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Home My WebLink AboutCitrus Ave Widening Project�01 CITRUS AVENUE WIDENING PROJECT HYDROLOGY STUDY Q FOR CITY OF FONTANA Im BOYLE ENGINEERING CORPORATION 1131 West Sixth Street Ontario, CA 91762 April 10, 2002 1 )ROW E ® The 155.3 -acres project is located in the City of Fontana along Citrus Avenue. The site is bounded by 210 freeway on the north, Baseline Avenue on the south, 180 feet west of Citrus Avenue, and Oleander Avenue on the east. For the area south of Walnut Street, the east boundary is approximately 350 feet west of Oleander Avenue. The topography of the project is such that it slopes in a southwesterly direction. The area to the north is tributary to South Highland Avenue and drains westerly to a sump located at the intersection of Citrus Avenue and South Highland Avenue. For this reason said area was computed for a 100 year storm from which the future sump catch basins will be designed from. The remainder of the project was modeled for a 25 and 100 -year storm along the pipe southerly along Citrus Avenue to Baseline Avenue. This is reflected in the Main Hydrology Map (see back insert). The other map in the back insert is the Catch Basin Hydrology Map. This map is calculated for the 25 year storm and will provide criteria for sizing the flow -by catch basins. The total 25 and 100 -year storm discharge at Citrus Avenue and Baseline Avenue is 393 cfs and 289 cfs, respectively. A NO 3.5 3.5 3 3 2.5 2.5 W U Z 2 2 = 2 F— D. W J U- 1.5 1.5 Z Q cr l,z 1 1_ 00, 0.5 Q5 0 0 2 5 10 25 50 140 RETURN PERIOD IN YEARS NOTE - 1. FOR INTERMEDIATE RETURN PERIODS PLOT 10 —YEAR AND 100 —YEAR ONE HOUR VALUES I'll MAPS, THEN CONNECT POINTS AND READ VALUE FOR DESIRED RETURN PERIOD. FOR EXAMPLE GIVEN 10—YEAR ONE HOUR• 0.95" AND 100 —YEAR CNE HOUR • 1.60 25 -YEAR ONE HOUR s 1.16 REFERENCEsN0AA ATLAS 2, VOLUME: =— CAL.,19T3 RAINFALL DEPTH VERSUS SAN BERNARDINO COUNTY RETURN PERIOD "FOR- HYDROLOGY MANUAL. PARTIAL DURATION SERIES D -7 FIGUrct L m I-ELI S I Ri/ j 2 ' N ' t Oj ";"24 o L. A:. Alf. �w 11'. - A V, 9 IT- zz 7n, c R�F A al 1 z 7 'Z c" ;V'_ 'A W !-W u 9ARY W7 �S_su V. 4 — T - 777 it as Lu t D '7- 1. • 1 7 n 77 c Y ?1 L J.. w: A 9 Z' A� I. Ta A 71 J, - ----- + t6 T . . . . . . . . . . . . _j r • R; M 'A' I 74 XW7 SAN BE' NARDINO COUNTY HYDROLOGY MANUAI A IMOEX MAP A ri —j! A t AL RL 7 q A ti - A 1�4 L 7 !gig "' 7 r 1z I A r fi ii T I am 7-7 1 7 J, fF "4 SOIL GROUP BOUNDARY A SOIL GROUP OESIG.4ATTON SCALE 1 SOUNOARY OF iNOICA SOURCE SCALE REDUCEM BY 1/2 HYDROLOGIC SOILS GROUP IMAP i FOR A SOUTIHWEST P•1 At EEA i . 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I _ ;' i �� UPL�►ND - - - �" _ r. -- - � =l =i -• <•1 9a i -!._ I ..-. _*� I ` rB�1 N }y�� .•: .... l "' N B RN4R01 � ,) ._� ..- .- CLANOIOIIT, I , I - - e'1 w ' _ _ I • �r . tl .•'• i D� `�+ °� i �Y -.. r ` 'sVS/ M _ X �. ..Pd .u., °• RIALTO - _ 1. /_ ��± � � I ' ? 1 I FONTAN RGDN1 0 !� .e •n,a' t Y .9 \ t - a. .. . -� y, --/.: u• ^ ° TIS ON T Orl• - - - _ . N,. - - - - - - - _ y ! $• 7� - -- '- _ C- ' f ,, REDLANDS «<.4« .vC �- ._ - - Iplft .Ji L2 � — _ �— T • + * s - ' 'I • Y - _ LDNA. CIxDA - i---- �°''.: , t T � :�- �- - 9+ - \ } :` . ' - * �N � ° y - ` - _ -' - -. •' ' - � - �J - - °s ws eve =_ � r _ i �,.� -- -� •_ --, y 'T ' -� � -- t .r.' --• \- . • Tan • • I I + °'°.� _ •E` ,. CRESTMORE I e � C •. �' tP� 6 t e•n,oa I I I 1 , , I � \. _ OAK FN � I ..st_ - ' I I i j y o - uuRDPA I ,. • ta� I . • 3 }' BIlANB TERR�E ' • env, I :' YU IPA I 'i /I. - I - I I T �a I CHINO „ � - I rT i \ � I `I I mo I \ -�-3a -' - - - - -- -+- - a- - ' -� -- ' -1 _ -- ¢: I l' IN ` - ~ - - - • 'I+P ,a I� RIE .: I R E 1 BERNAIID . _ / - �a - -F- • jt- _. -_ SAN O OUN•8, o _ x J_ `� ' t 16,9 T 2 S - - -' _ _ / . ` RIVERSIDE , COU T7 r RSIDE - _�_ = — - ' 11(Yi,�7M ' • • - Y .Jc.` _ _ N • aP , - e _ _ .vc � - M•cw 1 � \ r c - ^ I ZP. ^' , - , a } ' ° 5' T ° .acus• -� R4W �. R3 R2W °ioeiR. .. - - t - I -- H- ' r • •• I . I - -- -- - - SAN BERNARSINO.- -COUNTY" • FLOOD - CONTROL`"DISTRI T I I PRA00 + R 5 W ti. 00 ONTROL T3s _ I - I — .,IFL SIN - - REDUCED . DRAWING : Vi4Lbty AREA= y �g � �g � gg SCALE !" MILTS" ISOHYETALS`. .. i � ^ A�• 5�t Yw. 110. YEAR- .,T.HOUR � I •;^ i I 10 - _ A c "d30 ��, g a a/� .. - 971SED ON U.SD -Cti" N,.._. tl 9 b � � � � � - _ ,. _ u7�a5' _ -' -_ AI•f PANEO er I J � 8 W I { R 7 W '• I ° � "' • HYDROLOGY MANUAL LEGEND R 6 L i 1TtNE FR ° °••••••..•.......••••••.•.•' ( ,8 ISO LINES PRECIPITATION f INCHES I DATE F 'SCALE- FtI F N4. OIiWG, N4:' � J t.982 i "�2lfi `WRP-i .i . `. of 12 , is <s? � is R$ _I R7W) R5W i jT�«^t I I 1 WEST MIT .. 3 a I 9 r0 II 12 I T I ' I C el � c l Y � 19 I 2 I`y„2� I 22 •�� I I�t• I —� o,Y i . —� �� — i 9 � 6 2 •arcs— � I 32 34 i 1 r� � Appendix Map in pocket: Land Use Map 1 100 Year Storm a) Hydrology 100 Year Storm Modeled Along Proposed Pipe b) Hydraulics 100 Year Storm For Main Line c) Hydraulics 100 Year Storm Modeled For Citrus Lateral Map in pocket: Overall Hydrology Map Modeled Along Proposed Storm Drain System 2 25 Year Storm a) Hydrology 25 Year Storm Modeled For Proposed Catch Basins b) Catch Basin Analysis Map in pocket: Overall Hydrology Map Laterals Along Proposed Storm Drain System Map in pocket: Catch Basin Hydrology Map 25 Year Storm 1 NEWLE A C7 �01 A EO L� 'RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983 -2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1395 Analysis prepared by: BOYLE ENGINEERING CORPORATION CORPORATE HEADQUARTERS 1501 QUAIL STREET NEWPORT BEACH, CALIFORNIA, PH 949 - 476 -3300 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * CITRUS AVENUE WIDENING JN OC -F60- 400 -00 * CLIENT: CITY OF FONTANA * 100 YEAR HYDROLOGY MODELED ALONG PROPOSED PIPE **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * * * * * * * * * * * * * ** TASK 204 * * FILE NAME: 100YR.DAT TIME /DATE OF STUDY: 12:02 04/11/2002 .USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -- *TIME -OF- CONCENTRATION MODEL*- - USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE'FOR FRICTION SLOPE = 0.95 *USER- DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE (LOG (I;IN/HR) vs. LOG(Tc;MIN)) = 0.6000 - USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.5500 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD- -------------------------------- 7 ------------------------------------------- BEGIN AT 210 FREEWAY & OLEANDER AVENUE I I I +---------------------------------------------------------------------- - - - --+ FLOW PROCESS FROM NODE 101.00 TO NODE „ 102.00 IS - _ •21 »»> RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 750.00 ELEVATION DATA: UPSTREAM(FEET) = 1519.00 DOWNSTREAM(FEET) = 1504.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.391 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.716. SUBAREA Tc AND LOSS RATE DATA(AMC III } - : Y:\F60\ 400 \Calcs \Hydrology \Pipeline \100YRdoc Page I of 11 -- - -- - -+ WESTERLY ALONG SOUTH HIGHLAND AVENUE I I I I --------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31. » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 1504.00 DOWNSTREAM(FEET) = 1502.00 FLOW LENGTH(FEET) = 750.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.11 ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 26.46 PIPE TRAVEL TIME(MIN.) = 2.45 Tc(MIN.) = 11.84 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 103.00 = 1500.00 FEET. ---------------------------------------------------- - - - - -+ 103.00 IS AT CITRUS AVENUE & S. HIGHLAND AVENUE I I I I I +--------------------------------------------------------------------- - - - - -+ FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 81 ---------------------------------------------------------------------------- »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < MAINLINE Tc(MIN) = 11.84 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.105 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A. 8.77 1 0.80 0.10 52_ SUBAREA' PERVIOUS. LOSS:, RATE;.`.': Fp('INCH /HR) 0,80':•'• SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES,) ,= 8.77 SUBAREA RUNOFF(CFS) = 31.77 EFFECTIVE AREA(ACRES) = 15..11 AREA- AVERAGED Fm(INCH /HR) = 0.08 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 15.11 PEAK FLOW RATE(CFS) = 54.74 FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS: CODE = 31 ---------------- = --------------------------------------------------- -------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA « «<_ Y:\F60\ 400\ Calcs \Hydrology\Pipeline \IOOYR.doc Page 2 of 11 DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 6.34 0.80 0.10 52 9.39 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 26.46 TOTAL AREA(ACRES) = 6.34 PEAK FLOW RATE(CFS) = 26.46 -- - -- - -+ WESTERLY ALONG SOUTH HIGHLAND AVENUE I I I I --------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31. » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA« «< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 1504.00 DOWNSTREAM(FEET) = 1502.00 FLOW LENGTH(FEET) = 750.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 5.11 ESTIMATED PIPE DIAMETER(INCH) = 33.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 26.46 PIPE TRAVEL TIME(MIN.) = 2.45 Tc(MIN.) = 11.84 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 103.00 = 1500.00 FEET. ---------------------------------------------------- - - - - -+ 103.00 IS AT CITRUS AVENUE & S. HIGHLAND AVENUE I I I I I +--------------------------------------------------------------------- - - - - -+ FLOW PROCESS FROM NODE 103.00 TO NODE 103.00 IS CODE = 81 ---------------------------------------------------------------------------- »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW«« < MAINLINE Tc(MIN) = 11.84 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.105 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A. 8.77 1 0.80 0.10 52_ SUBAREA' PERVIOUS. LOSS:, RATE;.`.': Fp('INCH /HR) 0,80':•'• SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES,) ,= 8.77 SUBAREA RUNOFF(CFS) = 31.77 EFFECTIVE AREA(ACRES) = 15..11 AREA- AVERAGED Fm(INCH /HR) = 0.08 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 15.11 PEAK FLOW RATE(CFS) = 54.74 FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS: CODE = 31 ---------------- = --------------------------------------------------- -------- »»>COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA « «<_ Y:\F60\ 400\ Calcs \Hydrology\Pipeline \IOOYR.doc Page 2 of 11 .._...a. ........ .........x_ ..,�...........�.... man; �., c. s.,< sti.?; p.: ,a:,aaa..;.,...,,...,,;�sau.,.a a_ u.�., >..,..,a,.,a:�.yx s k�;•.... x.+. w,. ,.,�.c_...........�a_ti,..,.,.xw .,..,. �. 3, a..., �...__ �.. �zr�_ a��xn:>. �. �unaax ; "anaen;::•n::,vvu.:awuF.> a ��,•s�a� >.tia^.;,z, :x::ra;�uwae��'" ^o-t.�u,ae;..k:.:waax. ?: _:as..:�s' »» >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 1502.00 DOWNSTREAM(FEET) = 1479.00 FLOW LENGTH(FEET) = 930.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 30.0 INCH PIPE IS 21.7 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 14.43 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 54.74 PIPE TRAVEL TIME(MIN.) = 1.07 Tc(MIN.)_= 12.91 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 104.00 = 2430.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 104.00 TO NODE 104.00 IS CODE = 81 ---------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 12.91 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.896 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 5.93 0.80 0.10 52 RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 3.74 0.80 0.60 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 10 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.29 SUBAREA AREA(ACRES) = 9.67 SUBAREA RUNOFF(CFS) = 31.88 EFFECTIVE AREA(ACRES) = 24.78 AREA- AVERAGED Fm(INCH /HR) = 0.14 AREA - AVERAGED Fp(INCH /HR) = 0.80 AREA - AVERAGED Ap = 0.18 TOTAL AREA(ACRES) = 24.78 PEAK FLOW RATE(CFS) = 83.78 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 104.00 TO NODE 105.00 IS CODE = 31 ------------ - --------------------------------------------------------------- »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA««< »» >USING COMPUTER- ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ____________------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1479.00 DOWNSTREAM(FEET) = 1451.00 FLOW LENGTH(FEET) = 1250.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 36.0 INCH PIPE IS 25.8 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 15.48 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 83.78 PIPE TRAVEL TIME(MIN.) = 1.35 Tc(MIN.) = 14.26 LONGEST FLOWPATH;FROM NODE 101.00 TO NODE 105.00 =,. FEET. , FLOW PROCESS FROM NODE 105.00 TO NODE 105.00 IS CODE = 81 » »>ADDITION OF SUBAREA TO MAINLINE. PEAK FLOW <C«< MAINLINE Tc(MIN) = 14.26 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.671 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DEC.IMAL) CN RESIDENTIAL Y:\F60\ 400\ Calcs \Hydrology\Pipeline \100YR.doc Page 3 of 11 C lz G "3 -4 DWELLINGS /ACRE" A 13.44 0.80 0.60 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 13.44 SUBAREA RUNOFF(CFS)`= 38.63 EFFECTIVE AREA(ACRES) = 38.22 AREA - AVERAGED Fm(INCH /HR) = 0.26 AREA - AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.32 TOTAL AREA(ACRES) = 38.22 PEAK FLOW RATE(CFS) = 117.39 ------ - - - - -+ 105.00 IS AT CITRUS AVENUE & WALNUT STREET I I I I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 105.20 TO NODE 105.20 IS CODE = 1 ---------------------------------------------------------------------------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE« «< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 14.26 RAINFALL INTENSITY(INCH /HR) = 3.67 AREA - AVERAGED Fm(INCH /HR) = 0.26 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.32 EFFECTIVE STREAM AREA(ACRES) = 38.22 TOTAL STREAM AREA(ACRES) = 38.22 PEAK FLOW RATE(CFS) AT CONFLUENCE 117.39 --------------------------------------- - - - - -+ BEGIN AT OLEANDER AVENUE & S. HIGHLAND AVENUE I I I I I ---------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 500.00 ELEVATION DATA: UPSTREAM(FEET) = 1507.00 DOWNSTREAM(FEET) = 1495.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE) ]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(XIN.}.= 7.699 * 100 YEAR RAINFALL INTENSITY''(INCH /HR) 5.313 SUBAREA Tc AND LOSS RATE DATA(AMC III):: DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) COMMERCIAL A 6.34 0.80 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 29.86 Ap SCS (DECIMAL) CN 0.10 52 0.80 TOTAL AREA(ACRES) = 6..34 PEAK FLOW RATE(CFS) _ Y:\F60\400\Caics\Hydrology\Pipeline\IOOYR.doc 29.86 Tc (MIN.) 7.70 Page 4 of 11 Lil ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 202.00 TO NODE 203.00 IS CODE = 51 ---------------------------------------------------------------------------- » »>COMPUTE 'TRAPEZOIDAL CHANNEL FLOW« «< »»>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT) « «< ELEVATION DATA: UPSTREAM(FEET) = 1495.00 DOWNSTREAM(FEET) = 1479.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 800.00 CHANNEL SLOPE = 0.0200 CHANNEL BASE(FEET) = 25.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.025 MAXIMUM DEPTH(FEET) = 1.00 CHANNEL FLOW THRU SUBAREA(CFS) = 29.86 FLOW VELOCITY(FEET /SEC) = 3.78 FLOW DEPTH(FEET) = 0.32 TRAVEL TIME(MIN.) = 3.52 Tc(MIN.) = 11.22 LONGEST FLOWPATH FROM NODE 201.00 TO NODE 203.00 = 1300.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 203.00 TO NODE 203.00 IS CODE = 81 »» >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE Tc(MIN) = 11.22 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 4.238 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 12.21 0.80 0.60 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 12.21 SUBAREA RUNOFF(CFS) = 41.32 EFFECTIVE AREA(ACRES) = 18.55 AREA - AVERAGED Fm(INCH /HR) = 0.34 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA - AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 18.55 PEAK FLOW RATE(CFS) = 65.05 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM 203.00 TO NODE 204.00 IS CODE = 51 ---------------------------------------------------------------------------- » » >COMPUTE TRAPEZOIDAL CHANNEL FLOW««< »»>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT) « «< ELEVATION DATA: UPSTREAM(FEET) = 1479.00 DOWNSTREAM(FEET) = 1457.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 930.00 CHANNEL SLOPE = 0.0237 CHANNEL BASE(FEET) = 25.00 "Z" FACTOR = 0:000 . MANNING'S FACTOR = 0.025 MAXIMUM DEPTH(FEET) = 1.00 CHANNEL FLOW THRU SUBAREA(CFS) 65..05 FLOW VELOCITY(FEET /SEC) = 5.45, FLOW-DEPTH(FEET) 0.48 TRAVEL TIME(MIN.) 2.85 TC(MI.N.) _' 14.07 LONGEST FLOWPATH FROM NODE 201.00 TO NODE 204.00 = 2230.00 FEET. FLOW PROCESS FROM NODE 204.00 TO NODE 204.00 IS CODE _ 81 ---------------------------------------------------------------------- - - - - -- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< - MAINLINE Tc(MIN) = 14.07 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.701 SUBAREA LOSS RATE DATA(AMC III): _ Y:\F60\ 400\ Calcs \Hydrology\Pipeline \100YR.doc Page 5 of 11 s..i.- enua:.id.; ail" tiMSSd. J... xat➢ A2. Ia:? i5:: v. v..... aufi , .n..e ...................._.. , .,..._a„ , >._,_.a;.,Ke:.5:t24 wti14ti.`. isti� .',�St1C.w.. , .� , _... , ...... , .,,w,.hS�dl „<, : ldi ;`5 ...a.... +tti[:. �,.,...,, _., ,_,_,.v'1, L l DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 14.62 0.80 0.60 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 14.62 SUBAREA RUNOFF(CFS) = 42.41 EFFECTIVE AREA(ACRES) = 33.17 AREA - AVERAGED Fm(INCH /HR).= 0.40 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.50 TOTAL AREA(ACRES) = 33.17 PEAK FLOW RATE(CFS) = 98.49 +--------------------------------------------------------------------- - - - - -+ I WESTERLY ALONG WALNUT STREET TOWARDS CITRUS AVENUE I I I I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 204.00 TO NODE 205.00 IS CODE = 62 ---------------------------------------------------------------------------- » » >COMPUTE.STREET FLOW TRAVEL TIME THRU SUBAREA« «< » » >( STREET TABLE SECTION # 1 USED)««< UPSTREAM ELEVATION(FEET) = 1457.00 DOWNSTREAM ELEVATION(FEET) = 1453.00 STREET LENGTH(FEET) = 730.00 CURB HEIGHT(INGHES) STREET HALFWIDTH(FEET) = 30.00 1 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 . OUTSIDE STREET CROSSFALL'(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 126.33 ** *STREET FLOWING FULL * ** STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.89 HALFSTREET FLOOD WIDTH(FEET) = 41.38 AVERAGE FLOW VELOCITY(FEET /SEC.) = 4.10 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 3.67 STREET FLOW TRAVEL TIME(MIN.) = 2.97 Tc(MIN.) 17.04 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.299 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap „SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL). CN COMMERCIAL` A 8.52 0.80 0..10 52 RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 12.19 0.80 0.60 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap- 0.39 SUBAREA AREA(ACRES) 20.71 SUBAREA RUNOFF(CFS) = 55..64 t,. EFFECTIVE AREA(ACRES) = 53.88 AREA - AVERAGED Fm(INCH /HR) = 0.37 AREA - AVERAGED Fp(INCH /HR) =_ 0.80 AREA-AVERAGED = 0.46 TOTAL AREA(ACRES) = 53.88 PEAK.`FLOW RATE(CFS) = _ 142.15 Y:\F60\ 400\ Calcs \Hydrology\Pipeline \100YR.doc Page 6 of 11 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.93 HALFSTREET FLOOD WIDTH(FEET) = 42.97 FLOW VELOCITY(FEET /SEC.) = 4.25 DEPTH *VELOCITY(FT *FT /SEC.) = 3.93 *NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS, AND L = 730.0 FT WITH ELEVATION -DROP = 4.0 FT, IS 69.9 CFS, WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 205.00 LONGEST FLOWPATH FROM NODE 201.00 TO NODE 205.00 = 2960.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 205.00 TO NODE 105.00 IS CODE = 31 ---------------------------------------------------------------------------- » »> COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA « «< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1453.00 DOWNSTREAM(FEET) = 1451.00 FLOW LENGTH(FEET) = 290.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 54.0 INCH PIPE IS 39.8 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 11.31 ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 142.15 PIPE TRAVEL TIME(MIN.) = 0.43 Tc(MIN.) = 17.46 LONGEST FLOWPATH FROM NODE 201.00 TO NODE 105.00 = 3250.00 FEET. +--------------------------------------------------------------------- - - - - -+ 105.2 IS THE CONFLUENCE AT CITRUS AVENUE & WALNUT STREET I I I +--------------------------------------------------------------------- - - - - -+ FLOW PROCESS FROM NODE 105.20 TO NODE 105.20 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< » » >AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES««< TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 17.46 RAINFALL INTENSITY(INCH /HR) = 3.25 AREA- AVERAGED Fm(INCH /HR) = 0.37 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA - AVERAGED Ap = 0.46 EFFECTIVE STREAM AREA(ACRES) = 53.88 TOTAL STREAM AREA(ACRES); = 53.88 PEAK FLOW RATE(CFS) AT CONFLUENCE = 142.15 ** CONFLUENCE DATA ** STREAM.' Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 117.39 14.26 3.671 0.80( 0.26) 0.32 38.2 101.00 2 142.15 17.46 3.251 0.80( 0.37) 0.46 53.9 201.00 ® RAINFALL INTENSITY AND TIME OF CONCENTRATION'RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** Y:\F60\ 400\ Calcs \Hydrology\Pipeline \100YR.doc Page 7 of 11 0 STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH /HR) (INCH /HR) (ACRES) NODE 1 250.38 14.26 3.671 0.80( 0.32) 0.40 82.2 101.00 2 245.07 17.46 3.251 0.80( 0.32) 0.41 92.1 201.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 250.38 Tc(MIN.) = 14.26 . EFFECTIVE AREA(ACRES) = 82.21 AREA - AVERAGED Fm(INCH /HR) = 0.32 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA - AVERAGED Ap = 0.40 TOTAL AREA(ACRES) = 92.10 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 105.20 = 3680.00 FEET. +--------------------------------------------------------------------- - - - - -+ I SOUTHERLY ALONG CITRUS AVENUE SOUTH OF WALNUT STREET I I I I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 105.20 TO NODE 106.00 IS CODE = 31 ---------------------------------------------------------------------- - - - - -- » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA « «< »»>USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 1451.00 DOWNSTREAM(FEET) = 1439.00 FLOW LENGTH(FEET) = 630.00 MANNING'S N = 0.013 ( DEPTH OF FLOW IN 54.0 INCH PIPE IS 41.9 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 18.92 ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMBER OF PIPES 1 PIPE -FLOW -(CFS) = 250.38 PIPE TRAVEL TIME(MIN.) = 0.55 Tc(MIN.) = 14.81 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 106.00 = 4310.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 106.00 TO NODE 106.00 IS CODE = 81 -------------------- -------------------------------------------------------- OF SUBAREA TO MAINLINE PEAK FLOW« «< MAINLINE Tc(MIN) = 14.81 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.588 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 16.88 .0.80 0.60 52, SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR). = 0.80 SUBAREA AVERAGE PERVIOUS AREA,, FRACTION, Ap = ':.0..60 SUBAREA AREA(ACRES) = 16.88 SUBAREA,RUNOFF(CFS) = 47.25 EFFECTIVE AREA(ACRES) = 99.09 AREA - AVERAGED Fm(INCH /HR),= 0..34 AREA - AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 108.98 PEAK FLOW RATE(CFS) = 289.27 FLOW:PROCESS FROM NODE "106.00 TO NODE 107.00 IS CODE = 31 » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA « «< >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) «« <_ Y:\F60\ 400\ Calcs \Hydmlogy\Pipeline \100YR.doc Page 8 of 11 L� ELEVATION DATA: UPSTREAM(FEET) = 1439.00 DOWNSTREAM (FEET) = 1425.00 FLOW LENGTH(FEET) = 690.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 57.0 INCH PIPE IS 43.0 INCHES PIPE -FLOW VELOCITY (FEET/SEC. ) = 20.18 ESTIMATED PIPE DIAMETER(INCH) = 57.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 289.27 PIPE TRAVEL TIME(MIN.) = 0.57 Tc(MIN.) = 15.38 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 107.00 = 5000.00 FEET. FLOW PROCESS FROM NODE 107.00 TO NODE 107.00 IS CODE = 81 ---------------------------------------------------------------------- - - - - -- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW « «< MAINLINE Tc(MIN) = 15.38 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.508 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 17.98 0.80 0.60 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 17.98 SUBAREA RUNOFF(CFS) = 49.03 EFFECTIVE AREA(ACRES) = 117.07 AREA - AVERAGED Fm(INCH /HR) = 0.36 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.46 TOTAL AREA(ACRES) = 126.96 PEAK FLOW RATE(CFS) = 331.14 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 107.00 TO NODE 108.00 IS CODE = 31 ---------------------------------------------------------------------------- »» >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA ««< » » >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM (FEET) = 1425.00 DOWNSTREAM(FEET) = 1413.00 FLOW LENGTH(FEET) = 650.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 47.2 INCHES PIPE -FLOW VELOCITY (FEET/SEC. ) = 20.00 ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 331.14 PIPE TRAVEL TIME(MIN..) = 0.54 Tc(MIN.) = 15.92 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 108.00 = 5650.00 FEET. FLOW PROCESS FROM NODE 108.00 TO NODE 108.00 IS CODE _ 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW « «< MAINLINE Tc(MIN) = 15.92 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.436 SUBAREA. LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 17.44 0'.80 0.60 52 PUBLIC PARK A 2.6R 0.80 0.85 52 Y:\F60\ 400\ Calcs \Hydrology\Pipeline \100YR.doc Page 9 of 11 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.63 SUBAREA AREA(ACRES) = 20.13 SUBAREA RUNOFF(CFS) = 53.11 EFFECTIVE AREA(ACRES) = 137.20 AREA - AVERAGED Fm(INCH /HR) = 0.39 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.48 TOTAL AREA(ACRES) = 147.09 PEAK FLOW RATE(CFS) = 376.66 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 108.00 TO NODE 109.00 IS CODE = 31 --------------------------------------------- =------------------------------ » » >COMPUTE PIPE -FLOW TRAVEL TIME THRU SUBAREA ««< »» >USING COMPUTER - ESTIMATED PIPESIZE (NON- PRESSURE FLOW) ««< ELEVATION DATA: UPSTREAM(FEET) = 1413.00 DOWNSTREAM(FEET) = 1395.00 FLOW LENGTH(FEET) = 660.00 MANNING'S N = 0.013 DEPTH OF FLOW IN 60.0 INCH PIPE IS 44.4 INCHES PIPE -FLOW VELOCITY(FEET /SEC.) = 24.16 ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPE- FLOW(CFS) = 376.66 PIPE TRAVEL TIME(MIN.) = 0.46 Tc(MIN.) = 16.38 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 109.00 = 6310.00 FEET.- +--------------------------------------------------------------------------- I AT CITRUS AVENUE & BASELINE AVENUE I I I f ® +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 109.00 TO NODE 109.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW ««< MAINLINE Tc(MIN) = 16.38 * 100 YEAR RAINFALL INTENSITY(INCH /HR) = 3.378 SUBAREA LOSS RATE- DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 2.41 0.80 0.60 52 COMMERCIAL A 6.01 0.80 0.10 52 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.80 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.24 SUBAREA AREA(ACRES) = 8.42 SUBAREA RUNOFF(CFS) = 24.13 EFFECTIVE AREA(ACRES) 145..62 AREA - AVERAGED Fm(INCH /HR) = 0.37 AREA- AVERAGED Fp(INCH /HR) = 0 AREA- AVERAGED Ap = 0.47' TOTAL AREA(ACRES) '= 155.51 PEAK FLO6r" RATE( GFS) = 393.67 Y: \F60\ 400\ Calcs \Hydrology\Pipeline \100YR.doc Page 10 of 11 END<OF STUDY SUMMARY: TOTAL AREA(ACRES) _ 155.51 TC(MIN.) EFFECTIVE AREA(ACRES) _ 145.62 AREA - AVERAGED Fm(INCH /HR)= 0.37 AREA- AVERAGED Fp(INCH /HR) = 0.80 AREA- AVERAGED Ap = 0.47 PEAK FLOW RATE(CFS) = 393.67 PEAK FLOW RATE TABLE STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER - NUMBER (CFS) (MIN. (INCH /HR) (INCH /HR) - (ACRES) NODE Y: \F60\ 400\ Calcs \Hydrology\Pipeline \100YR.doc Page 10 of 11 I � 1 393.67 16.38 3.378 0.80( 0.37) 0.47 145.6 101.00 2 372.15 19.60 3.033 0.80( 0.37) 0.47 155.5 201.00 --------------------------- --- -------------------------------------------- ---------------------------------------------------------------------------- - END OF RATIONAL METHOD ANALYSIS 1 Y:\F60\ 400\ Calcs \Hydrology\Pipeline \100YRdoc Page 11 of 11 11 0 Main Line 0 U YAF60 \400 \Calcs \Hydraul is \MainLine \MAINLINE. DOC FILE: MAINLINE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:10:26:15 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana J00 YR Main Line (Q100 =394 cfs at outlet, Citrus lat. Q is modified I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FT1or I.D.1 ZL IPrs /Pip - I - L /Elem ICh - I - Slope I - I - I - I - - I - I I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - - I - NINorm Dp - I - I "N" - I - I X -Fall) - I ZR IType Ch I I I 956.420 I 382.520 -1 I 3.538 386.058 I 394.00 I 22.71 I 8.01 I 394.07 .00 I 5.31 I 5.90 I 6.000 I .000 .00 1 .0 - I - 6.780 .0103 - I - - I - - I - - I - - I - .0204 - I - .14 - I - 3.54 - I - 2.33 - I - 4.52 - I - .013 - I - .00 .00 1- PIPE I 963.200 I 382.590 I 3.522 386.112 I 394.00 I 22.83 I 8.10 I 394.21 6.00 I 5.31 I 5.91 I 6.000 I I .000 .00 I 1 .0 - I - 11.680 - I - .0103 - I - - I - - I - - I - - I - .0208 - I - .24 - I - 6.00 - I - 2.35 - I - 4.53 - I - .013 - I - .00 .00 1- PIPE I 974.880 I 382.710 I 3.496 386.206 I 394.00 I 23.04 I 8.25 I 394.45 .00 I 5.31 I 5.92 I 6.000 I I .000 .00 I 1 .0 - I - 21.180 - I - .0099 - I - - I - - I - - I - - I - .0215 - I - .46 - I - 3.50 - I - 2.39 - I - 4.60 - I - .013 - I - .00 .00 1- PIPE I 996.060 I 382.920 I 3.445 386.365 I 394.00 I 23.45 I 8.54 I 394.91 2.24 I 5.31 I 5.93 I 6.000 I I .000 .00 I 1 .0 - I - 47.330 - I - .0099.- - I - - I - - I - - I - - I - .0232 - I - 1.10 - I - 5.69 - I - 2.46 - I - 4.59 - I - .013 - I - .00 .00 1- PIPE I 1043.390 I 383.390 I 3.329 386.719 I 394.00 I 24.46 I 9.29 I 396.01 .00 I 5.31 I 5.96 I 6.000 I I .000 .00 I 1 .0 - I - 33.030 - I - .0100 - I - - I - - I - - I - - I - .0256 - I - .84 - I - 3.33 - I - 2.62 - I - 4.58 - I - .013 - I - .00 .00 1 PIPE I 1076.420 383.720 t I 3.247 386.967 I 394.00 I 25.23 I 9.89 I 396.85 .00 I 5.31 I 5.98 I 6.000 I I .000 .00 I 1 .0 - I - JUNCT STR - I - .1057 - I - - I - - I - - I - - I - .0258 - I - .29 - I - 3.25 - I - 2.75 - I - - I - .013 - I - .00 .00 I- PIPE I 1087.580 384.900 I I 3.831 388.731 I 385.00 I 23.85 I 8.83 I 397.56 .00 I 4.87 I 4.23 I 5.000 I I .000 .00 I 1 .0 21.606 .0303 .0248 .54 3.83 2.15 3.54 .013 .00 .00 PIPE I 1109.186 385.556 I I 3.864 389.420 I 385.00 I 23.64 I 8.68 I 398.10 .00 - I - I 4.87 I 4.19 - I - - I - I 5.000 I I .000 .00 I 1 .0 - I - 85�.15.4 - I - .0303 - I - - I - - I - - I - - I - .0234 - I - 1.99 3.86 2.11 3.54 - I - .013 - I - .00 .00 I PIPE I 1194.340 388.140 I I 4.061 392.201 I 385.00 I 22.54 I 7.89 400.09 I .00 I 4.87 I 3.91 I 5.000 I I .000 .00 I 1 .0 52.660 .0306 .0213 1.12 4.06 1.90 3.53 .013 .00 .00 PIPE U YAF60 \400 \Calcs \Hydraul is \MainLine \MAINLINE. 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O N O N •i ,D W * 4 .i CO 4 CO O 01 • al • 0) • 00 • 01 O 01 • 00 • Cr) O T 2 -1 H W * M • M M Cr) M CO • CO M M S .7 * 1 0* 1 I I 1 I I I I 1 U 2 * H * I * 0 1 a O 1 O O 1 Q' M 1 l0 0 1 O 0 1 a 0 1 0 0 1 0 O 1 2. '0 r * 0 * O E O a' a' M r N O O O E O Ol 01 .i O E U Z * 0 4 * O (/) 0 01 a) 40 N 40 .i 01 O CO 0 1'- r N O (I) p * -.i a) * O • • * 4-) .-I * 1- E 1` r- a' ).0 .i O N 0- O E h L0 N r - O E • W * ro C.1 * a' 0 40 4O r - M O .-I 0 .i ,n r- O U ■ * +) \ * N Z N N N M M h - ) * V) ,-a 4; H 0 . ) .i .i .i .i Z HI , -1 M -I ,, 2 \0 C., * 4; 0 1- 0 0 G • • 0 0 FILE: MAINLINE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:10:26:15 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana 100 YR Main Line (Q100 =394 cfs at outlet, Citrus lat. Q is modified Invert I Depth I Water I Q I Vel Vel' I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I L /Elem ICh - I - Slope I - I - I -I- - I - I I - I - -I- SF Avel - I - - I - HF ISE DpthlFroude - I - - I - NINorm Dp - I - I "N" I -I X -Fa111 ZR - I IType Ch I 1410.000 - I - I 392.890 - I - I 6.926 - I - 399.816 I I 379.00 19.30 I 5.79 I 405.60 .00 I 4.86 I .00 I 5.000 I I .000 .00 I 1 .0 101.000 .0123 - I - - I - - I - - I - .0212 - I - 2.14 - I - 6.93 - I - .00 - I - 5.00 - I - .013 - I - .00 .00 1- PIPE I 1511.000 - I - I 394.130 - I - I 7.824 - I - 401.954 - I - I I 379.00 19.30 I 5.79 I 407.74 .00 I 4.86 I .00 I 5.000 I I .000 .00 I 1 .0 JUNCT STR .0120 - I - - I - - I - .0211 - I - .21 - I - 7.82 - I - .00 - I - - I - .013 - I - .00 .00 I- PIPE I 1521.000 - I - I 394.250 - I - I 8.035 - I - 402.285 - I - I I 377.00 19.20 I 5.72 I 408.01 .00 I 4.86 I .00 I 5.000 I I .000 .00 I 1 .0 93.420 .0125 - i - - I - - I - .0210 - I - 1.96 - I - 8.04 - I - .00 - I - 5.00 - I - .013 - I - .00 .00 1- PIPE I 1614.420 - I - 395.420 - I - I I 8.823 404.243 I I 377.00 19.20 I 5.72 I 409.97 .00 I 4.86 I .00 I 5.000 I I .000 .00 I 1 .0 JUNCT STR .0239 - I - - I - - I - - I - - I - .0186 - I - .07 - I - 8.82 - I - .00 - I - - I - .013 - I - .00 .00 I- PIPE I 1618.190 395.510 - 1 - I I 10.857 406.367 - 1 - I I 331.00 16.86 I 4.41 I 410.78 .00 I 4.77 I .00 I 5.000 I I .000 .00 I 1 ,0 -1 740.230 .0200 71 - 1 - - I - - I - .0162 - I - 11.96 - I - 10.86 - I - .00 - I - 3.71 - I - .013 - I - .00 .00 1- PIPE I 2358.420 -I- 410.290 -I- I I 8.033 -I- 418.323 -I I I 331.00 -I- 16.86 I 4.41 I 422.74 .00 I 4.77 I .00 I 5.000 I I .000 .00 I 1 .0 JUNCT STR .0098 -I -I- .0142 -I .13 - I- 8.03 -I- .00 -I -I- .013 - I - .00 .00 I- PIPE 2367.580 - I - I 410.380 - I - I I 9.735 - I - 420.115 I I 289.00 14.72 I 3.36 I 423.48 .00 I 4.63 I .00 I 5.000 I I .000 .00 I 1 .0 587.950 .0201 - I - - I - - I - - I - .0123 - I - 7.24 - I - 9.73 - I - .00 - I - 3.33 - I - .013 - I - .00 .00 1- PIPE ,2955.530 - I - I 422.210 - I - I I 5.145 - I - 427.355 - I - I I 289.00 - I - 14.72 I 3.36 I 430.72 .00 - I - I 4.63 I .00 I 5.000 I I .000 .00 I 1 .0 JUNCT STR .0214 - I - - I - .0108 - I - .05 5.14 .00 - I - - I - - I - .013 - I - .00 .00 I- PIPE 2960.200 I 422.310 I I 6.530 428.840 I I 250.00 12.73 I 2.52 I 431.36 .00 I 4.42 I .00 I 5.000 I I .000 .00 I 1 .0 52.873 .0186 .0092 .49 6.53 .00 3.09 .013 .00 .00 PIPE E0 Y: \F60\ 400 \Calcs\ Hydraulic \MainLine \MAINLINE.DOC Y: \F60\ 400 \Calcs\ Hydraulic \MainLine \MAINLINE.DOC FILE: MAINLINE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:10:26:15 Citrus Avenue Widening JN OC- F60- 400 -00 Task 204 Client: City of Fontana 100 YR Main Line (Q100 =394 cfs at outlet, Citrus lat. Q is modified I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wt1 INo Wth ,Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev - I - I Depth - I - I Width - I - IDia. -FTIor - I - I.D.1 - I- ZL - I IPrs /Pip -I- L /Elem ICh -I- Slope.l -I- I -I- I -I- I -I- - I - SF Avel -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I 3013.073 I 423.294 I 6.033 429.327 I I 250.00 12.73 I 2.52 I 431.84 .00 I 4.42 .00 I 5.000 .000 .00 1 .0 HYDRAULIC JUMP I 3013.073 I 423.294 I 3.116 426.410 I I 250.00 19.43 I 5.86 I 432.27 .00 I 4.42 I 4.85 I 5.000 - I - I I .000 - I - .00 I 1 .0 - I - 169.912 - I - .0186 - I - - I - - I - - I - - I - .0179 - I - 3.05 - I - 3.12 - I - 2.10 - I - 3.09 .013 .00 .00 1- PIPE I 3182.984 I 426.456 I 3.147 429.603 I I 250.00 19.20 I 5.73 I 435.33 .00 I 4.42 I 4.83 - I - I 5.000 - I - I I .000 - t - .00 I 1 .0 - I - 200.429 - I - .0186 - I - - I - - I - - I - - I - .0167 - I - 3.34 - I - 3.15 - I - 2.06 3.09 .013 .00 I .00 1 PIPE I I 3383.413 430.187 1 I 3.280 433.467 I I 250.00 18.31 I 5.21 I 438.67 .00 I 4.42 I 4.75 I 5.000 - I - I .000 - I - .00 1 .0 - I - 87.607 - I - .0186 - I - - I - - I - - I - - I - .0148 - I - 1.30 - I - 3.28 - I - 1.90 - I - 3.09 .013 .00 I .00 1 PIPE I I 3471.021 431.817 I I 3.421 435.238 I I 250.00 17.46 I 4.73 I 439.97 .00 I 4.42 - I - I 4.65 - I - I 5.000 - I - I .000 - I - .00 1 .0 1- - I - 51.236 - I - .0186 - I - - I - - I - - I - - I - .0132 - I - .68 - I - 3.42 1.75 3.09 .013 .00 I .00 PIPE I I 3522.257 432.771 I I 3 -.574 436.345 I I 250.00 16.64 I 4.30 I 440.65 .00 I 4.42 I 4.52 - I - I 5.000 - I - I .000 - I - .00 1 .0 - I - 33.189 - I - .0186 - I - - I - - I - - I - - I - .0118 - I - .39 - I - 3.57 - I - 1.61 3.09 .013 .00 I I .00 (- PIPE I 3.555.446 I 4 I 3.739 I 437.128 I I 250.00 15.87 I 3.91 I 441.04 .00 - I - I 4.42 I 4.34 - I - - I - I 5.000 - I - .000 - I - .00 1 .0 1- - I - 21.574 - I - .0186 - I - - I - - I - - I - - I - .0106 - I - .23 3.74 1.47 3.09 .013 .00 I .00 I PIPE I 3577.020 I 433.790 I 3.922 I 437.712 I I 250.00 15.13 I 3.56 - I - I 441.27 - I - 5.00 - I - I 4.42 I 4.11 - I - I 5.000 - I - - I - .000 - I - .00 1 .0 1 - I - 3.686 - I - .0186 - I - - I - - I - - I - .0099 .04, 5.00 1.33 3.10 .013 .00 I .00 1 PIPE 1 3580.706 I 433.858 I 3.965 I 437.823 I I 250.00 14.97 I 3.48 I 441.30 - I - 5.00 - I - I 4.42 I 4.05 - I - I 5.000 - I - - I - .000 - I - .00 1 .0 1 - I - 11.683 - I - .0186 I - I - - I - - I - - I - - I - .0094 .11 5.00 1.30 3.10 .013 .00 .00 PIPE Y: \F60\ 400 \Calcs\ Hydraulic \MainLine \MAINLINE.DOC e o FILE: MAINLINE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:10:26:15 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana 100 YR Main Line (Q100 =394 cfs at outlet, Citrus lat. Q is modified I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip - I - L /Elem - 1 - ICh Slope - I - I I - I - - I - I I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - - I - NINorm Dp - I - I "N" - I - I X -Fall) ZR - I IType Ch I I I I 3592.389 - I - 434.075 - I - 4.174 - I - 438.249 - I - I 250.00 - I - 14.27 I 3.16 I 441.41 5.00 I 4.42 I 3.71 I 5.000 I I .000 .00 I 1 .0 4.031 .0186 - I - - I - .0086 - I - .03 - I - 5.00 - I - 1.16 - I - 3.10 - I - .013 - I - .00 .00 1 PIPE 3596.420 I 434.150 I I 4.423 438.573 I I 250.00 13.61 I 2.88 I 441.45 .00 I 4.42 I 3.20 I 5.000 I I .000 .00 I 1 .0 JUNCT STR .0177 I .0056 .08 4.81 1.00 .013 .00 .00 PIPE 3610.580 -I- 434.400 - I - I I .7.060 - I - 441.460 - I - I I 142.00 7.23 I .81 I 442.27 .00 I 3.41 I .00 I I 5.000 I .000 .00 I 1 .0 37.120 .0062 I - I - - I - - I - .0030 - I - .11 - I - .00 - I - .00 - I - 3.06 - l - .013 - I - .00 .00 1- PIPE 3647.700 - I - 434.630 - I - I I 7.055 - I - 441.685 I I 142.00 7.23 I .81 I 442.50 .00 I 3.41 I .00 I 5.000 I I .000 .00 I 1 .0 40.720 .0039 I - I - - I - - I - - I - .0030 - I - .12 - I - 7.06 - I - .00 - I - 3.61 - I - .013 - I - .00 .00 1- PIPE 3688.420 - I - 434.790 - I - I I 7.016 - I - 441.806 - I - I I 142.00 - I - 7.23 - I - I .81 I 442.62 .00 I 3.41 I .00 I 5.000 I I .000 .00 I 1 .0 JUNCT STR .0044 - I - .0025 - I - .02 - I - 7.02 - I - .00 - I - - I - .013 - I - .00 .00 I- PIPE 3697.580 - I - 434.830 - I - 7.334 - I - 442.164 - I - 115.00 - I - 5.86 .53 I 442.70 .00 I 3.06 I .00 I 5.000 I I .000 .00 I 1 .0 84.780 .0057 - I - - I - .0019 - I - .17 - I - 7.33 - I - .00 - I - 2.75 - I - .013 - I - .00 .00 1- PIPE 3782.360 - I - I 435.310 - I - I I 7.020 - I - 442.330 I I 115.00 5.86 I .53 I 442.86 .00 I 3.06 I .00 I 5.000 I I .000 .00 I 1 .0 JUNCT STR .0050 I - I - - I - - I - - I - .0017 - I - .02 - I - 7.02 - I - .00 - I - - I - .013 - I - .00 .00 I- PIPE 3792.360 -I- 435.360 -I I I 7.175 -I- 442.535 I I 98.00 4.99 I .39 I 442.92 .00 I 2.82 I .00 I 5.000 I I .000 .00 I 1 .0 C Y:\F60\400\Calcs\Hydraulic\MainLine\MAINLINE.DOC Hydraulics U s o FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC- F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl iNo Wth Station I -I- Elev I - I - (FT) I - I - Elev I - I - (CFS) -I I (FPS) -I Head I -I Grd.E1.1 - I - Elev - I- I Depth I - I - Width - I - IDia. -FTIor - I - I.D.1 - I - ZL -I IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I 10011.870 I 434.360 I 1.518 I 435.878 117.00 I 26.74 I 11.11 I 446.98 .00 I I 3.26 3.88 I 4.000 I I .000 .00 I 1 .0 - I - 12.200 - I - .1393 - I - - I - - I - - I - - I - .0669 - I - .82 - I - 1.52 - I - 4.44 - I - 1.27 - I - .013 - I - .00 .00 1- PIPE I 10024.070 I 436.060 1.568 I I 437.628 117.00 I 25.60 I 10.18 I 447.80 .00 I I 3.26 3.91 I 4.000 I I .000 .00 I 1 .0 - I - 6.175 - I - .1221 - I - - I - - I - - I - - I - .0612 - I - .38 - I - 1.57 - I - 4.17 - I - 1.31 - I - .013 - I - .00 .00 1- PIPE I 10030.250 436.814 I 1.592 I I 438.406 117.00 I 25.09 I 9.77 I 448.18 .00 I I 3.26 3.92 I 4.000 I I .000 .00 I 1 .0 - I - 12.533 - I - .1221 - I - - I - - I - - I - - I - .0558 - I - .70 - I - 1.59 - I - 4.05 - I - 1.31 - I - .013 - I - .00 .00 1- PIPE I 10042.780 438.34 1 1,650 I I 439.994 117.00 I 23.92 I 8.88 I 448.88 .00 I I 3.26 3.94 I 4.000 I I .000 .00 I 1 .0 - I - 10.231 - I - .1221 - I - - I - - I - - I - - I - .0490 - I - .50 - I - 1.65 - I - 3.78 - I - 1.31 - I - .013 - I - .00 .00 1- PIPE I 10053.010 439.593 I 1.710 I I 441.303 117.00 I 22.81 I 8.08 I 449.38 .00 - I - I I 3.26 3.96 I 4.000 - I - I I .000 .00 I 1 .0 - I - 8.492 - I - .1221 - I - - I - - I - - I - - I - .0430 - I - .37 1.71 - I - 3.53 - I - 1.31 .013 - I - .00 .00 1- PIPE I 10061.500 440.630 I 1.773 I I 442.403 117.00 I 21.75 I 7.34 I 449.75 .&Y I I 3.26 3.97 I 4.000 I I .000 .00 I 1 .0 7.139 .1221 .0378 .27 1.77 3.29 1.31 .013 .00 .00 PIPE 10068.640 I 441.502 I 1.839 I I 443.341 117.00 I 20.73 I 6.68 I 450.02 -I- .00 -I- I 3.26 -I- I 3.99 -I- I 4.000 -I- I I .000 -I- .00 I 1 .0 - I - 6.055_ - I - .1221 - I - - I - -I- -I- -I- .0333 .20 1.84 3.07 1.31 .013 .00 .00 1- PIPE 10074.700 I 442.241 I 1.908 I I 444.149 117.00 - I - I 19.77 I 6.07 I 450.22 - I - .00 - I - I 3.26 - I - I 4.00 - I - I 4.000 - I - I I .000 - I - .00 I 1 .0 - I - 5.157 - I - .1221 - I - - I - - I - - I - .02'93 .15 1.91 2.86 1.31 .013 .00 .00 1- PIPE 10079.850 I 442.870 I 1.981 I I 444.852 117.00 I 18.85 I 5.52 I 450.37 .00 I I 3.26 4.00 I 4.000 I I .000 .00 I 1 .0 4.429 .1221 .0258 .11 1.98 2'.67 1.31 .013 .00 .00 PIPE 1101 Y: \F60 \400 \Calcs \HydrauI is \CitrusLat \CITRUSLAT.DOC e o FILE: CITRUSLAT.WSW W S P G W - CIVILDESIGN Version 14.03 ` PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth I Water I Q I Vel Vel I Energy I Super 1CriticallFlow ToplHeight /IBase Wt) INo Wth Station -I- I Elev I -I- (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I - I - - I - I I - I - I - I - - I - SF Avel - I - -I- HF ISE DpthlFroude - I - N1Norm - I - Dp - I - I "N" - i - I X -Fall) ZR -I IType Ch I I I I 10084.280 - I - 443.411 - I - 2.056 - I - 445.467 - I - I 117.00 17.97 I 5.02 I 450.48 .00 I 3.26 I 4.00 I 4.000 I I .000 .00 I 1 .0 3.783 .1221 I - I - - I - - I - .0227 - I - .09 - I - 2.06 - I - 2.48 - I - 1.31 - I - .013 - I - .00 .00 1- PIPE 10088.070 -I- I 443.873, - I - 2.136 -I- I I 446.009 -I- I 117.00 -I- 17.14 I 4.56 I 450.57 .00 I 3.26 I 3.99 I 4.000 I I .000 .00 I 1 .0 3.248 .1221 I -I- -I- .0200 -I- .07 -I- 2.14 -I- 2.31 -I- 1.31 -I- .013 -I- .00 .00 1- PIPE 10091.310 - I - I 444.269 - I - 2.219 - I - I i 446.489 - I - I 117.00 16.34 I 4.14 I 450.63 .00 I 3.26 I 3.98 I 4.000 I I .000 .00 I 1 .0 2.757 .1221 I - I - - I - - I - .0177 - I - .05 - I - 2.22 - I - 2.15 - I - 1.31 - I - .013 - I - .00 .00 I- PIPE 10094.070 - I - I 444.606, - I - 2.308 - I - I I 446.914 I 117.00 15.58 I 3.77 I 450.68 .00 I 3.26 I 3.95 I 4.000 I I .000 .00 I 1 .0 2.344 .1221 I I - I - - I - - I - - I - .0156 - I - .04 - I - 2.31 - I - 1.99 - I - 1.31 - I - .013 - I - .00 .00 1- PIPE 10096.410 444.892 2.401 I I 447.293 I 117.00 14.85 I 3.43 I 450.72 .00 I 3.26 I 3.92 I 4.000 I I .000 .00 I 1 .0 1.972 .1221 I .0138 .03 2.40 1.85 1.31 .013 .00 .00 PIPE 10098.390 - I - I 445.133 - I - 2.499 - I - I i 447.632 - I - I 117.00 14.16 I 3.11 I 450.75 .00 I 3.26 I 3.87 I 4.000 I I .000 .00 I 1 .0 1.614 .1221 - I - - I - - I - .0123 - I - .02 - I - 2.50 - I - 1.71 - I - 1.31 - I - .013 - I - .00 .00 1- PIPE 10100.000 - I - I I 445.330 2.605 - I - I I 447.935 -I- I 117.00 -I- 13.50 -I- I 2.83 I 450.77 .00 I 3.26 I 3.81 I 4.000 I I .000 .00 I 1 .0 JUNCT STR -1- .0218 -I- .0148 -I- .14 -I- 2.60 -I- 1.58 -I- -I- .013 -I- .00 .00 I- PIPE 10109.160 - I - I I 445.530 - I - 2.113 - I - I I 447.643 - I - I 106.00 - I - 15.74 - I - I 3.85 - I - I 451.49 .00 I I 3.12 3.99 I 4.000 I I .000 .00 I 1 .0 51.074 .0220 I .0171 - I - .87 - I - 2.11 - I - 2.14 - I - 1.99 - I - .013 - I - .00 .00 1- PIPE 10160.230 I 446.656 2.190 I I 448.846 I 106.00 15.05 I 3.52 I 452.36 .00 I 3.12 I 3.98 I 4.000 I I .000 .00 I 1 .0 33.766 .0220 .0152 .51 2.19 1.99 1.99 .013 .00 .00 PIPE 501 Y: \F60\ 400 \Calcs\ Hydraulic \CitrusLat \CITRUSLAT.DOC e o FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC- F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip -I- L /Elem -I- [Ch Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR IType Ch I I I 10194.000 - I - 447.400 2.277 I 449.677 I 106.00 14.35 I 3.20 I 452.87 .00 I 3.12 I 3.96 I 4.000 I I .000 .00 I 1 .0 JUNCT STR - I - .0220 - I - - I - - I - - I - - I - .0165 - I - .17 - I - 2.28 - I - 1.85 - I - - I - .013 - I - .00 .00 I- PIPE 10204.000 - I - I I 447.620 - I - I 2.007 - I - I 449.627 - I - I 99.00 15.69 I 3.82 I 453.45 .00 I 3.02 I 4.00 I 4.000 I I .000 .00 I 1 .0 16.017 .0220 - I - - I - - I - .0186 - I - .30 - I - 2.01 - I - 2.20 - I - 1.92 - I - .013 - I - .00 .00 1- PIPE ,10220.020 I I 447.972 I 2.021 I 449.993 I 99.00 15.55 I 3.75 I 453.75 .00 I 3.02 I 4.00 I 4.000 I I .000 .00 I 1 .0 - I - 55.515 - I - .0220. - I - - I - - I - - I - - I - .0172 - I - .96 - I - 2.02 - I - 2.17 - I - 1.92 - I - .013 - I - .00 .00 1- PIPE 10275.530 - I - I 449.194 - I - I 2.098 I I 451.292 I 99.00 14.82 I 3.41 I 454.70 .00 I 3.02 I 4.00 I 4.000 I I .000 .00 I 1 .0 33.470 .0220 - I - - I - - I - - I - - I - .0152 - I - .51 - I - 2.10 - I - 2.02 - I - 1.92 - I - .013 - I - .00 .00 1- PIPE 10309.000 - I - I 449.930 I 2.181 I I 452.111 I 99.00 14.13 I 3.10 I 455.21 .00 I 3.02 I 3.98 I 4.000 I I .000 .00 I 1 .0 JUNCT STR - I - .0220 - I - - I - - I - - I - - I - .0158 - I - .16 - I - 2.18 - I - 1.88 - I - - I - .013 - I - .00 .00 I- PIPE 10319.000 I 450.150 I 1.990 I I 452.140 I 94.00 15.05 I 3.52 I 455.66 .00 I 2.94 I 4.00 I 4.000 I I .000 .00 I 1 .0 -1- 28.000 -f- .0221 -I- -I- -I- -I- -I- .0168 -I- .47 -I- 1.99 -I- 2.12 -I- 1.86 -I- .013 -I- .00 .00 I- PIPE 10347.000 I 450.770 I 2.036 I i 452.806 I 94.00 14.63 I 3.32 I 456.13 .00 I 2.94 I 4.00 I 4.000 I I .000 .00 I 1 .0 - I - JUNCT STR - I - .0220 - I - - I - - I - - I - - I - .0180 - I - .18 - I - 2.04 - I - 2.03 - I - - I - .013 - I - .00 .00 I- PIPE 10357.000 I 450.990 I 1.855 I I 452.845 I 89.00 15.60 I 3.78 I 456.62 .00 I 2.86 I 3.99 I 4.000 I I .000 .00 I 1 .0 - I - 81.420 - I - .0219 - I - - I - - I - - I - - I - .0188 - I - 1.53 - I - 1.86 - I - 2.30 - I - 1.81 - I - .013 - I - .00 .00 1 PIPE 10438.420 I 452.770 I 1.918 I I 454.688, I 89.00 14.94 I 3.47 I 458.16 .00 I 2.86 I 4.00 I 4.000 I I .000 .00 I 1 .0 - I - JUNCT STR - I - .0218 - I - - I - - I - - I - - I - .0199 - I - .18 - I - 1.92 - I - 2.16 - I - - I - .013 - I - .00 .00 I PIPE n Y: \F60 \400 \Cal cs \Hydraul is \CitrusLat \CITRUS LAT. DOC 0 a . 0 FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC- F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth _I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev -1 (FT,)_ I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL -I IPrs /Pip -I- L /Elem ICh -I- Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fa111 ZR IType Ch I I I I I I I 10447.580 I I 452.970 I 1.745 I 454.715 I 84.00 15.95 I 3.95 458.67 .00 2.78 3.97 4.000 .000 .00 1 .0 - I - 129.380 - I - .0220 - I - - I - - I - - I - - I - .0220 - I - 2.85 - I - 1.74 - I - 2.44 - I - 1.74 - I - .013 - I - .00 .00 1- PIPE 10576.960 I I 455.819 I 1.745 I 457.564 I 84.00 15.95 I 3.95 I 461.52 .00 I 2.78 I 3.97 I 4.000 I I .000 .00 I 1 .0 223.040 .0220 .0220 4.91 1.74 2.44 1.74 .013 .00 .00 PIPE 10800.000 I I 460.730 I 1.745 I 462.475 I 84.00 15.95 I 3.95 I 466.43 .00 I 2.78 I 3.97 - I - I 4.000 - I - I I .000 - I - .00 I 1 .0 -I- 187.563 - I - .0220 - I - - I - - I - - I - - I - .0220 - I - 4.13 - I - 1.75 - I - 2.44 1.75 .013 .00 .00 1- PIPE 10987.560 I 464.856 I I 1.745 I 466.602 I 84.00 15.95 I 3.95 I 470.55 .00 I 2.78 I 3.97 I 4.000 I I .000 - I - .00 I 1 .0 - I - 312.438 - I - .0220 - I - - I - - I - - I - - I - .0220 - I - 6.87 - I - 1.75 - I - 2.44 - I - 1.75 - I - .013 .00 .00 1- PIPE I 11300.000 I 471.730 I I 1.745 I 473.475 I 84.00 15.95 I 3.95 I 477.42 .00 I 2.78 I 3.97 - I - I 4.000 - I - I I .000 - I - .00 1 .0 - I - 37.700 - I - .0220 - I - - I - - I - - I - - I - .0220 - I - .83 - I - 1.75 - I - 2.44 1.75 .013 .00 .00 1 PIPE 11337.700 I 472.559 I I 1.745 I 474.304 I 84.00 15.95 I 3.95 I 478.25 .00 I 2.78 - I - I 3.97 - I - I 4.000 - I - I I .000 - I - .00 I 1 .0 - I - 233.300 - I - .0220 - I - - I - - I - - I - - I - .0220 - I - 5.13 - I - 1.75 2.44 1.75 .013 .00 .00 1- PIPE 11571.000 I 477.690 I 1.745 I I 479.435 I 84.00 15.95 I 3.95 I 483.39 - I - .00 - I - I 2.78 - I - I 3.97 - I - I 4.000 - I - I I .000 - I - .00 I 1 1 .0 - I - 241.515 - I - .0220 - I - - I - - I - - I - - I - .0220 5.31 1.75 2.44 1.75 .013 .00 I .00 PIPE I 11812.510 I 483.003 I 1.745 I I 484.748 I 84.00 15.95 I 3.95 I 488.70 - I - .00 - I - I 2.78 - I - I 3.97 - I - I 4.000 - I - I .000 - I - .00 1 .0 - I - 221.524 - I - .0220 - I - - I - - I - - I - - I - .0207 4.59 1.75 2.44 1.75 .013 .00 .00 1 PIPE 12034.040 I 487.876 I 1.806 I 489.682 I I 84.00 15.24 I 3.61 I 493.29 .00 I 2.78 I 3.98 I 4.000 I I .000 .00 I 1 .0 70.277 .0220 .0183 1.28 1.81 2.28 1.75 .013 .00 .00 PIPE Y: \F60 \400 \Calcs \HydrauI is \CitrusLat \CITRUS LAT. DOC e 1 o e FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (QJ00 =117 cfs) I invert -1 Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wti INo Wth Station -I- I Elev -I- I (FT) I -I- Elev I -I- (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) -I ZR IType Ch I I I I 12104.320 - I - 489.422 - I - 1.873 - I - 491.295 - I - I 84.00 - I - 14.53 I 3.28 I 494.58 .00 I 2.78 I 3.99 I 4.000 I I .000 .00 I 1 .0 38.406 .0220 - I - - I - .0161 - I - .62 - I - 1.87 - I - 2.13 - I - 1.75 - I - .013 - I - .00 .00 1- PIPE 12142.720 - I - I 490.267 - I - I I 1.944 - I - I 492.211 - I - I 84.00 13.86 I 2.98 I 495.19 .00 I 2.78 I 4.00 I 4.000 I I .000 .00 I 1 .0 25.137 .0220 - I - - I - - I - .0142 - I - .36 - I - 1.94 - I - 1.98 - I - 1.75 - I - .013 - I - .00 .00 I- PIPE 12167.860 I 490.820 I I 2:018_ I 492.838 I 84.00 13.21 I 2.71 I 495.55 .00 I 2.78 I 4.00 I 4.000 I I .000 .00 I 1 .0 17.682 .0220 .0125 .22 2.02 1.85 1.75 .013 .00 .00 PIPE 12185.540 I 491.209 I 2.096 I I 493.305 I 84.00 12.60 I 2.46. I 495.77 .00 I 2.78 I 4.00 I 4.000 I I .000 .00 I 1 .0 - I - 12.999 - I - .0220 - I - - I - - I - - I - - I - .0110 - I - .14 - I - 2.10 - I - 1.72 - I - 1.75 - I - .013 - I - .00 .00 1- PIPE 12198.540 - I - I 491.495 - 1 - I 2.177 I I 493.672 I 84.00 12.01 I 2.24 I 495.91 .00 I 2.78 I 3.98 I 4.000 I I .000 .00 I 1 .0 9.569 .0220 - I - - I - - I - - I - - I - .0097 - I - .09 - I - 2.18 - I - 1.60 - I - 1.75 - I - .013 - I - .00 .00 1- PIPE 12208.110 - 1 - I 491.705 I 2.263 - I - I I 493.968 - I- I 84.00 11.45 I 2.Q4 I 496.01 .00 I 2.78 I 3.97 I 4.000 I I '000 .00 I 1 .0 7.013 71 - .0220 -I- - I - -1 .0086 -1- .06 - 1 - 2.26 - 1 - 1.48 - 1 - 1.75 - I - .013 - 1 - .00 .00 1- PIPE 12215.120 - I - I 491.859 - I - I 2.354 - I - I I 494.214 - I - I 84.00 10.92 I 1.85 I 496.07 .00 I 2.78 I 3.94 I 4.000 I I .000 .00 I 1 .0 5.086 .0220 - I - - I - - I - .0076 - I - .04 - I - 2.35 - I - 1.38 - I - 1.75 - I - .013 - I - .00 .00 1- PIPE 12220.210 - I - I 491.971 - I - I 2.449 - I - I I 494.420 - I - I 84.00 - I - 10.41 - I - I 1.68 - I - I 496.10 .00 I 2.78 I 3.90 I 4.000 I I .000 .00 I 1 .0 3.339 .0220 .0067 - I - .02 - I - 2.45 - I - 1.28 - I - 1.75 - I - .013 - I - .00 .00 1- PIPE 12223.550 I 492.045 I 2.551 I I 494.596 I 84.00 9.93 I 1.53 I 496.13 .00 I 2.78 I 3.85 I 4.000 I I .000 .00 I 1 .0 1.940 .0220 .0060 .01 2.55 1.18 1.75 .013 .00 .00 PIPE Y: \F60\ 400 \Calcs\ Hydraulic \CitrusLat \CITRUSLAT.DOC e o FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 6 Program Package Serial Number: 1411 WATER SURFACE'PROFILE LISTING Date: 7- B -2002 Time:12: 8:16 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -I- I Elev -I- I (FT) I - I- Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I - I- I - I - I -I- - I- SF Avel - I - HF ISE -I- DpthlFroude - I - N1Norm - I - Dp - I - I "N" - I - I X -Fall) - I ZR IType Ch I I I I 12225.490 - I - 492.087 - I - 2.659 - I - 494.746 - I - I 84.00 - I - 9.47 I 1.39 I 496.14 .00 I 2.78 I 3.78 I 4.000 I I .000 .00 I 1 .0 .572 .0220 I I - I - - I - .0053 - I - .00 - I - 2.66 - I - 1.09 - I - 1.75 - I - .013 - I - .00 .00 1- PIPE 12226.060 492.100 I 2.777 I 494.877 I 84.00 9.02 I 1.26 I 496.14 .00 I 2.78 I 3.69 I 4.000 I I .000 .00 I 1 .0 JUNCT STR .0220 .0032 .03 3.27 1.00 .013 .00 .00 PIPE 12236.060 - I - =1 492.320 - I - I 4.057 - I - I 496.377 I 55.00 4.38 I .30 I 496.67 .00 I 2.23 I .00 I I 4.000 I .000 .00 1 .0 3.798 .0221 - I - - I - - I - - I - .0015 - I - .01 - I - .00 - I - .00 - I - 1.38 - I - .013 - I - .00 .00 1 PIPE 12239.860 - I - I 492.404 - I - I I 4.000 - I - I 496.404 - I - I 55.00 4.38 I .30 I 496.70 4.00 I 2.23 I .00 I I 4.000 I .000 .00 I 1 .0 16.373 .0221 I I - I - - I - - I - .0014 - I - .02 - I - 4.00 - I - .00 - I - 1.38 - I - .013 - I - .00 .00 1- PIPE 12256.230 - I - 492.767 - I - I 3,629 - I - I 496.396 - I - I 55.00 4.59 I .33 I 496.72 .08 I 2.23 I 2.32 I I 4.000 I .000 .00 I 1 .0 8.807 .0221 I I - I - - I - - I - .0013 - I - .01 - I - 3.71 - I - .36 - I - 1.38 - I - .013 - I - .00 .00 1- PIPE 12265.040 492.962 I 3.413 I 496.375 I 55.00 4.81 I .36 I 496.73 .11 I 2.23 I 2.83 I I 4.000 I .000 .00 I 1 .0 .834 .0221 .0014 .00 3.52 .42 1.38 .013 .00 .00 1- PIPE 12265.870 - I - I 492.980 - I - I I 3.392 - I - I 496.372 - I - I 55.00 - I - 4.84 I .36 I 496.74 .00 I 2.23 I 2.87 I I 4.000 I .000 .00 I 1 .0 JUNCT STR .0220 I - I - - I - .0008 - I - .01 - I - 3.39 - I - .43 - I - - I - .013 - I - .00 .00 I PIPE 12275.870 - I - 493.200 - I - I I 3.466 - I - I 496.666 - I - I 26.00 - I - 2.25 - I - I .08 - I - I 496.74 .00 I I 1.51 2.72 I I 4.000 I .000 .00 I 1 .0 8.226 .0220 I .0003 - I - .00 - I - 3.47 - I - .19 - I - .94 - I - .013 - I - ,00 .00 1- PIPE 12264.100 493.381 I I 3.280 I 496.661 I 26.00 2.36 I .09 I 496.75 .00 I 1.51 I 3.07 I I 4.000 I .000 .00 I 1 .0 6.990 .0220 .0003 .00 3.28 .22 .94 .013 .00 .00 PIPE E Y: \F60\ 400 \Calcs\ Hydraulic \CitrusLat \CITRUSLAT.DOC s o FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 7 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -1- L /Elem - I - ICh Slope I - I - I -I- I -I- I -I- -I- SF Avel - I - -I HF ISE DpthlFroude - I - NINorm -I- Dp - I - I "N" I -I- X -Fa11I ZR - I IType Ch I 12291.090 - I - 493.535 I I 3.120 I 496.655 I 26.00 2.47 I .09 I 496.75 .00 I 1.51 I 3.31 I 4.000 I I .000 .00 I 1 .0 6.223 - I - .0220 - I - - I - - I - - I - - I - .0004 - I - .00 - I - 3.12 - I - .24 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12297.310 - I - I 493.672 - I - I I 2.976 - I - I 496.648 I 26.00 - I - 2.59 I .10 I 496.75 .00 I 1.51 I 3.49 I 4.000 I I .000 .00 I 1 .0 5.588 .0220 - I - - I - - I - .0004 - I - .00 - I - 2.98 - I - .27 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12302.900 I 493.795 I I 2.845 I 496.640 I 26.00 2.72 I .11 I 496.75 .00 I 1.51 I 3.63 I 4.000 I I .000 .00 I 1 .0 - I - 5.088 - I - .0220 - I - - I - - I - - I - - I - .0005 - I - .00 - I - 2.85 - I - .30 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12307.980 I 493.906 I 2.724 I I 496.631 I 26.00 2.85 I .13 I 496.76 .00 I 1.51 I 3.73 I 4.000 I I .000 .00 I 1 .0 - I - 4.676 - I - .0220 - I - - I - - I - - I - - I - .0005 - I - .00 - I - 2.72 - I - .32 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12312.660 I 494.009 I .2 .611 I I 496.620 I 26.00 2.99 I .14 I 496.76 .00 I 1.51 I 3.81 I 4.000 I I .000 .00 I 1 .0 4.258 .0220 .0006 .00 2.61 .35 .94 .013 .00 .00 PIPE 12316.920 - I - 494.103 2.506 - I - 496.609 26.00 3.14 .15 496.76 .00 1.51 3.87 4.000 .000 .00 1 .0 3.927 - I - .0220 - I - - I - - I - - I - .0007 - I - .00 - I - 2.51 - I - .38 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12320.840 I 494.189 I 2.407 I I 496.596 I 26.00 3.29 I .17 i 496.76 .00 I 1.51 I 3.92 I 4.000 I I .000 .00 I 1 .0 - I - 3.588 - I - .0220 - I - - I - - I - - I - - I - .0008 - I - .00 - I - 2.41 - I - .41 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12324.430 I 494.268 I 2.314 - 1- I I 496.582 I 26.00 - I - 3.45 I .18 I 496.77 .00 I 1.51 I 3.95 I 4.000 I I .000 .00 I 1 .0 - I - .896 - I - .0220 - I - - I - - I - .0008 - I - .00 - I - 2.31 - I - .44 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12325.330 I 494.288 I 2.288 I I 496.576 I 26.00 3.50 I .19 I 496.77 .00 I 1.51 I 3.96 I 4.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP u Y: \F60\ 400 \Calcs\ Hydraulic \CitrusLat \CITRUSLAT.DOC • o FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 8 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC- F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBaSe Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip - I- L /Elem -I- ICh Slope I -I- - I- I I -I I -I- -I- SF Avel - I- HF ISE -I- DpthlFroude -I- NINorm - I - Dp -I- I "N" - I - I X -Fall) - I ZR IType Ch I 12325.330 - I - I 494.268 .944 I I 495.232 I 26.00 11.49 I 2.05• I 497.28 I .00 I 1.51 3.40 I 4.000 I I .000 .00 I 1 .0 440.650 - 1 - .0220 - I - - I - - I - - I - - I - .0220 - I - 9.70 - I - .94 - I - 2.48 - I - .94 - I - .013 - I - .00 .00 I PIPE 12765.980 503.982 -1 .944 504.925 26.00 11.49 2.05 506.97 .00 1.51 3.40 4.000 .000 .00 1 .0 - I - 111.659 .0220 - I - - I - - I - - I - - I - .0211 - I - 2.36 - I - .94 - I - 2.48 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12877.640 - I - I 506.438 I .963 I I 507.401 I 26.00 11.16 I 1.93 I 509.33 I .00 1.51 I 3.42 I 4.000 I I .000 .00 I 1 .0 47.342 - I - .0220 - I - - I - - I - - I - - I - .0190 - I - .90 - I - .96 - I - 2.38 - I - .94 - I - .013 - I - .00 .00 1 PIPE 12924.980 I 507.480 I .996 I I 508.476 I 26.00 10.64 I 1.76 I 510.23 I .00 1.51 I 3.46 I 4.000 I I .000 .00 I 1 .0 - I - 23.296 - I - .0220 - I - - I - - I - - I - - I - .0166 - I - .39 - I - 1.00 - I - 2.23 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12948.280 I 507.992 I 1.030 I I 509.022 I 26.00 10.14 I 1.60 I 510.62 I .00 1.51 I 3.50 I 4.000 I I .000 .00 I 1 .0 - I - 14.607 - I - .0220. - I - -- - I - - I - - I - - I - .0145 - I - .21 - I - 1.03 - I - 2.09 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12962.880 - I - I 508.313 I 1.066 I I 509.380 I 26.00 9.67 I 1.45 I 510.83 I .00 1.51 I 3.54 I 4.000 I I .000 .00 I 1 .0 10.227 - I - .0220 - I - - I - - I - - I - - I - .0127 - I - .13 - I - 1.07 - I - 1.95 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12973.110 I 508.538 I 1.103 I I 509.641 I 26.00 9.22 I 1.32 I 510.96 I .00 1.51 I 3.58 I 4.000 I I .000 .00 I 1 .0 - I - 7.538 - I- .0220 - I - -I- -I - I - -I .0111 - I - .08 - I - 1.10 - I - 1.83 -I .94 - I - .013 - I - .00 .00 1 PIPE 12980.650 I 508.704 I 1.141 - I - I I 509.845 I 26.00 8.79 I 1.20 I 511.05 I .00 1.51 I 3.61 I 4.000 I I .000 .00 I 1 .0 71 5.633 -I .0220 - I - -I -I- -1- .0097 - I - .05 - 1 - 1.14 - I - 1.71 -1 .94 - I - .013 - I - .00 .00 1 PIPE 12986.280 I 508.828 I 1_:_181 I I 510.009 I 26.00 8.38 I 1.09 I 511.10 I .00 1.51 I 3.65 I 4.000 I I .000 .00 I 1 .0 4.316 .0220 .0085 .04 1.18 1.60 .94 .013 .00 .00 PIPE E Y: \F60\ 400 \Calcs\ Hydraulic \CitrusLat \CITRUSLAT.DOC e o FILE: CITRUSLAT.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 9 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 7- 8 -2002 Time:12: 8:16 Citrus Avenue Widening JN OC -F60- 400 -00 Task 204 Client: City of Fontana 100 YR Citrus Lateral (Q100 =117 cfs) I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 ]No Wth Station -I- I Elev I - I - (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ]Ch Slope 1 -I 1 -I- 1 - I - - I - 1 - I - SF Avel - I - HF ISE -I Dpth]Froude - I - NINorm - I - Dp -I- I "N" I - I - X -Fall] ZR - I IType Ch I 12990.600 I 508.923 I 1.222 I 510.145 I 26.00 7.99 I .99 I 511.14 .00 I 1.51 I 3.69 I t 4.000 I .000 .00 I 1 .0 3.244 .0220 .0075 .02 1.22 1.50 .94 .013 .00 .00 PIPE 12993.840 - I - I I 508.995 - I - I 1.265 - I - I 510.260 - I - I 26.00 7.62 I .90 I 511.16 .00 I 1.51 I 3.72 I 4.000 I I .000 .00 I 1 .0 2.455 .0220 - I - - I - - I - .0065 - I - .02 - I - 1.27 - I - 1.40 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12996.300 I I 509.049 I 1.309 I 510.358 I 26.00 7.27 I .82 I 511.18 .00 I 1.51 I 3.75 I 4.000 I I .000 .00 I 1 .0 - I - 1.690 - I - .0220 - I - - I - - I - - I - - I - .0057 - I - .01 - I - 1.31 - I - 1.31 - I - .94 - I - .013 - I - .00 .00 1- PIPE 12997.990 I I 509.086 I 1.356 I 510.442 I 26.00 6.93 I .75 I 511.19 .00 I 1.51 I 3.79 I 4.000 I I .000 .00 I 1 .0 - I - 1.163 - I - .0220 - I - - I - - I - - I - - I - .0050 - I - .01 - I - 1.36 - I - 1.23 - I - .94 - I - .013 - I - .00 .00 1 PIPE 12999.150 I I 509.111 1.404 I 510.515 I I 26.00 6.61 I .68 I 511.19 .00 I 1.51 I 3.82 I 4.000 I I .000 .00 I 1 .0 .658 .0220 .0044 .00 1.40 1.15 .94 .013 .00 .00 PIPE 12999.810 - I - I I 509.126 1.454 I 510.580 I I 26.00 6.30 I .62 I 511.20 .00 I 1.51 I 3.85 I 4.000 I I .000 .00 I 1 .0 .191 -I .0220 -I- -I- - I - -I- - I- .0038 - I- .00 -I- 1.45 -I- 1.07 -I- .94 -I- .013 -I- .00 .00 1- PIPE 13000.000 I 509.130 I 1.508 I 510.638 I I 26.00 6.00 I .56 I 511.20 I I I I I I G] Y: \F60\ 400 \Calcs\ Hydraulic \CitrusLat \CITRUSLAT.DOC E Lol Z ��M I J 0 0 FILE: laterall.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:33:47 Citrus Avenue Widening Project 100 YR Main Line Lateral 1 - Q= 5 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width - I - 1Dia. -FTIor - I - I.D.1 -I ZL IPrs /Pip - I - I - L /Elem ICh -I- Slope I - I- - I - I I - I - I - I - -I- SF Avel -I- HF ISE - I - DpthlFroude -I- NINorm Dp I "N" I X -Fa111 ZR ]Type Ch I ? I I I I I I I I I I I 10008.670 1385.910 3.516 1389.426 5.00 1.59 .04 1389.47 .00 .79 .00 2.000 - I - .000 .00 1 .0 - I - 15.333 - I - .0994 - I - - I - - I - - I - - I - .0005 - I - .01 - I - 3.52 - I - .00 - I - .36 .013 - I - .00 .00 1- PIPE I 10024.000 I 1387.433 2_.000 I I 1389.433 I 5.00 - I - 1.59 - I - I .04 - I - I 1389.47 - I - .00 - I - I I .79 - I - .00 - I - I I 2.000 - I - I .000 - I - .00 I 1 1- .0 - I - 1.830 - I - .0994 - I - - I - .0005 .00 2.00 .00 .36 .013 .00 .00 PIPE I 10025.830 I 1387.615 1.814 I I 1389.429 I 5.00 1.67 - I - I .04 - I - I 1389.47 - I - .00 - I - I I .79 - I - 1.16 - I - I I 2.000 - I - I .000 - I - .00 I 1 1- .0 - I - 1.048 - I - .0994 - I - - I - - I - .0004 .00 1.81 .18 .36 .013 .00 .00 PIPE I 10026.880 I 1387.719 1.706 I I 1389.425 I 5.00 1.75 I .05 I 1389.47 .00 - I - I I .79 1.42 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .842 - I - .0994 - I - - I - - I - - I - - I - .0005 - I - .00 1.71 - I - .22 .36 .013 .00 .00 1 PIPE I .10027.720 I 1387.803 1.618 I I 1389.421 I 5.00 1.84 - I - I .05 - I - I 1389.47 .00 - I - I I .79 - I - 1.57 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .736 - I - .0994 - I - - I - - I - .0005 - I - .00 1.62 .25 .36 .013 .00 .00 1 PIPE I I 10028.460 I 1387.876 1.540 I I 1389.416 I 5.00 1.93 I .06 I 1389.47 .00 - I - I I .79 - I - 1.68 -I- I I 2.000 - I - I .000 - I - .00 1 .0 - I - .231 - I - .0994 - I - - I - - I - - I - -I .0006 -I .00 1.54 .27 .36 .013 .00 .00 1 PIPE I 10028.690 I 1387.899 1.513 I I 1389.412 I 5.00 1.96 I .06 I 1389.47 .00 I I .79 1.72 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP I I I I 10028.690 I 1387.899 .359 I I 1388.258 I 5.00 13.05 I 2.64 I 1390.90 .00 - I - I I .79 1.54 I 2.000 -I- .000 -I- .00 1 .0 - I - 17.078 -I- .0994 -I- -I- -I- - I - -I- .0924 -I- 1.58 .36 -I- 4.60 -I- .36 .013 .00 .00 I- PIPE I 10045.770 I 1389.597 .371 I I 1389.968 I 5.00 12.43 - I - I 2.40 - I - I 1392.37 - I - .00 - I - I I .79 - I - 1.55 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - 10.984 - I - .0994 - I - -I -I .0806 .89 .37 4.31 .36 .013 .00 .00 1 PIPE E Y: \F60\ 400 \Calcs \Hydraul iciaterals \MainLateral \lateral I .doc e o ,FILE: laterall.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program�Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:33:47 Citrus Avenue Widening Project 100 YR Main Line ******************************************************************************************* Lateral 1 - Q= 5 cfs * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. - FTIor I.D.1 ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I - I - I -I- -I- I I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NlNorm -I- Dp -I- I "N" - I - I X -Fall) ZR IType Ch ********* I ********* I ******** 1 ********* 1**************** 1******* 1********* I******* 1******** I * * * * * * * *I * * * * * * *1 * * * * * * *I * * * ** 1 * * * * * ** I t I I I I I I 1 10056.750 1390.688 .383 1391.071 5.00 11.85 - I - 2.18 - I - 1393.25 .00 .79 - I - 1.57 - I - 2.000 - I - .000 - I - .00 1 .0 - I - 6.395 - I - .0994 - I - - I - - I - .0704 - I - .45 - I - .38 4.04 .36- .013 .00 .00 1- PIPE 10063.150 I I 1391.323 I .396 1391.719 - I - I I 5.00 - I - 11.30 - I - I 1.98 - I - I 1393.70 - I - .00 - I - I .79 - I - I 1.59 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - 4.396 - I - .0994 - I - .0615 .27 .40 3.78 .36 .013 .00 .00 1- PIPE 10067.540 I I 1391.760 I .410 1392.170 I I 5.00 10.78 I 1.80 I 1393.97 .00 I .79 I 1.61 I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - 3.291 - I - .0994 - I - - I - - I - - I - - I - .0538 - I - .18 - I - .41 - I - 3.54 - I - .36 .013 .00 .00 1 PIPE 10070.830 I I 1392.087 I .424 1392.511 I I 5.00 10.28 I 1.64 I 1394.15 .00 i .79 I 1.64 I 2.000 I I .000 .00 I 1 .0 - I - 2.579 - I - .0994 - I - - I - - I - - I - - I - .0470 - I - .12 - i - .42 - I - 3.32 - I - .36 - I - .013 - I - .00 .00 1- PIPE I I I I I 7 I I I I I I I 1007.3.410 1392.343 .438 1392.781 5.00 9.80 1.49 - I - 1394.27 .00 .79 1.65 2.000 .000 .00 1 .0 - I - 2.067 - I - .0994 - I - - I - - I - - I - .0411 - I - .08 - I - .44 - I - 3.11 - I - .36 - I - .013 - I - .00 .00 1- PIPE 10075.480 I I 1392.549 I .453 1393.002 I I 5.00 9.34 I 1.35 - I - I 1394.36 - I - .00 - I - I .79 - I - I 1.67 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - 1.689 - I - .0994 - I - - I - - I - - I - .0359 .06 .45 2.91 .36 .013 .00 .00 1 PIPE 10077.170 I I 1392.716 I .469 1393.186 I I 5.00 8.91 - I - I 1.23 - I - I 1394.42 - I - .00 - I - I .79 - I - I 1.69 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - 1.413 - I - .0994 - I - - I - - I - .0314 .04 .47 2.73 .36 .013 .00 .00 1 PIPE 10078.580 I I 1392.857 I .485 .1393.342 I I 5.00 - I - 8.49 -I- I 1.12 -I- I 1394.46 -I- .00 -I- I I .79 -I- 1.71 -I- I I 2.000 -I- I .000 -I- .00 I 1 .0 -I 1.193 -I- .0994 -I -I- .0275 .03 .49 2.55 .36 .013 .00 .00 1- PIPE 10079.780 I I 1392.975 I .501 1393.476 I I 5.00 8.10 I 1.02 I 1394.49 .00 I I .79 1.73 I I 2.000 I .000 .00 I 1 .0 .989 .0994 .0240 .02 .50 2.39 .36 .013 .00 .00 PIPE L01 Y:\F60\400\Calcs\Hydrauliciaterals\MainLateral\laterai l .doc e o FILE: lateral_l.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:33:47 Citrus Avenue Widening Project 100 YR Main Line Lateral 1 - Q= 5 cfs I Invert 1 Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FT1or I.D.1 - I- ZL IPrs /Pip - I - I - L /Elem - I - ICh Slope I - I - - I - I -I- I I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - - I - NINorm Dp -I- I "N" I X -Fall) ZR IType Ch 10080.770 1393.074 .519 1393.593 5.00 7.72 .93 1394.52 .00 .79 1.75 2.000 .000 .00 1 .0 - I - .844 - I - .0994 - I - - I - - I - - I - - I - .0210 - I - .02 - I - .52 2.24 - I - - I - .36- - I - .013 - I - .00 .00 1 PIPE 10081.610 I I 1393.157 .537 I 1393.695 I I 5.00 7.36 i .84 I 1394.54 .00 I .79 I 1.77 - I - I 2.000 I I .000 - I - .00 I 1 .0 - I - .723 - I - .0994 - I - - I - - I - - I - - I - .0184 - I - .01 - I - .54 2.10 - I - .36 - I - .013 .00 .00 1 PIPE 10082.330 I I 1393.229 .555 I 1393.784 I I 5.00 7.02 I .76 I 1394.55 .00 I .79 I 1.79 I 2.000 I I .000 .00 I 1 .0 - I - .595 - I - .0994 - I - - I - - I - - I - - I - .0161 - I - .01 - I - .56 1.96 - I - - I - .36 - I - .013 - I - .00 .00 1- PIPE 10082.930 I I 1393.288 .575 I 1393.863 I I 5.00 6.69 I .70 I 1394.56 .00 I .79 I 1.81 I 2.000 I I .000 .00 I 1 .0 .507 .0994 .0191 .01 .58 1.84 .36 .013 .00 .00 PIPE 10083.430 I I 1393.339 .595 I 1393.934 I I 5.00 - I - 6.38 - I - I .63 - I - I 1394.57 - I - .00 - I - I .79 I 1.83 - I - - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .431 - I - .0994 - I - - I - .0123 .01 .60 1.72 .36 .013 .00 .00 1- PIPE 10083.860 I I 1393.381 .615 I 1393.996 I I 5.00 6.08 I .57 - I - I 1394.57 - I - .00 - I - I .79 I 1.85 - I - - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .342 - I - .0994 - I - - I - - I - - I - .0108 .00 .62 1.61 .36 .013 .00 .00 1- PIPE 10084.210 I I 1393.415 .637 I 1394.052 I I 5.00 5.80 I .52 I 1394.57 .00 I .79 I 1.86 I I 2.000 I .000 .00 I 1 .0 .283 .0994 .0094 .00 .64 1.50 .36 .013 .00 .00 PIPE 10084.490 I I 1393.443 - 1 - .659 I 1394.103 I I 5.00 - I - 5.53 I .47 I 1394.58 - I - .00 - I - I .79 I 1.88 - I - - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .211 .0994 - I - - I - - I - - I - .0083 .00 .66 1.41 .36 .013 .00 .00 1 PIPE 10084.700 I I 1393.464 .683 I 1394.147 I I 5.00 - I - 5.27 - I - I .43 I 1394.58 .00 - I - I .79 I 1.90 - I - I I 2.000 I .000 .00 I 1 .0 - I - .166 - I - .0994 - I - - I - - I - .0073 - I - .00 .68 1.31 - I - .36 - I - .013 - I - .00 .00 1- PIPE E Y:\F60\400\Caics\Hydrauliciaterals\MainLateral\lateraI I .doc 0 0 FILE: laterall.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:33:47 Citrus Avenue Widening Project 100 YR Main Line Lateral 1 - Q= 5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I i I I I I I I I I I I I 10084.870 1393.481 .707 1394.188 5.00 5.03 .39 1394.58 .00 .79 1.91 2.000 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- .115 .0994 .0064 .00 .71 1.23 .36- .013 .00 .00 PIPE I I I I I I I I I I I 1 1 10084.980 1393.492 .732 1394.224 5.00 4.79 .36 1394.58 .00 .79 1.93 2.000 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1 .058 .0994 .0056 .00 .73 1.15 .36 .013 .00 .00 PIPE I I I I I Y:\F60\400\Caics\Hydrauliciaterals\MainLateral\lateraI l .doc o e FILE: lateral2.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -25 -2002 Time: 7:13:57 Citrus Avenue Widening Project 100 YR Main Line Lateral 2 - Q= 4 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl ]No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width 1Dia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 10010.140 1385.910 3.516 1389.426 4.00 1.27 .03 1389.45 .00 .70 .00 2.000 .000 .00 1 .0 .527 2.8743 .0003 .00 3.52 .00 .14 .013 .00 .00 1- PIPE I 10010.670 I 1387.426 2.000 I I 1389.426 I 4.00 -I- 1.27 -I- I .03 -I- I 1389.45 -I- .00 -I- I .70 -I- I .00 -I- I I 2.000 -I- I .000 -I- .00 I 1 .0 -I- .063 - I - 2.8743 -I- -I- .0003 .00 2.00 .00 .14 .013 .00 .00 1- PIPE I 10010.730 I 1387.609 1.814 I I 1389.423 I 4.00 1.34 I .03 I 1389.45 .00 - I - I .70 - I - I 1.16 I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .027 - I - 2.8743 - I - - I - - I - - I - - I - .0003 - I - .00 1.81 .15 - I - .14 .013 .00 .00 I PIPE I 10010.760 I 1387.687 1.732 I I 1389.419 I 4.00 1.38 I .03 I 1389.45 .00 I .70 I 1.36 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP I 10010.760 I 1387.687 .232 I I 1387.919 I 4.00 - I - 19.67 - I - I 6.01 - I - I 1393.93 - I - .00 - I - I .70 - I - I 1.28 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .067 - I - 2.8743 - I - - I - .3839 .03 .23 8.70 .14 .013 .00 .00 1 PIPE I 10010.830 I 1387.876 .232 I I 1388.108 I 4.00 - I - 19.66 - I - I 6.00 - I - I 1394.11 - I - .00 - I - I .70 - I - I 1.28 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .214 - I - 2.8743 - I - - I - .3588 .08 .23 8.69 .14 .013 .00 .00 1 PIPE I 10011.040 I 1388.491 .239 I I 1388.730 I 4.00 - I - 18.74 - I - I 5.46 - I - I 1394.19 - I - .00 - I - I I .70 - I - 1.30 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .190 - I - 2.8743 - I - - I - .3128 .06 .24 8.15 .14 .013 .00 .00 1 PIPE I 10011.230 I 1389.039 .247 I I 1389.286 - I - I 4.00 - I - 17.87 - I - I 4.96 - I - I 1394.24 - I - .00 - I - I I .70 - I - 1.32 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .170 - I - 2.8743 - I - .2733 .05 .25 7.64 .14 .013 .00 .00 1- PIPE I 10011.400 I 1389.527 .256 I I 1389.783 -I- I 4.00 - I - 17.04 - I - I 4.51 -I- I 1394.29 -I- .00 -I I I .70 - I - 1.34 -I- I I 2.000 -I- I .000 -I- .00 I 1 .0 -I- .152 -I- 2.8743 -I- .2387 .04 .26 7.17 .14 .013 .00 .00 1- PIPE E4 Y:\F60 \400 \Cal cs \Hydraul id aterals \Main Lateral \lateral2.doc o e FILE: lateral2.WSW W S P G W- CIVILOESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -25 -2002 Time: 7:13:57 Citrus Avenue Widening Project 100 YR Main Line Lateral 2 - Q= 4 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super (CriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FT(or I.D.I -I- ZL IPrs /Pip -I -I- L /Elem - I - ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel - I- - I- HF ISE DpthlFroude -I- NINorm -I- Dp - I - I "N" I X -Fall) ZR IType Ch # I I 10011.550 I 1389.965 I .264 I 1390.229 I 4.00 16.25 I 4.10 I 1394.33 .00 I .70 I 1.35 I 2.000 I I .000 .00 1 .0 - I - .137 - I - 2.8743 - I - - I - - I - - I - - I - .2082 - I - .03 - I - .26 - I - 6.71 - I - .14 - I - .013 - I - .00 .00 1- PIPE 10011.690 I I 1390.357 I .273 I 1390.630 I 4.00 15.49 I 3.73 I 1394.36 .00 I .70 I 1.37 I 2.000 I I .000 .00 I 1 .0 - I - .122 - I - 2.8743 - I - - I - - I - - I - - I - .1818 - I - .02 - I - .27 - I - 6.30 - I - .14 - I - .013 - I - .00 .00 1 PIPE ,10011.810 I I 1390.709 I .282 I 1390.991 - I - I 4.00 - I - 14.77 - I - I 3.39 - I - I 1394.38 - I - .00 - I - I .70 - I - I 1.39 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .110 - I - 2.8743 - I - .1586 .02 .28 5.90 .14 .013 .00 .00 1 PIPE 10011.920 I I 1391.025 I .291 I 1391.317 I 4.00 - I - 14.08 - I - I 3.08 - I - I 1394.40 - I - .00 - I - I .70 - I - I 1.41 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .099 - I - 2.8743 - I - - I - .1384 .01 .29 5.53 .14 .013 .00 .00 1 PIPE 10012.020 I I 1391.309 I .301 I 1391.610 I 4.00 - I - 13.43 I 2.80 I 1394.41 - I - .00 - I - I .70 - I - I 1.43 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .089 - I - 2.8743 - I - - I - - I - - I - .1209 .01 .30 5.18 .14 .013 .00 .00 1- PIPE 10012.110 I I 1391.564 I .311 I 1391.875 I 4.00 - I - 12.80 - I - I 2.54 - I - I 1394.42 - I - .00 - I - I .70 - I - I 1.45 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .079 - I - 2.8743 - I - - I - .1056 .01 .31 4.86 .14 .013 .00 .00 I- PIPE 10012.190 I I 1391.793 I .322 I 1392.115 I 4.00 - I - 12.21 - I - I 2.31 - I - I 1394.43 - I - .00 - I - I .70 - I - I 1.47 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .071 - I - 2.8743 - I - - I - .0923 .01 .32 4.56 .14 .013 .00 .00 1- PIPE 10012.260 I I 1391.999 I .333 I 1392.332 I 4.00 - I - 11.64 I 2.10 I 1394.44 - I - .00 - I - I .70 - I - I 1.49 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .064 - I - 2.8743 - I - - I - - I - - I - .0806 .01 .33 4.27 .14 .013 .00 .00 1 PIPE 10012.320 I I 1392.184 I .344 I 1392.528 I 4.00 - I - 11.10 - I - I 1.91 I 1394.44 .00 I .70 - I - I 1.51 I 2.000 I I .000 .00 I 1 .0 - I - .058 - I - 2.8743 - I - - I - - I - .0704 - I - .00 - I - .34 4.00 - I - .14 - I - .013 - I - .00 .00 1 PIPE Y:\F60 \400 \Calcs \Hydraul iciaterals \MainLateral \lateral2.doc 0 0 FILE: lateral2.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -25 -2002 Time: 7:13:57 Citrus Avenue Widening Project 100 YR Main Line Lateral 2 - Q= 4 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I -I- L /Elem -I ICh Slope -I- I -I- I -I- I I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fall) ZR IType Ch I I I I 10012.380 I 1392.351 I .355 I 1392.706 I I 4.00 10.58 I 1. I 1394.44 I .00 .70 I 1.53 2.000 - I - .000 - I - .00 1 .0 - I - .052 - I - 2.8743 - I - - I - - I - - I - - I - .0614 - I - .00 - I - .36 - I - 3.75 - I - .14 .013 .00 .00 1 PIPE 10012.430 I 1392.500 I .367 I 1392.867 I I 4.00 - I - 10.09 - I - I 1.58 - I - i 1394.45 - I - I .00 - i - .70 - I - I 1.55 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .046 - I - 2.8743 - I - - I - .0537 .00 .37 3.51 .14 .013 .00 .00 1 PIPE 10012.480 I 1392.634 I .380 I 1393.014 I I 4.00 9.62 I 1:44 I 1394.45 I .00 .70 I 1.57 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 - I - .042 -I- 2.8743 -I- -I- -I- -I- -I- .0469 -I .00 -I- .38 -I- 3.29 .14 .013 .00 .00 1- PIPE 10012.520 I 1392.753 I .393 I 1393.146 I I 4.00 9.17 I 1.3] I 1394.45 I .00 - I - .70 - I - I 1.59 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .037 - I - 2.8743 - I - - I - - I - - I - - I - .0410 - I - .00 .39 3.09 .14 .013 .00 .00 1- PIPE 10012.560 I 1392.860 I .406 I 1393.266 I I 4.00 - I - 8.74 - I - I 1.19 - I - I 1394.45 - I - I .00 - I - I .70 - I - 1.61 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 -I- .033 - I - 2.8743 - I - - I - .0358 .00 .41 2.89 .14 .013 .00 .00 1- PIPE 10012.590 I 1392.955 I I .420 1393.375 I I 4.00 8.34 I 1.08 I 1394.45 I .00 I .70 1.63 I I 2.000 I .000 .00 I 1 .0 .029 2.8743 .0313 .00 .42 2.71 .14 .013 .00 .00 PIPE 10012.620 I 1393.041 I .434 I 1393.475 I I 4.00 7.95 I .98 - I - I 1394.46 - I - I .00 - I - I .70 - I - 1.65 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .026 - I - 2.8743 - I - - I - - I - - I - .0274 .00 .43 2.54 .14 .013 .00 .00 1- PIPE 10012.650 I 1393.115 I I .449 1393.565 - I - I I 4.00 - I - 7.58 - I - I .89 - I - I 1394.46 - I - I .00 - I - I .70 - I - 1.67 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .023 - I - 2.8743 - I - .0239 .00 .45 2.38 .14 .013 .00 .00 1- PIPE 10012.670 I 1393.182 I I 464 1393.646 I I 4.00 - I - 7.23 - I - I .81 - I - I 1394.46 - I - I .00 - I - I .70 - I - 1.69 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .021 - I - 2.8743 - I - - I - .0209 .00 .46 2.22 .14 .013 .00 .00 1- PIPE E Y: \F60 \400 \Calcs \HydrauIid aterals\MainLateral \ lateral2.doc • 1 o FILE: lateral2.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -25 -2002 Time: 7:13:57 Citrus Avenue Widening Project 100 YR Main Line Lateral 2 - Q= 4 cfs I Invert- I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.] ZL IPrs /Pip -I- L /Elem - I - ICh Slope - I - I - I - I - I - I I - I - -I- SF Ave] -I- -I- HF ISE DpthlFroude - I - NINorm Dp - I - - I - I "N" - I - I X -Fall) ZR - I IType Ch 10012.690 - I - 1393.240 - I - .480 - I - 1393.720 - I - 4.00 - I - 6.89 - I - .74 1394.46 .00 .70 1.71 2.000 .000 .00 1 .0 .018 2.8743 - I - .0183 - I - .00 - I - .48 - I - 2.08 - I - .14 - I - .013 - I - .00 .00 1- PIPE 10012.710 - I - I 1393.292 - I - I I .496 - I - 1393.788 - I - I I 4.00 - I - 6.57 - I - I .67 - I - I 1394.46 - I - .00 I I .70 1.73 I 2.000 I I .000 .00 I 1 .0 .015. 2.8743 .0160 .00 - I - .50 - I - 1.95 - I - .14 - I - .013 - I - .00 .00 I- PIPE 10012.720 - I - I 1393.335 - I - I I 514 - I - 1393.849 - I - I I 4.00 6.26 I .61 I 1394.46 .00 I I .70 1.75 I 2.000 I I .000 .00 I 1 .0 .014 2.8743 - I - - I - - I - .0140 - I - .00 - I - .51 - I - 1.83 - I - .14 - I - .013 - I - .00 .00 1 PIPE 10012.740 I 1393.373 I I .531 1393.905 I I 4.00 5.97 I .55 I 1394 ..46 .00 I I .70 1.77 I 2.000 I I .000 .00 I 1 .0 - I - .011 - I - 2.8743 - I - - I - - I - - I - - I - .0122 - I - .00 - I - .53 - I - 1.71 - I - .14 - I - .013 - I - .00 .00 1- PIPE 10012.750 - I - I I 1393.405 - I - I .550 - I - 1393.955 - I - I I 4.00 - I - 5.69 - I - I .50 - I - I 1394.46 .00 I I .70 1.79 I 2.000 I I .000 .00 I 1 .0 .010 2.8743 .0107 - I - .00 - I - .55 - I - 1.60 - I - .14 - I - .013 - I - .00 .00 1- PIPE 10012.760 - I - I I 1393.432 - I - I .569 - I - 1394.001 - I - I I 4.00 - I - 5.43 I .46 I 1394.46 .00 I I .70 1.80 I I 2.000 I .000 .00 I 1 .0 .008 2.8743 - I - - I - .0094 - I - .00 - I - .57 - I - 1.50 - I - .14 - I - .013 - I - .00 .00 1- PIPE 10012.760 - I - I I 1393.453 I .589 I 1394.043 I 4.00 5.18 I .42 I 1394.46 .00 I I .70 1.82 I I 2.000 I .000 .00 I 1 .0 .006 - I - 2.8743 - I - - I - - I - - I - - I - .0082 - I - .00 - I - .59 - I - 1.40 - I - .14 - I - .013 - I - .00 .00 1 PIPE 10012.770 -I- I I 1393.471 -I- I .609 -I- I 1394.080 -I- I 4.00 -I- 4.94 I .38 I 1394.46 .00 I i .70 1.84 I I 2.000 I .000 .00 I 1 .0 .004 2.8743 -I- -I- .0072 -I- .00 -I- .61 -I- 1.31 - I - .14 -I- .013 - I - .00 .00 1 PIPE 10012.770 - I - I I 1393.484 - I - I .631 - I - I 1394.115 - I - I 4.00 - I - 4.71 - I - I .34 - I - I 1394.46 .00 I I .70 1.86 I I 2.000 I .000 .00 I 1 .0 .003 2.8743 .0063 - I - .00 - I - .63 - I - 1.23 - I - .14 - I - .013 - I - .00 .00 1- PIPE E Y:\F60 \400 \Cal cs \HydrauI id aterals \MainLateral\lateral2.doc 0 1 0 FILE: lateral2.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -25 -2002 Time: 7:13:57 Citrus Avenue Widening Project 100 YR Main Line Lateral 2 - Q= 4 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem - I - ICh Slope I - I - - I- I - I- -I- I I - I- SF Avel - I- - I - HF ISE DpthlFroude - I - NINorm - I - Dp - I - -I- I "N" I X -Fall] ZR -I IType Ch 10012.780 - I - 1393.493 - I - .653 1394.146 - I - - I - 4.00 4.49 - I - - I - .31 - I - 1394.46 .00 ,70 1.88 2.000 .000 .00 1 .0 .002 2,8743 .0055 - I - - I - .00 .65 - I - 1.15 - I - .14 - I - - I - .013 .00 .00 1- PIPE : 10012.780 - I - I I 1393.498 - I - I .676 1394.175 - I - - I - I I 4.00 4.28 - I - - I - I .28 - I - I 1394.46 .00 I .70 I 1.89 I I I 2.000 .000 .00 I 1 .0 .001 2.8743- .0048 - I - - I - .00 .68 - I - 1.07 - I - .14 - I - - I - .013 .00 .00 1 PIPE 10012.780 - I - 1393.500 - I - .701 1394.201 - I - - I- 4.00 4.07 -I- - I - .26 -I- 1394.46 .00 - I - -I- .70 -I- 1.91 - I - 2.000 .000 - I - -I- .00 1 .0 I Y: \F60 \400 \C alcs \HydrauI id ateral s\M ai n Lateral\latera12. doc 0 0 FILE: lateral3.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:42:38 Citrus Avenue Widening Project 100 YR Main Line Lateral 3 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy 1 Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL - I IPrs /Pip - I - L /Elem - I - ICh Slope I -I- -I- I I -I- -I- I -I- SF Ave.l -I- HF 1SE -I- DpthlFroude -I- N1Norm -I- Dp -I- I "N" I -I- X -Fa111 ZR 1Type Ch 10008.400 I I 1389.690 3.153 I I 1392.843 2.00 I .64 I .01 I 1392.85 .00 I .49 I .00 I I 2.000 I .000 .00 I 1 .0 7.112 .1622 .0001 .00 3.15 .00 .20 .013 .00 .00 PIPE 10015.510 I I 13.90.844 - 2.00 I I 1392.844 2.00 I .64 I .01 I 1392.85 .00 I .49 I .00 I I 2.000 I .000 .00 I 1 .0 - I - 1.137 - I - .1622 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 2.00 - I - .00 - I - .20 - I - .013 - I - .00 .00 1- PIPE • 10016.650 I I 1391.028 1.814 I I 1392.842 2.00 I .67 I .01 I 1392.85 .00 I .49 I 1.16 I I 2.000 I .000 .00 I 1 .0 - I - .662 - I - .1622 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.81 - I - .07 - I - .20 - I - .013 - I - .00 .00 1 PIPE 10017.310 I I 1391.135 1.706 I I 1392.841 2.00 I .70 I .01 I 1392.85 .00 I I .49 1.42 I I 2.000 I .000 .00 I 1 .0 - I - .538 - I - .1622 - I - - I - - I - - I - - i - .0001 - I - .00 - I - 1.71 - I - .09 - I - .20 - I - .013 - I - .00 .00 1- PIPE :10017.850 I I 1391.223 1.618 I I 1392.841 2.00 I .73 I .01 I 1392.85 .00 - I - I I .49 1.57 I I 2.000 - I - I .000 .00 I 1 .0 - I - .476 - I - .1622._ - I - - I - - I - - I - - I - .0001 - I - .00 1.62 - I - .10 - I - .20 .013 - I - .00 .00 1- PIPE 10018.330 I I 1391.300 1.540 I I 1392.840 2.00 I .77 I .01 I 1392.85 .00 I I .49 1.68 I I 2.000 I .000 .00 I 1 .0 - I - .426 - I - .1622 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.54 - I - .11 - I - .20 - I - .013 - I - .00 .00 1 PIPE 10018.750 I I 1391.369 1.470 I t 1392.839 2.00 I .81 I .01 I 1392.85 .00 I I .49 1.77 I I 2.000 I .000 .00 I 1 .0 .389 .1622 .0001 .00 1.47 .12 .20 .013 .00 .00 PIPE 10019.140 I I 1391.432 I 1.406 I 1392.838 2.00 I .85 I .01 I 1392.85 .00 - I - I I .49 - I - 1.83 I I 2.000 I .000 .00 I 1 .0 - I - .363 - I - .1622 - I - - I - - I - - I - - I - .0001 - I - .00 1.41 .13 - I - .20 - I - .013 - I - .00 .00 I PIPE 10019.500 I I 1391.491 I 1.346 I 1392.837 - I - 2.00 - I - I .89 - I - I .01 - I - I 1392.85 - I - .00 I I .49 1.88 I I 2.000 I .000 .00 I 1 .0 - I - .332 - I - .1622 - I - .0001 .00 - I - 1.35 - I - .14 - I - .20 - I - .013 - I - .00 .00 1 PIPE lil Y,AF60 \400 \Calcs \Hydraul id aterals \Main Lateral\lateral3.doc e o FILE: lateral3.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:42:38 Citrus Avenue Widening Project 100 YR Main Line Lateral 3 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.I Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I -I- I -I- I -I - I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X - Fall) ZR - I IType Ch I I 10019.830 I I 1391.545 I 1.291 1392.836 2.00 .93 I .01 I 1392.85 .00 I .49 I 1.91 I 2.000 I I .000 .00 I 1 .0 - I - .313 - I - .1622 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.29 - I - .16 .20 - I - - I - .013 - I - .00 .00 1 PIPE 10020.150 I I 1391.595 I 1..239 I 1392.834 -I- I 2.00 -I- .98 -I- I .01 - I- I 1392.85 - I- .00 -I- I .49 I 1.94 I 2.000 I I .000 .00 I 1 .0 - I - .287 -I .1622 -I .0002 .00 1.24 - I - .17 .20 -I -I- .013 -I- .00 .00 1- PIPE 10020.430 I I 1391.642 I 1.191 I 1392.833 - I - I 2.00 1.03 I .02 - I - I 1392.85 - I - .00 I .49 I 1.96 I 2.000 I I .000 .00 I 1 .0 -I .273 - I - .1622 -I- -I -I- .0002 .00 - I - 1.19 - I - .18 .20 - I - - I - .013 -I- .00 .00 1 PIPE 10020.710 I I 1391.686 I 1.145 I 1392.831 I 2.00 1.08 I .02 I 1392.85 .00 I .49 I 1.98 I 2.000 I I .000 .00 I 1 .0 - I - .261 - I - .1622 - I - - I - - I - - I - - I - .0002 - I - .00 - I - 1.15 - I - .20 .20 - I - - I - .013 - I - .00 .00 I- PIPE 10020.970 I I 1391.728 I 1.101 I 1392.829 I 2.00 1.13 I .02 I 1392.85 .00 I .49 I 1.99 I 2.000 I I .000 .00 I 1 .0 -I- .241 -I .1622 - I - - I - - I - - I - - I - .0002 - I- .00 - I - 1.10 - I - .21 -I- .20 - I - .013 - I - .00 .00 1 PIPE 10021.210 I I 1391.767 I 1.060 I 1392.828 I 2.00 1.18 I .02 - I - I 1392.85 .00 I .49 I 2.00 I I 2.000 I .000 .00 I 1 .0 - I - .233 - I - .1622 - I - - I - - I - - I - .0003 - I - .00 - I - 1.06 - I - .23 - I - .20 - I - .013 - I - .00 .00 1- PIPE 10021.440 I I 1391.805 I 1.020 I 1392.825 - I - I 2.00 - I - 1.24 I .02 - I - I 1392.85 - I - .00 I .49 I 2.00 I I 2.000 I .000 .00 I 1 .0 - I - .124 - I - .1622 - I - - I - .0003 .00 - I - 1.02 - I - .24 - I - .20 - I - .013 - I - .00 .00 1 PIPE 10021.570 I I 1391.825 I .983 I 1392.809 I .2.00 1.30 I .03 I 1392.83 .00 I .49 I 2.00 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP 10021.570 I I 1391.825 I .205 I 1392.030 I 2.00 11.81 I 2.17' I 1394.20 .00 i I .49 1.21 I I 2.000 I .000 .00 I 1 .0 -I 12.640 -I- .1622 -I- -I- -I - I - - I- .1576 - I - 1.99 -I .20 - I - 5.57 -I .20 - I - .013 -I- .00 .00 1 PIPE L*� Y:\F60 \400 \Calcs \HydrauIicl ateralsNainLateral \lateral3.doc e o lil FILE: lateral3.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:42:38 Citrus Avenue Widening Project 100 YR Main Line Lateral 3 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wt1 INo Wth Station -I- I Elev I -I- (FT) -I- I Elev -I- I (CFS) I -I- (FPS) Head I - I- Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I -I- SF Ave[ - I- -I- HF ISE DpthlFroude -I- N1Norm -I- Dp -I I "N" I -I- X -Fa111 ZR - I IType Ch ****** I******** I******** 1********* I********* I******* I * * * * * * * * * * * * * * * * * * * * * * * * * ** I * * * * * * * *I * * * * * *I * * * * * *I * * ** 1 * * * * * ** I T I I I I I I I I I 1 1 10034.210 - I - 1393.875 - I - .207 1394.082 - I - 2.00 - I - 11.58 2.08 - I - 1396.16 .00 .49 1.22 2.000 .000 .00 1 .0 9.640 .1622 - I - - I - .1433 - I - 1.38 - I - .21 - I - 5.42 - I - .20 - I - .013 - I - .00 .00 1- PIPE 10043.850 I I 1395.439 .214 - I - I 1395.653 - I - I I 2.00 - I - 11.04 I 1.89 - I - I 1397.55 .00 I I .49 1.24 I I 2.000 I .000 .00 I 1 .0 - I - 4.443 - I - .1622 - I - .1250 - I - .56 - I - .21 - I - 5.08 - I - .20 - I - .013 - I - .00 .00 1- PIPE 10048.290 - I - I I 1396.159 - I - .221 - I - I 1396.380 - I - I I 2.00 - I - 10.53 I 1.72 - I - I 1398.10 .00 I I .49 1.25 I I 2.000 I .000 .00 I 1 .0 2.812 .1622 - I - .1090 - I - .31 - I - .22 - I - 4.77 - I - .20 - I - .013 - I - .00 .00 1 PIPE 10051.100 I I 1396.615 I .228 - I - 1396..844 - I - I I 2.00 - I - 10.04 I 1.56 - I - I 1398.41 .00 I I .49 1.27 I I 2.000 I .000 .00 I 1 .0 -I 2.002 -I .1622 -I- .0952 - I - .19 - I- .23 -I- 4.47 - i - .20 -I .013 - I - .00 .00 1 PIPE 10053.100 I I 1396.940 - I - I .236 - I - 1397.176 - I - I I 2.00 - I - 9.57 I 1.42 I 1398.60 .00 I I .49 1.29 I I 2.000 I .000 .00 I 1 .0 - I - 1.534 .1622 - I - - I - .0831 - I - .13 - I - .24 - I - 4.19 - I - .20 - I - .013 - I - .00 .00 1- PIPE 10054.640 - I - I I 1397.189 -I- I .244 -I- 1397.433 -I- I I 2.00 -I- 9.12 -I- I 1.29 - I- I 1398.73 - I- .00 -I- I I .49 1.31 I I 2.000 I .000 .00 I 1 .0 1.222 .1622 .0726 .09 .24 -I- 3.93 -I- .20 -I .013 -I- .00 .00 1- PIPE 10055.860 - I - I I 1397.387 - I - I .252 - I - 1397.639 - I - I I 2.00 - I - 8.70 - I - I 1.18 - I - I 1398.81 .00 I I .49 1.33 i I 2.000 I .000 .00 I 1 .0 .999 .1622 .0633 - I - .06 - I - .25 - I - 3.68 - I - .20 - I - .013 - I - .00 .00 I- PIPE 10056.860 - I - I I 1397.549 - I - I 260 -I- 1397.810 -I- I I 2.00 -I- 8.30 I 1.07 I 1398.88 .00 I I .49 1.35 I I 2.000 I .000 .00 I 1 .0 .824 .1622 -I- - I- .0552 - I- .05 - I- .26 -I- 3.45 -I- .20 -I- .013 -I- .00 .00 1- PIPE 10057.680 -I I I 1397.683 -I- I .269 -I 1397.952 -I- I I 2.00 -I 7.91 I .97 I 1398.92 .00 I I .49 1.36 I I 2.000 I .000 .00 I 1 .0 .696 .1622 -I- - I- .0482 -I- .03 -I- .27 -I- 3.24 -I- .20 -I .013 -I- .00 .00 1 PIPE YAF60\ 400 \Calcs \HydrauI idateral Mai nLateral \ lateral3.doc e o FILE: lateral3.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:42:38 Citrus Avenue Widening Project 100 YR Main Line Lateral 3 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip - I- L /Elem - I - ICh Slope I - I - - I - I I -I I - I - -I- SF Avel - I - - I - HF ISE DpthlFroude -I NINorm -I- Dp -I- I "N" I - I- X -Fall) ZR - I IType Ch I T I I I I I I I I I 1 1 10058.380 1397.746 278 - I - 1398.074 - I - 2.00 7.54 .88 1398.96 .00 .49 1.38 2.000 .000 .00 1 .0 - I - .594 - I - .1622 - I - - I - - I - .0421 - I - .02 - I - .28 - I - 3.04 - I - .20 - I - 013 - I - .00 .00 1 PIPE 10058.970 - I - I I 1397.892 - I - .287 - I - I I 1398.179 - I - I 2.00 - I - 7.19 - I - I .80 - I - I 1398.98 - I - .00 I I .49 1.40 I I 2.000 I .000 .00 I 1 .0 .502 .1622 .0368 .02 - I - .29 - I - 2.85 - I - .20 - I - .013 - I - .00 .00 1 PIPE 10059.470 I I 1397.974 .297 I I 1398.271 I 2.00 6.86 I .73 I 1399.00 .00 I I .49 1.42 I I 2.000 I .000 .00 I 1 .0 - I - .434 - I - .1622 - I - - I - - I - - I - - I - .0321 - I - .01 - I - .30 - I - 2.67 - I - .20 - I - .013 - I - .00 .00 1- PIPE 10059.910 I I 1398.044 .307 I I 1398.351 - I - I 2.00 6.54 I .66 I 1399.01 .00 I I .49 1.44 I I 2.000 I .000 .00 I 1 .0 - I - .375 -1 .1622 - I - - I - - I - - I - .0280 - I - .01 - I - .31 - I - 2.50 - I - .20 - I - .013 - I - .00 .00 1 PIPE 10060.280 I I 1398.105 .317 - I - I I 1398.422 I 2.00 6.23 I .60 I 1399.02 .00 I I .49 1.46 I I 2.000 I .000 .00 I 1 .0 - I - .318 - I - .1622 - I - - I - - I - - I - .0245 - I - .01 - I - .32 - I - 2.34 - I - .20 - I - .013 - I - .00 .00 1- PIPE 10060.600 - I - I I 1398.156 - I - .328 - I - I I 1398.484 - I - I 2.00 - I - 5.94 - I - I .55 - I - I 1399.03 - I - .00 I I .49 1.48 I I 2.000 I .000 .00 I 1 .0 .275 .1622 .0214 .01 - I - .33 - I - 2.20 -I .20 -I- .013 - I- .00 .00 1 PIPE 10060.880 I I 1398.201 .339 I I 1398.540 I 2.00 5.67 I .50 I 1399.04 .00 I I .49 1.50 I I 2.000 I .000 .00 I 1 .0 .239 .1622 .0187 .00 .34 2.06 .20 .013 .00 .00 PIPE 10061.120 - I - I I 1398.240 .350 I I 1398.590 I 2.00 - I - 5.40 I .45 I 1399.04 .00 I I .49 1.52 I I 2.000 I .000 .00 I 1 .0 .200 - I - .1622 - I - - I - - I - - I - .0163 - I - .00 - I - .35 - I - 1.93 - I - .20 - I - .013 - I - .00 .00 1- PIPE 10061.320 I I 1398.272 .362 I I 1398.635 I 2.00 - I - 5.15 - I - I .41 - I - I 1399.05 .00 I i .49 1.54 I I 2.000 I .000 .00 I 1 .0 - I - .172 - I - .1622 -I - I - .0142 - I - ,00 - I - .36 - I - 1.81 - I - .20 - I- .013 - I - .00 .00 1 PIPE Y AF60 \400 \Calcs \HydrauI id aterals \M ainLateral\lateral3.doc Y: \F60 \400 \Calcs \HydrauI idaterals \MainLaterahlateral3.doc FILE: lateral3.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:42:38 Citrus Avenue Widening Project 100 YR Main Line Lateral 3 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 -I- ZL 1Prs /Pip -I -I- -I- L /Elem ICh Slope I -I- I -I- I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fall) ZR IType Ch ***** 1 ******** 1 **** * ** I ********* I ******** I******* 1******* I******** 1******* 1******* *1 * * * * * * * *1 * * * * * * *I * * * * * * *1 * * ** 1 * * * * * ** I T I I I I I I I I I 1 1 10061.490 1398.300 .374 1398.675 2.00 4.91 .37 1399.05 - I - .00 - I - .49 - I - 1.56 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .141 - I - .1622 - I - - I - - I - - I - - I - .0124 .00 .37 1.69 .20- .013 .00 .00 1- PIPE I 10061.630 I 1398.323 I .387 I 1398.710 I 2.00 4.68 I .34 I 1399.05 .00 I .49 - I - I 1.58 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .118 - I - .1622 - I - - I - - I - - I - - I - .0109 - i - .00 - I - .39 1.59 .20 .013 .00 .00 1- PIPE I 10061.750 I 1398.343 I .400 I 1398.743 I 2.00 4.46 I .31 I 1399.05 .00 I .49 I 1.60 I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .093 - I - .1622 - I - - I - - I - - I - - I - .0095 - I - .00 - I - .40 - I - 1.49 - I - .20 .013 .00 .00 I- PIPE I 10061.840 I 1398.358 I -- - .414 I 1398.772 I 2.00 4.26 I .28 I 1399.05 .00 I .49 - I - I 1.62 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .075 - I - .1622 - I - - I - - I - - I - - I - .0083 - I - .00 - I - .41 1.39 .20 .013 .00 .00 1- PIPE I 10061.920 I 1398.370 I .428 I 1398.798 I 2.00 - I - 4.06 - I - I .26 - I - I 1399.05 - I - .00 - I - I .49 - I - I 1.64 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 1 - I - .060 - I - .1622 - I - - I - .0073 .00 .43 1.31 .20 .013 .00 .00 PIPE I 10061.970 I 1398.379 I .442 I 1398.822 I 2.00 - I - 3.87 - I - I .23 - I - I 1399.05 - I - .00 - I - I .49 - I - I 1.66 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 1- -I .039 - f - .1622 - I- - I - .0063 .00 .44 1.22 .20 .013 .00 .00 PIPE I I 10062.010 I 1398.386 I .457 I 1398.843 I 2.00 3.69 I .21 I 1399.05 .00 - I - I .49 - I - I 1.68 - I - I 2.000 - I - I I .000 - I - .00 1 .0 - I - .021 -1- .1622 - 1- - I - - I - - I - - I - .0055 - I - .00 .46 1.14 .20 .013 .00 .00 1- PIPE I I 10062.030 I 1398.389 I .473 I 1398.862 I 2.00 3.52 I .19 I 1399.05 .00 I .49 I 1.70 I 2.000 I I .000 .00 1 .0 Y: \F60 \400 \Calcs \HydrauI idaterals \MainLaterahlateral3.doc FILE: lateral4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:46:51 Citrus Avenue Widening Project 100 YR Main Line Lateral 4 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width - I - IDia. -FTlor - I - I.D.I - I - ZL - I IPrs /Pip - I - L /Elem - I - ICh Slope I - I - I - I - I - I - I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm Dp I "N" I X -Fall) ZR IType Ch I 10008.680 1390.890 3.095 1393.985 2.00 .64 .01 1393.99 .00 .49 .00 2.000 .000 .00 1 .0 2.383 .4596 .0001 .00 3.09 .00 .16 .013 .00 .00 PIPE 10011.060 I 1391.985 I I 2.000 1393.985 I I 2.00 .64 i .01 I 1393.99 .00 - I - I .49 - I - I .00 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .401 - I - .4596 - I - - I - - I - - I - - I - .0001 - I - .00 2.00 .00 .16 .013 .00 .00 1- PIPE I 10011.460 I 1392.170 I I 1.814 1393.984 I I 2.00 .67 I .01 I 1393.99 .00 I .49 I 1.16 I 2.000 I I .000 .00 I 1 .0 .233 .4596 .0001 .00 1.81 .07 .16 .013 .00 .00 PIPE 1 10011.700 I 1392.277 I 1.706 I 1393.983 I I 2.00 .70 I .01. I 1393.99 - I - .00 - I - I .49 - I - I 1.42 - I - I 2.000 - I - I I .000 - I - .00 I 1 1 .0 - I - .189 - I - .4596 - I - - I - - I - - I - - I - .0001 .00 1.71 .09 .16 .013 .00 .00 PIPE 10011.890 I 1392.364 I I 1.618 1393.982 I I 2.00 .73 I .01 - I - I 1393.99 - I - .00 - I - I .49 - I - I 1.57 - I - I 2.000 - I - I I .000 - I - .00 I 1 1- .0 - I - .168 - I - .4596 - I - - I - - I - - I - .0001 .00 1.62 .10 .16 .013 .00 .00 PIPE I 10012.050 I 1392.441 I 1.540 I 1393.981 I I 2.00 .77 I .01 -I- I 1393.99 -I- .00 -I- I .49 -I I 1.68 - I - I 2.000 - I - I I .000 -I- .00 I 1 .0 -I- .150 -I- .4596 -I- -I- -I -I- .0001 .00 1.54 .11 .16 .013 .00 .00 I- PIPE 10012.210 1 1392.510. I 1.470 I 1393.980 I I 2.00 .81 I .01 I 1393.99 .00 I .49 I 1.77 I 2.000 I I .000 .00 I 1 .0 .137 .4596 .0001 .00 1.47 .12 .16 .013 .00 .00 PIPE 10012.340 I 1392.573 I 1.406 I 1393.979 I I 2.00 - I - .85 - I - i .01 - I - I 1393.99 - I - .00 - I - I .49 - I - I 1.83 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 -I .128 - I - .4596 - I - - I - ,0001 .00 1.41 .13 .16 .013 .00 I I .00 1- PIPE 10012.470 I 1392.632 I 1.346 I 1393.978 I I 2.00 - I - .89 - I - I .01 - I - I 1393.99 - I - .00 - I - I .49 - I - I 1.88 - I - I 2.000 - I - .000 - I - .00 I 1 .0 - I - .117 - I - .4596 - I - - I - .0001 .00 1.35 .14 .16 .013 .00 00 1- PIPE Y: \F60 \400 \Calcs \HydrauI id aterals \MainLateral\lateral4.doc 0 0 FILE: lateral4.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:46:51 Citrus Avenue Widening Project 100 YR Main Line Lateral 4 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station -I- I Elev - I - I (FT) - I - I Elev -I- I (CFS) I (FPS) Head I - I - Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I -I I I -I- SF Avel - I - - I - HF ISE DpthlFroude -I- NINOrm -I- Dp -I I "N" I - I - X -Fall] ZR - I IType Ch I I I I I 10012.590 1392.686 1.291 - I - 1393.977 - I - 2.00 - i - .93 I .01 - I - I 1393.99 .00 I .49 I 1.91 I I 2.000 I .000 .00 I 1 .0 - I - .110 - I - .4596 - I - .0001 - I - .00 - i - 1.29 - I - .16 - I - .16 - I - .013 - I - .00 .00 1- PIPE 10012.700 I 1392.737 I 1.239 -I- I 1393.976 -I- I I 2.00 .98 I .01 - I- I 1393.99 .00 I .49 I 1.94 I I 2.000 I .000 .00 I 1 .0 -I- .102 -I- .4596 -I- -I- .0002 -I- .00 -I- 1.24 -I- .17 -I- .16 -I- .013 -I- .00 .00 I- PIPE 10012.800 - I - 1392.783 - I - 1._191 - I - 1393,974 - I - 2.00 - I - 1.03 - I - .02 - I - 1393.99 .00 .49 1.96 2.000 .000 .00 1 .0 .087 .4596 .0002 - I - .00 - I - 1.19 - I - .18 - I - .16 - I - .013 - I - .00 .00 1 PIPE 10012.890 I I 1392.823 1.145 I 1393.968 I I 2.00 1.08 I .02 I 1393.99 .00 I .49 I 1.98 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP 10012.890 - I - I I 1392.823 - I - .165 - I - I 1392.988 - I - I I 2.00 - I - 16.22 - I - I 4.08 - I - I 1397.07 - I - .00 I .49 I 1.10 I I 2.000 I .000 .00 I 1 .0 1.783 .4596 .3749 .67 - I - .17 - I - 8.54 - I - .16 - I - .013 - I - .00 .00 1 PIPE '10014.670 t I 1393.642 .170 I 1393.812 I I 2.00 15.41 I 3.69 I 1397.50 .00 I .49 I 1.12 I I 2.000 I .000 .00 I 1 .0 - I - 2.440 - I - .4596 - I - -I- - I - - I - - I - .3246 - I - .79 - I - .17 - I - 7.96 - I - .16 - I - .013 -I .00 .00 1 PIPE 10017.110 I I 1394.763 - I - I .176 - I - I 1394.939 - I - I 2.00 - I - 14.70 I 3.35 I 1398.29 .00 i .49 I 1.13 I I 2.000 I .000 .00 I 1 .0 - I - 1.697 .4596 - I - - I - .2835 - I - .48 - I - .18 - I - 7.47 - I - .16 - I - .013 - I - .00 .00 1- PIPE 10018.810 - I - I I 1395.543 - I - .182 - I - I I 1395.726 - I - I 2.00 - I - 14.01 - I - I 3.05 - I - I 1398.77 - I - .00 - I - I .49 I 1.15 I I 2.000 I .000 .00 I 1 .0 1.278 .4596 .2474 .32 .18 - I - 7.01 - I - .16 - I - .013 - I - .00 .00 1- PIPE 10020.080 I I 1396.131 I .188 I 1396.319 I 2.00 - I - 13.36 I 2.77 - I - I 1399.09 .00 I I .49 1.17 I I 2.000 I .000 .00 I 1 .0 - I - 1.009 - I - .4596 - I - - I - - I - .2158 - I - .22 - I - .19 - I - 6.57 - I - .16 - I - .013 - I - .00 .00 1- PIPE L Y: \F60 \400 \Cal cs \HydrauI id ateral AMainLateraNatera14. doc e o FILE: lateral4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:46:51 Citrus Avenue Widening Project 100 YR Main Line Lateral 4 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTior I.D.I - I - ZL IPrs /Pip -I -I- L /Elem - I - ICh Slope - I- I - I - I -I- I I -I- -I SF Avel -I- - I - HF 1SE DpthlFroude - I - - I - NINorm Dp -I- I "N" I X -Fall) ZR IType Ch I I I I I I I I 10021.090 I 1396.594 I .194 I 1396.789 I I 2.00 12.74 2.52 - I - 1399.31 - I - .00 - I - .49 1.18 - I - - I - 2.000 - I - .000 - I - .00 1 .0 - I - .821 - I - .4596 - I - - I - - I - - I - .1881 .15 .19 6.16 .16 .013 .00 .00 1- PIPE 10021.920 I 1396.972 I .200 I 1397.172 I I 2.00 12.14 I 2.29 I 1399.46 .00 I .49 I 1.20 I 2.000 I I .000 .00 I 1 .0 - I - .681 - I - .4596 - I - - I - - I - - I - - I - .1641 - I - .11 - I - .20 5.78 - I - - I - .16 - I - .013 - I - .00 .00 1 PIPE 10022.600 1397.285 .207 1397.492 2.00 11.58 2.08 - I- 1399.57 - I - .00 - I - .49 1.22 -I- -I- 2.000 -I- .000 -I .00 1 .0 - I - .576 - I - .4596 - I - - I - -I- -I .1433 .08 .21 5.42 .16 .013 .00 .00 1 PIPE 10023.170 I 1397.550 I .214 I 1397.764 I I 2.00 11.04 I 1.89 I 1399.6.6 .00 I .49 I 1.24 I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .493 - I - .4596 - I - - I - - I - - I - - I - .1250 - I - .06 - I - .21 5.08 - I - - I - .16 .013 .00 .00 1 PIPE 10023.670 I 1397.777 I .221 I 1397.998 I I 2.00 10.53 I 1.72 I 1399.72 .00 - I - I .49 I 1.25 - I - - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .427 - I - .4596 - I - - I - - I - - I - - I - .1090 - I - .05 .22 4.77 .16 .013 .00 .00 I- PIPE 10024.090 I 1397.973 I - 22 I - 1398._201 I I 2.00 10.04 I 1.56 - I - I 1399.76 - I - .00 - I - I .49 I 1.27 - I - - I - I I 2.000 - I - I .000 - I - .00 I 1 1- .0 - I - .368 - I - .4596 - I - - I - - I - - I - .0952 .04 .23 4.47 .16 .013 .00 .00 PIPE 10024.460 I 1398.142 I .236 I 1398.378 I I 2.00 9.57 I 1.42 i 1399.80 .00 - I - I .49 I 1.29 - I - - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 -I- .322 - I - .4596 - I - - I - - I - - I - - I - .0831 - I - .03 .24 4.19 .16 .013 .00 .00 1- PIPE 10024.780 I 1398.290 I .244 I 1398.534 I I 2.00 9.12 - I - I 1.29 - I - I 1399.83 - I - .00 - I - I .49 I 1.31 - I - - I - I I 2.00Q - I - I .000 - I - .00 I 1 .0 - 1 - .283 - I - .4596 - I - - I - - I - .0726 .02 .24 3.93 .16 .013 .00 .00 1- PIPE 10025.070 I 1398.420 I .252 i 1398.672 I I 2.00 -I- 8.70 -I- I 1.18 -I- I 1399.85 -I .00 -I- I .49 I 1.33 -I- -I- I I 2.000 -I- I .000 -I- .00 I 1 .0 -I .249 -I- .4596 -I- -I .0633 .02 .25 3.68 .16 .013 .00 .00 1- PIPE lil Y:\F60 \400 \Calcs \Hydraul0 aterals \MainLateral \lateral4.doc e o FILE: lateral4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:46:51 Citrus Avenue Widening Project 100 YR Main Line Lateral 4 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width -I- IDia. -FTIor -I- I.D.1 -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- I -I- -I- I I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- N1Norm Dp I "N" I X -Fa111 ZR IType Ch I I I I I I I I 10025.310 I I 1398.535 I .260 1398.795 I I 2.00 8.30 1.07 1399.86 .00 .49 1.35 2.000 .000 .00 1 .0 .218 .4596 .0552 .01 .26 3.45 .16' .013 .00 .00 PIPE 10025.530 I I 1398.635 I .269 1398.904 I I 2.00 7.91 I .97 I 1399.88 .00 I I .49 1.36 I 2.000 I I .000 .00 I 1 .0 .192 .4596 .0482 .01 .27 3.24 .16 .013 .00 .00 PIPE • 10025.720 I I 1398.723 I .278 1399.001 I I 2.00 7.54 I .88 I 1399.88 .00 I I .49 - I - 1.38 - I - I 2.000 - I - I i .000 - I - .00 I 1 .0 - I - .171 - I - .4596 - I - - I - - I - - I - - I - .0421 - I - .01 - I - .28 3.04 .16 .013 .00 .00 1- PIPE 10025.900 I I 1398.802 I .287 1399.089 i I 2.00 7.19 I .80 I 1399.89 - I - .00 - I - I I .49 - I - 1.40 - I - I 2.000 - I - I I .000 - I - .00 I 1 1 .0 - I - .149 - I - .4596 - I - - I - - I - - I - - I - .0368 .01 .29 2.85 .16 .013 .00 I .00 PIPE I 10026.040 I I 1398.870 I .297 1399.167 I I 2.00 6.86 I .73 I 1399.90 .00 - I - I I .49 - I - 1.42 - I - I 2.000 - I - I .000 - I - .00 1 1 .0 - I - .132 - I - .4596 - I - - I - - I - - I - - I - .0321 - I - .00 .30 2.67 .16 .013 .00 .00 PIPE 10026.180 I I 1398.931 I .307 1399.238 I I 2.00 6.54 - I - I .66 - I - I 1399.90 - I - .00 - I - I I .49 - I - 1.44 - I - I 2.000 - I - I I .000 - I - .00 I 1 1- .0 - I - .116 - I - .4596 - I - - I - - I - .0280 .00 .31 2.50 .16 .013 .00 .00 PIPE 10026.290 I I 1398.984 I .317 1399.302 I I 2.00 6.23 I .60 - I - I 1399.90 - I - .00 - I - I I .49 - I - 1.46 - I - I 2.000 - I - I I .000 - I - .00 I 1 1- .0 - I - .101 - I - .4596 - I - - I - - I - - I - .0245 .00 .32 2.34 .16 .013 .00 .00 PIPE 10026.390 I I 1399.031 I .328 1399.359 I I 2.00 - I - 5.94 - I - I .55 - I - I 1399.91 - I - .00 - I - I I .49 - I - 1.48 - I - I 2.000 - I - I I .000 - I - .00 I 1 I .0 - I - .089 - I - .4596 - I - - I - .0214 .00 .33 2.20 .16 .013 .00 .00 PIPE 10026.480 I I 1399.072- I 339 1399.411 I I 2.00 5.67 - I - I .50. - I - I 1399.91 .00 - I - I I .49 - I - 1.50 - I - I 2.000 - I - I I .000 - I - .00 I 1 1- .0 - I - .078 - I - .4596 - I - - I - - I - .0187 - I - .00 .34 2.06 .16 .013 .00 .00 PIPE L*� Y; \F60 \400 \Calcs \Hydrau1 id ateralsNainLateral\I ateral4.doc s o FILE: lateral4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:46:51 Citrus Avenue Widening Project 100 YR Main Line Lateral 4 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.] Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I -I- I I -I- - I- SF Ave] - I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fall) -I ZR - I IType Ch I I I I I 10026.560 1399.107 .350 1399.457 2.00 5.40 I .45 I 1399.91 .00 I I .49 1.52 I I 2.000 I .000 .00 I 1 .0 .065 .4596 .0163 .00 .35 1.93 .16 013 .00 .00 PIPE 10026.630 - I - I 1399.138 - I - I .362 - I - I 1399.500 - I - I I 2.00 - I - 5.15 - I - I .41 - I - I 1399.91 - I - .00 I I .49 1.54 I I 2.000 1 .000 .00 1 1 .0 .058 .4596 .0142 .00 - I - .36 - I - 1.81 - I - .16 - I - .013 - 1 - .00 .00 1- PIPE 10026.680 - I - 1399.164 .374 - I - 1399.538 2.00 4.91 .37 1399.91 .00 .49 1.56 2.000 .000 .00 1 .0 .047 -I- .4596 -I- -I- -I- - I- .0124 - I - .00 -I .37 - I - 1.69 -I .16 - I - .013 -I .00 .00 1 PIPE 10026.730 - I - I I 1399.185 - I - .387 - I - I 1399.573 - I - I I 2.00 - I - 4.68 - I - I .34 - I - I 1399.91 - I - .00 I I .49 1.58 I I 2.000 I .000 .00 I 1 .0 .040 .4596 .0109 .00 - I - .39 - I - 1.59 - I - .16 - I - .013 - I - .00 .00 1 PIPE 10026.770 I I 1399.204 .400 I 1399.604 - I - I I 2.00 - I - 4.46 I .31 - I - I 1399.91 .00 I I .49 1.60 I I 2.000 I .000 .00 I 1 .0 - I - .031 - l- .4596 -1 - I - .0095 - I - .00 - I - .40 - I - 1.49 - I - .16 - I - .013 - I - .00 .00 1- PIPE 10026.800 - I - I I 1399.218 - I - .414 - I - I I 1399.632 - I - I 2.00 - I - 4.26 I .28 I 1399.91 .00 I I .49 1.62 I I 2.000 I .000 .00 I 1 .0 .025 .4596 - I - - I - .0083 - I - .00 - I - .41 - I - 1.39 - I - .16 - I - .013 - I - .00 .00 1 PIPE 10026.830 - I - I I 1399.230 - I - .428 i 1399.658 - I - I I 2.00 - I - 4.06 - i - I .26 - I - I 1399.91 - I - .00 I I .49 1.64 I I 2.000 I .000 .00 I 1 .0 .021 .4596 - I - .0073 .00 - I - .43 - I - 1.31 - I - .16 - I - .013 - I - .00 .00 1- PIPE 10026.850 - I - I I 1399.240 - I - I .442 - I - I 1399.682 - I - I 2.00 - I - 3.87 - I - I .23 - I - I 1399.91 - I - .00 I I .49 1.66 I I 2.000 I .000 .00 I 1 .0 .014 .4596 .0063 .00 - I - .44 - I - 1.22 - I - .16 - I - .013 - I - .00 .00 1- PIPE 10026.860 I I 1399.246 I .457 I 1399.703 I 2.00 - I - 3.69 I .21 - I - I 1399.91 .00 I I .49 1.68 I I 2.000 I .000 .00 I 1 .0 - I - .007 - I - .4596 - I - - I - - I - .0055 - I - .00 - I - .46 - I - 1.14 - I - .16 - I - .013 - I - .00 .00 1- PIPE E Y: \F60 \400 \Calcs \HydrauI id aterals \MainLateral\lateral4.doc FILE: lateral4.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 6 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:46:51 Citrus Avenue Widening Project 100 YR Main Line Lateral 4 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip -I- -I- -I- -I- -I- -I- - I - -I- -I- -I- -I- -I- -I- - I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I 1 I I I I I I I 1 1 '10026.870 1399.249 .473 1399.722 2.00 3.52 .19 1399.91 .00 .49 1.70 2.000 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- .002 .4596 .00 .00 .47 1.07 .16 .013 .00 .00 PIPE I I I I I I I I I I I I I 10026.870 1399.250 .491 1399.741 2.00 3.34 .17 1399.91 .00 .49 1.72 2.000 .000 .00 1 .0 -I - Y: \F60 \400 \Calcs \Hydraul id ateralsWain Lateral\lateraW. doc • o FILE: Lateral5.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8: 7:30 Citrus Avenue Widening Project 100 YR Main Line Lateral 5 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 - I - Elev - I - I Depth I - I - Width -I- 1Dia. -FTIor - I - I.D.1 - I - ZL IPrs /Pip - I - I - L /Elem - I - ICh Slope I -I I - I - -I- I - I- I - I - SF Ave] HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR IType Ch I I I I I I I I I 10007.07.0 I I 1392.350 I 3.485 1395.835 I 2.00 -I- .64 -I- .01 -I- 1395.84 -I- .00 -I- .49 -I- .00 -I- 2.000 -I- .000 -I- .00 1 1- .0 -I- .260 - I - 5.7086 -I- -I- .0001 .00 3.48 .00 .09 .013 .00 I .00 PIPE 10007.330 I I 1393.835 I 2.000 1395.835 I 2.00 I .64 I .01 I 1395.84 - I - .00 - I - I I .49 - I - .00 - I - I I 2.000 - I - .000 - I - .00 I 1 .0 - I - .032 - I - 5.7086 - I - - I - - I - - I - - I - .0001 .00 2.00 .00 .09 .013 I I .00 I .00 1 PIPE I 10007.360 I I 1394.019 I 1.814 1395.833 I 2.00 I .67 I .01 I 1395.84 .00 - I - I I .49 - I - 1.16 - I - 2.000 - I - .000 - I - .00 1 1- .0 - I - .019 - I - 5.7086 - I - - I - - I - - I - - I - .0001 - I - .00 1.81 .07 .09 .013 I .00 I .00 PIPE I 10007.380 I I 1394.127 1.706 I 1395.833 I 2.00 I .70 I .01 I 1395.84 - I - .00 - I - I I .49 - I - 1.42 - I - I 2.000 - I - .000 - I - .00 1 1- .0 - I - .016 - I - 5.7086 - I - - I - - I - - I - - I - .0001 .00 1.71 .09 .09 .013 .00 I .00 PIPE I 10007.400 I I 1394.214 1.618 I 1395.832 I 2.00 I .73 I .01 - I - I 1395.84 - I - .00 - I - I I .49 - I - 1.57 - I - I I 2.000 - I - .000 - I - .00 1 1- .0 - I - .014 - I - 5.7086 - I - - I - - I - - I - .0001 .00 1.62 .10 .09 .013 I .00 I .00 PIPE I 10007.410 I I 1394.291 1.540 I 1395.831 I 2.00 I .77 I .01 - I - I 1395.84 - I - .00 - I - I I .49 - I - 1.68 - I - I 2.000 - I - .000 - I - .00 1 1 .0 - I - .012 - I - 5.7086 - I - - I - - I - - I - .0001 .00 1.54 .11 .09 .013 .00 I .00 PIPE I 10007.420 I I 1394.360 1.470 I 1395.830 I 2.00 I .81 I .01 I 1395.84 .00 - I - I I .49 - I - 1.77 - I - I I 2.000 - I - .000 - I - .00 1 1 .0 - I - .011 - I - 5.7086 - I - - I - - I - - I - - I - .0001 - I - .00 1.47 .12 .09 .013 I .00 I .00 PIPE I 10007.430 I 1394.423 I 1.406 I 1395.829 I 2.00 - I - I .85 - I - I .01 - I - I 1395.84 - I - .00 - I - I I .49 - I - 1.83 - I - I 2.000 - I - .000 - I - .00 1 1 .0 - I - .011 - I - 5.7086 - I - - I - .0001 .00 1.41 .13 .09 .013 .00 .00 PIPE 10007.440 I 1394.482 I 1.346 I 1395.828 I 2.00 - I - I .89 - I - I .01 - I - I 1395.84 - I - .00 - I - I I .49 - I - 1.88 - I - I I 2.000 - I - I .000 - I - .00 I 1 1- .0 - I - .010 - I - 5.7086 - I - - I - .0001_ .00 1.35 .14 .09 .013 .00 .00 PIPE Y:\F60 \400 \Cal cs \HydrauI id ateral s\Mai n LaterahLateral 5. doc • o FILE: Lateral5.WSW W S P G W- CIVILDESIGI1 Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8: 7:30 Citrus Avenue Widening Project 100 YR Main Line Lateral 5 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth -I- I Width -I- IDia. -FTIor -I- I.D.1 -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope -I- I I -I- I -I- -I- I -I- SF Avel• -I- HF ISE -I- DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I 10007.450 - I - I 1394.536 -I- I I 1.291 -I- 1395.827 -I- I 2.00 -I- I .93 -I- .01 -I- 1395.84 -I- .00 -I- .49 -I- 1.91 -I- 2.000 -I- .000 -I- .00 1 I- .0 10007.460 I 1394.552 I I 1.291 1395.844 I 2.00 I .93 I .01 I 1395.86 I .00 .49 I 1.91 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP I I I I I 10007.460 I 1394.552 I .145 I 1394.698 I 2.00 I 19.62 I 5.98 I 1400.68 I .00 .49 1.04 2.000 .000 .00 1 .0 .020 5.7086 .6914 .01 .15 11.03 .09 .013 .00 I .00 PIPE I 10007.480 I 1394.666 I .145 I 1394.811 I 2.00 i 19.56 i 5.94 I 1400.75 - I - I .00 - I - .49 - I - I 1.04 - I - I 2.000 - I - I .000 - I - .00 1 1- .0 - I - .105 - I - 5.7086 -1 - I - - I - - I - - I - .6440 .07 .15 10.98 .09 .013 I .00 I I .00 PIPE I 10007.580 I 1395.269 I .150 I 1395.419 I 2.00 I 18.65 I 5.40 I 1400.82 - I - I .00 - 1 - .49 - 1 - I 1.05 - 1 - 2.000 - 1 - .000 - 1 - .00 1 1- .0 - I - .095 - I - 5.7086 - I - - I - - I - - 1 - - 17 .5621 .05 ,15 10.30 .09 .013 .00 I .00 PIPE I 10007.680 I 1395.808 I .155 I 1395.963 I 2.00 I 17.78 i 4.91 I 1400.87 I .00 -I- .49 -I- I 1.07 -I- I 2.000 -I- I .000 -I- .00 1 1- .0 -I- .085 -I- 5.7086 -I- -I- -I- -I- -I- .4903 -I- .04 .16 9.66 .09 .013 .00 .00 PIPE 10007.760 I 1396.291 I .160 I 1396.451 I 2.00 I 16.95 I 4.46 I 1400.91 I .00 .49 I 1.09 I 2.000 I I .000 .00 I 1 1- .0 .076 5.7086 .4273 .03 .16 9.06 .09 .013 .00 I .00 PIPE I 10007.840 I 1396.724 I .165 I 1396.889 I 2.00 I 16.16 I 4.06 '1400.95 I I .00 .49 I 1.10 I 2.000 I .000 .00 1 .0 .068 5.7086 .3722 .03 I .17 I 8.50 .09 I .013 I .00 I I .00 PIPE I 10007.910 I 1397.113 I .170 I 1397.283 I 2.00 I 15.41 I 3.69 1400.97 .00 .49 1.12 2.000 .000 .00 1 .0 .062 5.7086 .3246 I .02 I .17 I 7.96 .09 I .013 I .00 I I .00 PIPE I 10007.970 I 1397.462 I .176 I 1397.638 I 2.00 - I - I 14.70 - I - 3.35 - I - 1400.99 - I - .00 - I - .49 - I - 1.13 - I - 2.000 - I - .000 - I - .00 1 I .0 - I - .055 - I - 5.7086 - I - - I - .2835 .02 .18 7.47 .09 .013 .00 .00 PIPE Y: \F60 \400 \Calcs \Hydraul icl aterals \Mai nLateral\Lateral5.doc Y: \F60 \400 \Calcs \Hydraul id ateral s\Mai nLateral\Lateral 5. doc FILE: Lateral5.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8: 7:30 Citrus Avenue Widening Project 100 YR Main Line Lateral 5 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super-ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I ICh Slope I -I- - I - I I - I - - I - I - I- SF Avel - I - HF ISE - I - DpthlFroude -I- NINorm -I- Dp - I- I "N" I -I- X -Fa111 -I ZR (Type Ch I I I I I I 10007.450 1394.536 1.291 1395.827 2.00 .93 .01 I 1395.84 .00 I .49 I 1.91 I I 2.000 I .000 .00 I 1 .0 10007.460 I I 1394.552 1.291 I I 1395.844 2.00 I .93 I .01 I 1395.86 .00 I .49 I 1.91 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP •10007.460 I I 1394.552 .145 I I 1394.698 2.00 I 19.62 I 5.98 I 1400.68 .00 I .49 I 1.04 I I 2.000 I .000 .00 I 1 .0 .020 5.7086 .6914 .01 .15 11.03 .09 .013 .00 .00 PIPE 10007.480 - I - I I 1394.666 - I - .145 - I - I I 1394.811 - I - 2.00 - I - I 19.56 - I - I 5.94 - I - I 1400.75 .00 I .49 I 1.04 I I 2.000 I .000 .00 I 1 .0 .105 5.7086 .6440 - I - .07 - I - .15 - I - 10.98 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10007.580 I I 1395.269 .150 I I 1395.419 2.00 I 18.65 I 5.40 I 1400.82 .00 I .49 I 1.05 I I 2.000 I .000 .00 I 1 .0 - I - .095 - I - 5.7086 - I - - I - - I - - I - - I - .5621 - I - .05 - I - .15 - I - 10.30 - I - .09 - I - .013 - I - .00 .00 1 PIPE 10007.680 I I 1395.808 - I - .155 - I- I I 1395.963 2.00 - I- I 17.78 I 4.91 I 1400.87 .00 I .49 I 1.07 I I 2.000 I .000 .00 I 1 .0 -I .085 5.7086 -I -I - I- .4903 -I- .04 - I - .16 -I 9.66 - I - .09 - I - .013 - I - .00 .00 1 PIPE 10007.760 I I 1396.291 - I - .160 - I - I I 1396.451 2.00 I 16.95 I 4.46 I 1400.91 .00 I .49 I 1.09 I I 2.000 I .000 .00 I 1 .0 - I - .076 5.7086 - I - - I - - I - - I - .4273 - I - .03 - I - .16 - I - 9.06 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10007.840 I I 1396.724 I .165 I 1396.889 2.00 I 16.16 I 4.06 I 1400.95 .00 I .49 I 1.10 I I 2.000 I .000 .00 I 1 .0 - I - .068 - I - 5.7086 - I - - I - - I - - I - - I - .3722 - I - .03 - I - .17 - I - 8.50 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10007.910 - I - I I 1397.113 - I - I .170 - I - I 1397.283 - I - 2.00 - I - I 15.41 - I - I 3.69 - I - I 1400.97 .00 I I .49 1.12 I I 2.000 I .000 .00 I 1 .0 .062 5.7086 .3246 - I - .02 - I - .17 - I - 7.96 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10007.970 - I - I I 1397.462 - I - I .176 - I - I 1397.638 - I - 2.00 - I - I 14.70 - I - l 3.35 - I - I 1400.99 .00 I I .49 1.13 I I 2.000 I .000 .00 I 1 .0 .055 5.7086 .2835 - I - .02 - I - .18 - I - 7.47 - I - .09 - I - .013 - I - .00 .00 1- PIPE Y: \F60 \400 \Calcs \Hydraul id ateral s\Mai nLateral\Lateral 5. doc e 1 o FILE: Lateral5.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8: 7:30 Citrus Avenue Widening Project 100 YR Main Line Lateral 5 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I L /Elem - I - ICh Slope I -I - I- I -I I I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - -I NINorm Dp - I - I "N" I X - I - -Fall) ZR -I 1Type Ch I I I I I I 10008.020 - I - 1397.777 - I - .182 - I - 1397.959 - I - 2.00 - I - 14.01 - I - 3.05 - I - I 1401.01 .00 I .49 I 1.15 I I 2.000 I .000 .00 I 1 .0 .050 5.7086 .2474 - I - .01 - I - .18 7.01 - I - - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.070 - I - I I 1398.060 -I- .188 - I - I 1398.248 - I - I I 2.00 - I - 13.36 - I - I 2.77 - I - I 1401.02 .00 I .49 I 1.17 I I 2.000 I .000 .00 I 1 .0 .045 5.7086 .2158 - I - .01 - I - .19 6.57 - I - - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.120 - I - I I 1398.3 .194 - I - I 1398.510 - I - I I 2.00 12.74 I 2.52 I 1401.03 .00 I .49 I 1.18 I I 2.000 I .000 .00 I 1 .0 .040 - I - 5.7086 - I - - I - - I - .1881 - I - .01 - I - .19 6.16 - I - - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.160 - I - I I 1398.546 - I - .200 - I - I I 1398.746 - I - I 2.00 12.14 - I - I 2.29 I 1401.04 .00 I .49 I 1.20 I I 2.000 I .000 .00 I 1 .0 .036 5.7086 - I - - I - .1641 - I - .01 - I - .20 5.78 - I - - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.190 -I- I I 1398.754 - I - .207 - I - I 1398.961 - I - I I 2.00 - I - 11.58 - I - I 2.08 - I - I 1401.04 .00 I .49 I 1.22 I I 2.000 I .000 .00 I 1 .0 .033 5.7086 .1433 - I - .00 - I - .21 5.42 - I - - I - .09 - I - .013 - I - .00 .00 1 PIPE .10008.230 - I - I I 1398.941 - I - I .214 - I - I 1399.155 - I - I 2.00 - I - 11.04 - I - I 1.89 - I - I 1401.05 .00 I .49 I 1.24 I I 2.000 I .000 .00 I 1 .0 .029 5.7086 .1250 - I - .00 - I - .21 5.08 - I - - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.250 - I - I I 1399.109 - I - I .221 - I - I 1399.330 - I - I 2.00 10.53 - I - I 1.72 - I - I 1401.05 .00 I .49 I 1.25 I I 2.000 I .000 .00 I 1 .0 .026 5.7086 - I - .1090 - I - .00 - I - .22 4.77 - I - - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.280 - I - I I 1399.262 - I - I .228 - I - I 1399.490 - I - I 2.00 - I - 10.04 - I - I 1.56 - I- I 1401.05 .00 I .49 I 1.27 I I 2.000 I .000 .00 I 1 .0 .023 5.7086 .0952 - I - .00 - I - .23 4.47 - I - - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.300 - I - I I 1399.398 - I - I 236 -I I 1399.634 - I - I 2.00 - I - 9.57 - I - I 1.42 - I- I 1401.06 .00 I .49 I 1.29 I I 2.000 I .000 .00 I 1 .0 .021 5.7086 .0831. - I - .00 -I- .24 4.19 - I - - I - .09 -I- .013 - I - .00 .00 I PIPE Y:\F60 \400 \Calcs \Hydraul idaterals WainLateral\Lateral5.doc e o FILE: Lateral5.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8: 7:30 Citrus Avenue Widening Project • 100 YR Main Line Lateral 5 - Q =2 cfs 1,Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station - I - I Elev I -I- (FT) - I - I Elev -I- I (CFS) -I- I (FPS) - I - Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip - I L /Elem ICh Slope I I I I -I- SF Avel -I- HF 1SE -I- DpthlFroude - I - NINorm Dp - I- - I - I "N" I - I - X -Fall) ZR IType Ch I I 10008.330 I 1399.521 .244 I 1399.765 2.00 I 9.12 I 1.29 I 1401.06 .00 I I .49 1.31 I I 2.000 I .000 .00 I 1 .0 - I - .020 - I - 5.7086 - I - - I - - I - - I - - I - .0726 - I - .00 - I - .24 - I - 3.93 .09 - I - - I - .013 - I - .00 .00 1 PIPE 10008.350 I I 1399.632 I .252 1399.884 I 2.00 I 8.70 I 1.18 I 1401.06 .00 I I .49 1.33 I I 2.000 I .000 .00 I 1 .0 .018 5.7086 .0633 .00 .25 3.68 .09 .013 .00 .00 PIPE 10008.360 1399.732 .260 1399.992 2.00 8,30 1.07 1401.06 .00 .49 1.35 2.000 .000 .00 1 .0 - I - .016 - I - 5.7086 - I - - I - - I - - I - - I - .0552 - I - .00 - I - .26 - I - 3.45 .09 - I - - I - .013 - I - .00 .00 1 PIPE 10008.380 I I 1399.821 I .269 1400.090 I 2.00 I 7.91 I .97 I 1401.06 .00 I I .49 1.36 I I 2.000 I .000 .00 I 1 .0 - I - .014 - I - 5.7086 - I - - I - - I - - I - - I - .0482 - I - .00 - I - .27 - I - 3.24 .09 - I - - I - .013 - I - .00 .00 1 PIPE 10008.390 I I 1399.901 I .278 1400.179 I 2.00 I 7.54 I .88 I 1401.06 .00 I I .49 1.38 I I 2.000 I .000 .00 I 1 .0 - I - .013 - I - 5.7086 - I - - I - - I - - I - - I - .0421 - I - .00 - I - .28 - I - 3.04 .09 - I - - I - .013 - I - .00 .00 1- PIPE 10008.410 - I - 1399.973 - I - .287 - I - 1400.260 - I - 2.00 - I - 7.19 - I - .80 1401.06 .00 - I - .49 1.40 2.000 .000 .00 1 .0 .011 5.7086 - I - .0368 - I - .00 .29 - I - 2.85 .09 - I - - I - .013 - I - .00 .00 1- PIPE 10008.420 I I 1400.036 I .297 1400.333 - I - I I 2.00 - I - 6.86 I .73 I 1401.06 .00 - I - I I .49 1.42 I I 2.000 I .000 .00 I 1 .0 - I - .010 - I - 5.7086 - I - - I - - I - .0321 - I - .00 .30 - I - 2.67 .09 - I - - I - .013 - I - .00 .00 1 PIPE 10008.430 - I - I I 1400.093 -I- I .307 -I- 1400.400 -I- I 2.00 -I- I 6.54 -I- I .66 - I - I 1401.06 .00 - I- I I .49 -I- 1.44 I I 2.000 I .000 .00 I 1 .0 .009 5.7086 .0280 -I .00 .31 2.50 .09 -I- -I- .013 -I- .00 .00 1- PIPE 10008.430 I I 1400.143 I .317 1400.461 I I 2.00 6.23 I .60 I 1401.06 .00 I I .49 1.46 I I 2,000 I .000 .00 I 1 .0 -I- .008 -I 5.7086 - I - -I -I- -I- -I- .0245 -I- .00 - I - .32 -I- 2.34 .09 -I- - I - .013 - I- .00 .00 1- PIPE Li Y: \F60 \400 \Cal cs \Hydraul iel aterals \Main Lateral \Lateral5.doc e o FILE: Lateral5.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8: 7:30 Citrus Avenue Widening Project 100 YR Main Line Lateral 5 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I L /Elem -I- ICh Slope I - I- -I I I - t - -I- I - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm - I - Dp -I I "N" I X -Fall) - I - ZR - I IType Ch I I I I I I 10008.440 - I - 1400.188 - I - .328 - I - 1400.516 - I - 2.00 - I - 5.94 - I - .55 - I - I 1401.06 .00 I .49 I 1.48 I I 2.000 I .000 .00 I 1 .0 .007 5.7086 .0214 - I - .00 - I - .33 - I - 2.20 - I - .09 - I - .013 - I - .00 .00 1 PIPE '10008.450 I I ,1400.226 .339 I I 1400.566 2.00 - I - I 5.67 I .50 I 1401.06 .00 I .49 I 1.50 I I 2.000 I .000 .00 I 1 .0 - I - .006 - I - 5.7086 - I - - I - - I - - I - .0187 - I - .00 - I - .34 - I - 2.06 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.460 - I - I I 1400.261 - I - .350 - I - I I 1400.611 - I - 2.00 - I - I 5.40 I .45 I 1401.06 .00 I .49 I 1.52 I I 2.000 I .000 .00 I 1 .0 .005 5.7086 - I - - I - .0163 - I - .00 - I - .35 - I - 1.93 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.460 - I- I I 1400.290 - I - I .362 - I - I 1400.652 -I- 2.00 - I - I 5.15 I .41 I 1401.06 .00 I .49 I 1.54 I I 2.000 I .000 .00 I 1 .0 .005 5.7086 - I - -I .0142 -I .00 -I- .36 - I- 1.81 - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.460 I I 1400.316 I .374 t 1400.690 2.00 I 4.91 I .37 I 1401.06 .00 I .49 I 1.56 I I 2.000 I .000 .00 I 1 .0 .004 5.7086 .0124 .00 .37 1.69 .09 .013 .00 .00 PIPE 10008.470 - I - 1400.337 - I - .387 - I - 1400.724 - I - 2.00 - I - 4.68 .34 1401.06 .00 .49 1.58 2.000 .000 .00 1 .0 .003 5.7086 I - I - - I - .0109 - I - .00 - I - .39 - I - 1.59 - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.470 - I - I 1400.355 - I - I .400 - I - I 1400.755 2.00 - I - I 4.46 I .31 I 1401.06 .00 I .49 I 1.60 I I 2.000 I .000 .00 I 1 .0 .003 5.7086 I - I - - I - - I - .0095 - I - .00 - I - .40 - I - 1.49 - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.470 I 1400,369 I 414 I 1400.783 2.00 I 4.26 I .28 I 1401.06 .00 I .49 I 1.62 I I 2.000 I .000 .00 I 1 .0 .002 5.7086 .0083 .00 .41 1.39 .09 .013 .00 .00 PIPE 10008.480 -I- I I 1400_.380 I .428 - I - I 1400.809 - I - 2.00 - I - I 4.06 - I - I .26 I 1401.06 .00 I .49 I 1.64 I I 2.000 I .000 .00 I 1 .0 .002 - I - 5.7086 - I - .0073_ - I - .00 - I - .43 - I - 1.31 - I - .09 - I - .013 - I - .00 .00 1- PIPE Y: \F60 \400 \Cal cs \HydrauI id aterals \MainLateral\Lateral5.doc Y: \F60 \400 \Cal cs \HydrauI id aterals \MainLateral\Lateral5.doc i FILE: Lateral5.WSW W S P G W- CIVILDESIGN Vetsion 14.03 PAGE 6 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8: 7:30 Citrus Avenue Widening Project 100 YR Main Line Lateral 5 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station - I - I Elev 1 - I - (FT) -I I Elev I -I- (CFS) - I - I (FPS) - I- Head.1 Grd.E1.1 Elev I Depth I Width IDia. -FT1or I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I - I - SF Avel - I - HF ISE -I- DpthlFroude - I - NINorm -I- Dp - I - I "N" - I - I X -Fa111 - I ZR IType Ch I I I I 10008.480 - I - 1400.390 .442 - I - 1400.832 - I - 2.00 - I - I 3.87 I .23 I 1401.06 .00 I .49 I 1.66 I 2.000 I I .000 .00 I 1 .0 .001 - I - 5.7086 - I - - I - .0063 - I - .00 - I - .44 - I - 1.22 - I - .09 - I - .013 - I - .00 .00 I- PIPE 10008.480 I I 14 .457 I I 1400.853 2.00 I 3.69 I .21 I 1401.06 .00 I .49 I 1.68 I I 2.000 I .000 .00 I 1 .0 .001 5.7086 .0055 .00 .46 1.14 .09 .013 .00 .00 PIPE 10008.480 - I - I I 1400.399 - I - .473 - I - I I 1400.872 - I - 2.00 - I - I 3.52 I .19 I 1401.06 .00 I .49 I 1.70 I 2.000 I I .000 .00 I 1 .0 .000 5.7086 - I - - I - .0048 - I - .00 - I - .47 - I - 1.07 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.480 -I- I I 1400.400 -I- .491 -I I I 1400.891 -1- 2.00 - 1 - I 3.34 -1- I .17 -1- I 1401.06 -1- .00 -1- I .49 -1- I 1.72 -1- I I 2.000 -1- I .000 -1- .00 I 1 .0 1 Y: \F60 \400 \Cal cs \HydrauI id aterals \MainLateral\Lateral5.doc 0 0 0 FILE: lateral6.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:37:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 6 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I, (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I - I - Depth - I - I Width IDia. -FTIor -I - I - I.D.I - I - ZL - I IPrs /Pip - I - L /Elem -I ICh Slope I - I - I - I - I -I I - I - - I - SF Avel - I - HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I I I I 10007.070 I I 1394.970 3.119 1398_.089 2.00 .64 .01 1398.10 - I - .00 - I - .49 - I - .00 2.000 - I - - I - .000 - I - .00 1 .0 - I - .193 - I - 5.7870 - I - - I - - I - - I - - I - .0001 .00 3.12 .00 .09 .013 .00 .00 1- PIPE 10007.260 I I 1396.089 2.000 I I 1398.089 I 2.00 .64 I .01 I 1398.10 - I - I .00 - I - .49 - I - I .00 I 2.000 - I - - I - I I .000 - I - .00 I 1 .0 - I - .032 - I - 5.7870 - I - - I - - I - - I - - I - .0001 .00 2.00 .00 .09 .013 .00 .00 1- PIPE 10007.300 I 1396.273 I 1.814 I I 1398.087 I 2.00 .67 I .01 - I - I 1398.09 - I - I .00 - I - .49 - I - I 1.16 I 2.000 - I - - I - I I .000 - I - .00 I 1 1- .0 - I - .019 - I - 5.7870 - I - - I - - I - - I - .0001 .00 1.81 .07 .09 .013 .00 I .00 PIPE I 10007.310 I 1396.381 I 1.706 I I 1398.087 I 2.00 .70 I .01 I 1398.09 I .00 - I - .49 - I - I 1.42 I 2.000 - I - - I - I .000 - I - .00 1 1- .0 - I - .015 - I - 5.7870 - I - - I - - I - - I - - I - .0001 - I - .00 1.71 .09 .09 .013 .00 I .00 PIPE I 10007.330 I 1396.468 I 1.618 I I 1398.086 I 2.00 .73 I .01 - I - I 1398.09 - I - I .00 - I - .49 - I - I 1.57 I 2.000 - I - - I - I .000 - I - .00 1 1 .0 - I - .014 - I - 5.7870 - I - - I - - I - - I - .0001 .00 1.62 .10 .09 .013 .00 I .00 PIPE I 10007.340 I 1396.545 I 1.540 I I 1398.085 I 2.00 .77 - I - I .01 - I - I 1398.09 - I - I .00 - I - .49 - I - I 1.68 I 2.000 - I - - I - I .000 - I - .00 1 1 .0 - I - .012 - 1- 5.7870 - I - - I - - I - .0001 .00 1.54 .11 .09 .013 .00 .00 PIPE 10007.350 I 1396.614 I 1.470 I I 1398.084 I 2.00 .81 - I - I .01 - I - I 1398.09 - I - I .00 - I - .49 - I - I 1.77 I 2.000 - I - - I - I I .000 - I - .00 I 1 1 .0 - I - .011 - I - 5.7870 - I - - I - - I - .0001 .00 1.47 I .12 .09 I .013 I .00 I I .00 PIPE I 10007.370 I 1396.677 I 1.406 I 1398.083 - I - I I 2.00 - I - .85 - I - I .01 - I - I 1398.09 - I - .00 - I - .49 - I - 1.83 2.000 - I - - I - .000 - I - .00 1 1- .0 - I - .010 - I - 5.7870 - I - 0001 .00 1.41 I .13 .09 I .013 I .00 I .00 PIPE I 10007.380 - I - I 1396.736 - I - I 1.346 -I- I 1398.082 -I- I I 2.00 - I - .89 - I - I .01 -I- I 1398.09 -I- .00 - I - .49 - I - 1.88 2.000 -I- - I- I .000 -I- .00 1 I- .0 10007.380 I 1396.776 I 1,291 I 1398.067 I I 2.00 .93 I Oi I 1398.08 I .00 .49 I 1.91 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP Y:\F60 \400 \Calcs \Hydraul idaterals \MainLateral\lateral6.doc e o FILE: lateral6.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:37:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 6 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope -I I -I- I -I- I I -I- -I- SF Avel -I- HF -I- ISE DpthlFroude -I- NINorm -I- Dp -I- I "N" I -I- X -Fall) ZR -I IType Ch I I I I I 10007.380 - I - 1396.776 - I - .136 - I - 1396.912 - I - 2.00 - I - 21.57 - I - I 7.22 1404.14 I .00 I .49 I 1.01 I I 2.000 I .000 .00 I 1 .0 .018 5.7870 - I - .8495 - I - .01 - I - .14 - I - 12.53 - I - A9 - I - .013 - I - .00 .00 1- PIPE 10007.400 - I - I 1396.895 - I - I .140 - I - I 1397.036 - I - I I 2.00 - I - 20.51 - I - I 6.53 1403.57 I .00 I .49 I 1.02 I I 2.000 I .000 .00 I 1 .0 .116 5.7870 - i - .7373 - I - .09 - I - .14 - I - 11.70 - I- .09 - I - .013 - I - .00 .00 1 PIPE 10007.520 - I - I 1397.570 - I - I .145 - I - I 1397.716 - I - I I 2.00 - I - 19.56 - I - I 5.94 1403.66 I .00 I .49 I 1.04 I I 2.000 I .000 .00 I 1 .0 .104 5.7870 - I - .6440 - I - .07 - I - .15 - I - 10.98 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10007.620 - I - I 1398.172 - I - I .150 - I - I I 1398.323 - I - I 2.00 18.65 I 5.40 1403.72 I .00 I .49 I 1.05 I I 2.000 I .000 .00 I 1 .0 .093 5.7870_ - I - - I - - I - .5621 - I - .05 - I - .15 - I - 10.30 - I - .09 - I - .013 - I - .00 .00 I- PIPE 10007.710 - I - I 1398.711 - I - I .155 - I - I I 1398.866 - I - I 2.00 - I - 17.78 - I - I 4.91 1403.78 I .00 I .49 I 1.07 I I 2.000 I .000 .00 I 1 .0 .083 5.7870 - I - .4903 - I - .04 - I - .16 - I - 9.66 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10007.800 -I- I I 1399.193 - I - I .160 -I- I 1399.353 - I - I 2.00 - I - 16.95 i 4.46 1403.82 I .00 I .49 I 1.09 I I 2.000 I .000 .00 I 1 .0 .075 5.7870 I - I- - I - .4273 - I - .03 - I - .16 - I - 9.06 -I- .09 - I - .013 -I- .00 .00 1 PIPE 10007.870 - I - I 1399.626 -I- I .165 -I I 1399.791 - I - I 2.00 - I - 16.16 -I- I 4.06 1403.85 I .00 I .49 I 1.10 I I 2.000 I .000 .00 I 1 .0 .067 5.7870 - i - .3722 - I - ,.03 -I .17 - I - 8.50 - I- .09 -I- .013 - I - .00 .00 1 PIPE 10007.940 - I - I I 1400.015 - I - I .170 - I - I 1400.185 - I - I 2.00 - I - 15.41 - I - I 3.69 - I - 1403.87 I .00 I .49 I 1.12 I I 2.000 I .000 .00 I 1 .0 .061 5.7870 .3246 - I - .02 - I - .17 - I - 7.96 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.000 I I 1400.363 - I - I .176 I 1400.540 - I - I 2.00 - I - 14.70 I 3.35 1403.89 I .00 I I .49 1.13 I I 2.000 I .000 .00 I 1 .0 - I - .055 5.7870 - I - - I - - I - .2835 - I - .02 - I - .18 - I - 7.47 - I - .09 - I - .013 - I - .00 .00 1- PIPE Y:\F60 \400\Calcs \HydrauI idaterals \WlainLateral \lateral6.doc Y: \F60 \400 \Calcs \HydrauI icl aterals \MainLateral\lateral6.doc FILE: lateral6.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:37:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 6 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width 1Dia. -FTIor -I- I.D.1 -I- ZL IPrs /Pip -I -i- -I- L /Elem ICh Slope I -I- I -I- I -I I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- N1Norm -I- Dp I "N" I X -Fall) ZR 1Type Ch 8 I I I I I I 10008.050 1 1400.678 I .182 I 1400.860 I 2.00 14.01 I j.05 - I - I 1403.91 - I - .00 - I - .49 - I - I 1.15 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .049 - I - 5.7870 - I - - i - - I - - I - .2474 .01 .18 7.01 .09 .013 .00 .00 1 PIPE I 10008.100 I 1400.961 .188 I I 1401.149 I 2.00 - I - 13.36 - I - I 2.77 - I - I 1403.92 - I - .00 - I - I .49 - I - I 1.17 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .044 - I - 5.7870 - I - - I - .2158 .01 .19 6.57 .09 .013 .00 .00 1- PIPE I 10008.150 I 1401.216 .194 I I 1401.410 I 2.00 12.74 I 2.52 I 1403.93 .00 I .49 I 1.18 I I 2.000 I .000 .00 I 1 .0 - I - .040 - I - 5.7870 - I - - I - - I - - I - - I - .1881 - I - .01 - I - .19 - I - 6.16 - I - .09 - I - .013 - I - .00 .00 1- PIPE I 10008.190 I 1401.447 .200 I I 1401.647 I 2.00 12.14 I 2.29 I 1403.94 .00 I .49 I 1.20 I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .036 - I - 5.7870 - I - - I - - I - - I - - I - .1641 - I - .01 - I - .20 - I - 5.78 - I - .09 .013 .00 .00 1 PIPE I 10008.220 I 1401.654 I .207 I 1401.861 I 2.00 - I - 11.58 - I - I 2.08 - I - I 1403.94 - I - .00 - I - I .49 - I - I 1.22 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .032 - I - 5.7870 - I - - I - .1433 .00 .21 5.42 .09 .013 .00 .00 1 PIPE I 10008.250 I 1401.841 I .214 I 1402.055 I 2.00 11.04 I 1.89 I 1403.95 .00 - I - I .49 I 1.24 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .029 - I - 5.7870 - I - - I - - I - - I - - I - .1250 - I - .00 .21 - I - 5.08 .09 .013 .00 .00 1- PIPE I 10008.280 I 1402.009 I .221 I 1402.230 I 2,00 10.53 I 1.72 I 1403.95 -I- .00 -I- I .49 -I- I 1.25 -I- I I 2.000 -I- I .000 -I- .00 I 1 .0 - I - .026 -I 5.7870 -I- -I -I- -I- -I- .1090 .00 .22 4.77 .09 .013 I .00 .00 1- PIPE I I 10008.310 I 1402.162 .228 I I 1402.390 I 2.00 - I - 10.04 - I - I 1.56 - I - I 1403.95 - I - .00 - I - I .49 - I - I 1.27 - I - I 2.000 - I - I .000 - I - .00 1 .0 - I - .023 - I - 5.7870 - I - - I - .0952 .00 .23 4.47 .09 .013 .00 .00 1 PIPE I 10008.330 I 1402.298 .236 I I 1402.534 I 2.00 9.57 I 1.42 I 1403.96 .00 I .49 I 1.29 I I 2.000 I .000 .00 I 1 .0 .021 5.7870 .0831 .00 .24 4.19 .09 .013 .00 .00 PIPE Y: \F60 \400 \Calcs \HydrauI icl aterals \MainLateral\lateral6.doc Y:\F60 \400 \Calcs \HydrauI idaterals \MainLateral\lateral6.doc FILE: lateral6.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:37:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 6 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /(Base WtI INo Wth Station I Elev I (FT) I Elev I (CFS)- I (FPS) Head I Grd.El.] Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip - I - L /Elem - I- ICh Slope I - I - - I - I I - I - - I - I - I - SF Avel - I - HF ISE -I DpthlFroude - I - NINorm - I - Dp - I- I "N" I X - I - -Fall] ZR - I IType Ch I tr I 10008.360 - I - l 1402.421 - I - .244 - I - I 1402.665 - I - 2.00 - I - I 9.12 - I - I 1.29 - I - I 1403.96 .00 I .49 I 1.31 I I 2.000 I .000 .00 I 1 .0 .020 5.7870 .0726 - I - .00 - I - .24 - I - 3.93 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.380 - I - I I 1402.532 -I- .252 -I- I I 1402.784 - I- 2.00 -I- I 8.70 -I- I 1.18 - I - I 1403.96 .00 I .49 I 1.33 I I 2.000 I .000 .00 I 1 .0 .018 5.7870 .0633 -I- .00 -I- .25 -I- 3.68 -I- .09 -I- .013 -I- .00 .00 1- PIPE 10008.390 I I 1402.632 .260 I I 1402.892 2.00 I 8.30 I 1.07 I 1403.96 .00 I .49 I 1.35 I I 2.000 I .000 .00 I 1 .0 .016 5.7870 .0552 .00 .26 3.45 .09 .013 .00 .00 PIPE 10008.410 I I 1402.721 .269 I I 1402.990 2.00 I 7.91 I .97 I 1403.96 .00 I .49 I 1.36 I I 2.000 I .000 .00 I 1 .0 - I - .014 - I - 5.7870 - I - - I - - I - - I - - i - .0482 - I - .00 - I - .27 - I - 3.24 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.420 - I - I I 1402.801 - I - .278 - I - I I 1403.079 - I - 2.00 - I - I 7.54 - I - I .88 - I - I 1403.96 - I - .00 I .49 I 1.38 I I 2.000 I .000 .00 I 1 .0 .013 5.7870 .0421 .00 - I - .28 - I - 3.04 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.430 -I- I I 1402.873 - I- .287 - I - I I 1403.160 - I - 2.00 - I - I 7.19 - I - I .80 I 1403.96 .00 I I .49 1.40 I I 2.000 I .000 .00 I 1 .0 .011 5.7870 - I - .0368 - I - .00 - I- .29 -I- 2.85 - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.450 - I - I I 1402.936 .297 - I - I I 1403.233 - I - 2.00 - I - I 6.86 - I - I .73 I 1403.96 .00 I I .49 1.42 I I 2.000 I .000 .00 I 1 .0 .010 - I - 5.7870 - I - .0321 - I - .00 - I - .30 - I - 2.67 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.460 -I- I I 1402.993 - I - .307 - I - I I 1403.300 -I- 2.00 -I- I 6.54 - I - I .66 I 1403.96 I .00 I .49 1.44 I I 2.000 I .000 .00 I 1 .0 .009 5.7870 -I- .0280 - I - .00 - I - .31 -I- 2.50 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.460 - I - I I 1403.043 - I - .317 - I- I I 1403.361 -I 2.00 -I- I 6.23 -I- I .60 - I - I 1403.96 I .00 I .49 1.46 I I 2.000 I .000 .00 I 1 .0 .008 5.7870 .0245 -I- .00 - I - .32 -I- 2.34 -I- .09 -I- .013 - I- .00 .00 1 PIPE Y:\F60 \400 \Calcs \HydrauI idaterals \MainLateral\lateral6.doc 0 0 E FILE: lateral6.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:37:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 6 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I 10008.470 I I 1403.088 .328 I 1403.416 - I - 2.00 - I - 5.94 I .55 I 1403.96 .00 I .49 I 1.48 I 2.000 I I .000 .00 I 1 .0 - I - .007 - I - 5.7870 - I - - I - - I - .0214 - I - .00 - I - .33 - I - 2.20 .09 - I - - I - .013 - I - .00 .00 1- PIPE 10008.480 I I 1403.126 .339 I I 1403.466 2.00 I 5.67 I .50 I 1403.96 .00 I .49 I 1.50 I 2.000 I I .000 .00 I 1 .0 - I - .006 - I - 5.7870 - I - - I - I - I - - I - - I - .0187 - I - .00 - I - .34 - I - 2.06 .09 - I - - I - .013 - I - .00 .00 1- PIPE 10008.480 I I 1403.161 .350 I 1403.511 2.00 I 5.40 I .45 I 1403.96 .00 I .49 I 1.52 I 2.000 I I .000 .00 I 1 .0 .005 5.7870 .0163 .00 .35 1.93 .09 .013 .00 .00 PIPE 10008.490 I I 1403.190 .362 I I 1403.552 2.00 I 5.15 I .41 I 1403.96 .00 I .49 I 1.54 I 2.000 I I .000 .00 I 1 .0 - I - .005 - I - 5.7870 - I - - I - - I - - I - - I - .0142 - I - .00 - I - .36 - I - 1.81 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.490 I I 1403.216 .374 I I 1403.590 - I - 2.00 I 4.91 I .37 I 1403.96 .00 I .49 I 1.56 I 2.000 I I .000 .00 I 1 .0 - I - .004 - I - 5.7870 - I - - I - - I - - I - .0124 - I - .00 -I- .37 - I - 1.69 - I - .09 - I - .013 - I - .00 .00 1 PIPE 10008.500 I I 1403.237 .387 I I 1403.624 2.00 I 4.68 I 39 I 1403.96 .00 I I .49 1.58 I 2.000 I I .000 .00 I 1 .0 - I - .003 - I - 5.7870 - I - - I - - I - - I - - I - .0109 - I - .00 - I - .39 - I - 1.59 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.500 I I 1403.255 .400 I I 1403.655 - I - 2.00 I 4.46 I .31 I 1403.96 .00 i I .49 1.60 I I 2.000 I .000 .00 I 1 .0 - I - .003 - I - 5.7870 - I - - I - - I - - I - .0095 - I - .00 - I - .40 - I - 1.49 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.500 - I - I I 1403.269 - I - .414 - I - I I 1403.683 - I - 2.00 - I - I 4.26 - I - I .28 - I - I 1403.96 - I - .00 I I .49 1.62 I I 2.000 I .000 .00 I 1 .0 .002 5.7870 .0083 .00 - I - .41 - I - 1.39 - I - .09 - I - .013 - I - .00 .00 1- PIPE 10008.510 I I 1403.281 I .428 I 1403.709 2.00 I 4.06 I .26 I 1403.96 .00 I I .49 1.64 I I 2.000 I .000 .00 I 1 .0 -I .002 - I - 5.7870 - I - - I - - I - - I - - I - .0073 - I - .00 - I - .43 - I - 1.31 - I - .09 - I - .013 - I - .00 .00 1- PIPE Y:\F60 \400 \Calcs \Hydraul iciaterals \MainLateral \lateral6.doc e o 0 FILE: lateral6.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 6 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:37:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 6 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip - I - L /Elem -I- ICh Slope -I- I -I- I I -I- -I- I - I - SF�Avel -I- HF ISE -I- DpthlFroude -I- NINorm - I - Dp -I- -I- I "N" I X -Fa111 ZR -I IType Ch 10008.510 I 1403.290 - I - I .442 - I - I I 1403.732 - I - 2.00 - I - I 3.87 - I - I .23 I 1403.96 .00 I I .49 1.66 I I I 2.000 .000 .00 I 1 .0 - I - .001 5.7870 - I - .0063 - I - .00 - I - .44 - I - 1.22 - I - .09 - I - - I - .013 .00 .00 1- PIPE 10008.510 I 1403.296 I .457 I I 1403.753 2.00 I 3.69 I .21 I 1403.96 .00 I I .49 1.68 I I I 2.000 .000 .00 I 1 .0 .001 5.7870 .0055 .00 .46 1.14 .09 .013 .00 .00 PIPE 10008.510 I 1403.299 I .473 I I 1403.772 2.00 I 3.52 I .19 I 1403.96 .00 I I .49 1.70 I I I 2.000 .000 .00 I 1 .0 - I - .000 - I - 5.7870 - I - - I - - I - - I - - I - .0048 - I - .00 - I - .47 -I 1.07 - I - .09 - I - - I - .013 .00 .00 1 PIPE 10008.510 - I - I 1403.300 - I - I .491 -I- I I 1403.791 - I - 2.00 - I - I 3.34 -I I .17 -I- I 1403.96 - I - .00 - I - I I .49 -I- 1.72 - I - I I I 2.000 .000 -I- - I - .00 I 1 .0 I- Y: \F60 \400 \Cal cs \HydrauI id ateralWainLateral \lateral6.doc 0 0 FILE: lateral7.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 ' WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:51:58 Citrus Avenue Widening Project 100 YR Main Line Lateral 7 - Q =6 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width Dia. -FTlor I.D.I ZL IPrs /Pip - I - L /Elem - I - ICh Slope - I - I - I - I - I - I - I - I - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm - I - Dp - I - I "N" - I - I X -Fall) ZR - i IType Ch I I 10008.670 I 1396.660 I 5.987 1402.647 6.00 I 1.91 I .06 I 1402.70 .00 I I .87 .00 I 2.000 I I .000 .00 I 1 .0 - I - 32.340 - I - .1240 - I - - I - - I - - I - - I - .0007 - I - .02 - I - 5.99 - I - .00 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10041.010 I 1400.670 I 2.000 I 1402.670 I 6.00 I 1.91 I .06 I 1402.73 .00 I I .87 .00 I 2.000 I I .000 .00 I 1 .0 1.453 .1240 .0007 .00 2.00 .00 .37 .013 .00 .00 PIPE • 10042.460 I 1400.850 I 1.814- I 1402.664 I 6.00 I 2.00 I .06 I 1402.73 .00 I I .87 1.16 I 2.000 I I .000 .00 I 1 .0 - I - .825 - I - .1240 - I - - I - - I - - I - - I - .0006 - I - .00 - I - 1.81 - I - .22 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10043.290 I 1400.952 - I - I 1.706 I 1402.658 - I - I 6.00 I 2.10 I .07 - I - I 1402.73 .00 I I .87 1.42 I 2.000 I I .000 .00 I 1 .0 - I - .173 .1240 - I - - I - - I - .0007 - I - .00 - I - 1.71 - I - .26 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10043.460 I 1400.974 I 1.681 I 1402.654 I 6.00 I 2.13 I .07 I 1402.72 .00 I I .87 1.47 i 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 10043.460 I I 1400.974 .397 I 1401.371 I 6.00 I 13.54 I 2.85 I 1404.22 .00 I I .87 1.60 I 2.000 I I .000 .00 I 1 .0 4.048 .1240 .0904 .37 .40 4.53 .37 .013 .00 .00 PIPE 10047.510 - I - I I 1401.475 .405 I 1401.880 - I - I 6.00 - I - I 13.15 - I - I 2.69 - I - I 1404.57 - I - .00 I I .87 1.61 I 2.000 I I .000 .00 I 1 .0 5.390 -I .1240 -I .0813 .44 -I- .41 - I - 4.35 -I .37 - I - .013 - I - .00 .00 1 PIPE 10052.900 - I - I I 1402.144 - I - .419 - I - I 1402.563 - I - I 6.00 - I - I 12.54 - I - I 2.44 - I - I 1405.01 - I - .00 - I - I I .87 - I - 1.63 I 2.000 I I .000 .00 I 1 .0 3.928 .1240 .0710 .28 .42 4.08 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10056.830 I I 1402.631 .433 I 1403.064 - I - I 6.00 - I - I 11.96 - I - I 2.22 - I - I 1405.28 - I - .00 - I - I I .87 1.65 I 2.000 I I .000 .00 I 1 .0 - I - 3.018 - I - .1240 - I - .0621 .19 .43 - I - 3.82 - I - .37 - I - .013 - I - .00 .00 1- PIPE 51 Y AF60 \400 \Calcs \Hydraul idaterals NainLateral\lateral7.doc e o FILE: lateral7.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:51:56 Citrus Avenue Widening Project 100 YR Main Line Lateral 7 - Q =6 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor - I - I.D.I - I - ZL IPrs /Pip - I - I - L /Elem - I - ICh Slope I - I - - I - I - I - I I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm - I - Dp I "N" I X -Fall] ZR IType Ch I I I I I I 10059.840 I I 1403.005 .448 I 1403.453 I I 6.00 11.40 I 2.02 I 1405.47 .00 .87 1.67 2.000 .000 .00 1 .0 2.417 .1240 .0543 .13 .45 3.58 .37 .013 .00 .00 PIPE 10062.260 I I 1403.304 .463 I 1403.768 I I 6.00 10.87 - I - I 1.84 - I - I 1405.60 - I - .00 - I - I .87 - I - I 1.69 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - 1.970 -1 .1240 - I - - I - - I - .0474 .09 .46 3.35 .37 .013 .00 .00 1 PIPE 10064.230 I I 1403.549 .479 I 1404.028 I I 6.00 10.36 - I - I 1.67 - I - I 1405.70 - I - .00 - I - I .87 - I - I 1.71 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - 1.644 - I - .1240 - I - - I - - I - .0415 .07 .48 3.14 .37 .013 .00 .00 1 PIPE 10065.870 I I 1403.753 .495 I 1404.248 I I 6.00 9.88 I 1.52 I 1405.76 .00 - I - I .87 - I - I 1.73 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - 1.378 - I - .1240 - I - - I - - I - - I - - I - .0363 - I - .05 .50 2.94 .37 .013 .00 .00 1 PIPE 10067.250 I I 1403.923 .512 I 1404.435 I I 6.00 9.42 I 1.38 I 1405.81 .00 I .87 I 1.75 I x.000 I I .000 .00 I 1 .0 1.163 .1240 .0317 .04 .51 2.75 .37 .013 .00 .00 PIPE 10068.420 I I 1404.068 .530 I 1404.598 I I 6.00 8.98 I 1.25 I 1405.85 - I - .00 - I - I .87 - I - I 1.77 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .986 - I - .1240 - I - - I - - I - - I - - I - .0278 .03 .53 2.57 .37 .013 .00 .00 1- PIPE 10069.400 I I 1404.190 .549 I 1404.739 I I 6.00 8.57 I 1.14 I 1405.88 - I - .00 - I - I .67 - I - I 1.79 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .849 - I - .1240 - I - - I - - I - - I - - I - .0243 .02 .55 2.41 .37 .013 .00 .00 1- PIPE 10070.250 I I 1404.295 .568 I 1404.863 I I 6.00 -I- 8.17 -I- I 1.04 -I- I 1405.90 -I- .00 -I- I .87 - I- I 1.80 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 -I .731 -I- .1240 -I- -I- .0213 .02 .57 2.26 .37 .013 .00 .00 1 PIPE 10070.980 I I 1404.386 .587 I 1404.973 I I 6.00 7.79 I .94 I 1405.91 .00 -I- I .87 -I- I 1.82 -I- I 2.000 -I- I I .000 -I- .00 I 1 .0 -I- .613 -I- .1240 -I- -I -I- -I- -I- .0186 -I- .01 .59 2.11 .37 .013 .00 .00 1 PIPE r, Y:\F60 \400 \Ca1cs \Hydrau1 id aterals \MainLateralllateral7.doe e o FILE: lateral7.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:51:58 - Citrus Avenue Widening Project 100 YR Main Line Lateral 7 - Q =6 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INO Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 - I - Elev -I- I Depth I Width -I- IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope I -I- -I- I -I- I I -I -I- SF Ave) HF ISE DpthlFroude -I NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I I I I 10071.590 I I 1404.462 .608 1405.070 6.00 7.42 .86 1405.93 .00 .87 1.84 2.000 .000 .00 1 .0 .527 .1240 .0163 .01 .61 1.97 .37 .013 .00 .00 PIPE 10072.120 I I 1404.527 .629 I 1405.156 I I 6.00 - I - 7.08 - I - I .78 - I - I 1405.93 - I - .00 - I - I .87 - I - I 1.86 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .444 - I - .1240 - I - - I - .0143 .01 .63 1.85 .37 .013 .00 .00 1 PIPE • 10072.570 I I 1404.582 .651 I 1405.234 I I 6.00 6.75 I .71 I 1405.94 .00 I .87 I 1.87 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .370 - I - .1240 - I - -I - I - -I- -I- .0125 -I- .00 -I- .65 -I 1.73 .37 .013 .00 .00 1 PIPE 10072.940 I I 1404.628 .674 I 1405.302 I I 6.00 6.44 I .64 I 1405.95 - I - .00 - I - I .87 I 1.89 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .305 - I - .1240 - I - - I - - I - - I - - I - .0109 .00 .67 - I - 1.62 .37 .013 .00 .00 1- PIPE 10073.240 I I 1404.666 .698 I 1405.364 - I - I I 6.00 - I - 6.14 - I - I .58 - I - I 1405.95 - I - .00 - I - I I .87 - I - 1.91 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .246 -1 .1240 - I - .0096 .00 .70 1.51 .37 .013 .00 .00 1- PIPE 10073.490 I I 1404.697 .723 I 1405.420 I I 6.00 5.85 I .53 I 1405.95 .00 - I - I I .87 - I - 1.92 - I - I I 2.000 - I - I .000 -I- .00 I 1 .0 -I .193 - I - .1240 - I - - I - - I - -I- -I- .0084 -I .00 .72 1.41 .37 .013 .00 .00 1 PIPE 10073.680 I I 1404.721 .749 I 1405.470 I I 6.00 5.58 I .48 I 1405.95 .00 - I - I I .87 - I - 1.94 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .146 - I - .1240 - I - - I - - I - - I - - I - .0074 - I - .00 .75 1.32 .37 .013 .00 .00 1- PIPE 10073.830 I I 1404.739 .776 I 1405.515 1 I 6.00 - I - 5.32 - I - I .44 - I - I 1405.95 .00 - I - I I .87 - I - 1.95 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .102 - I - .1240 - I - - I - .0065 - I - .00 .78 1.23 .37 .013 .00 .00 1 PIPE 10073.930 1404.751 .804 1405.555 - I - 6.00 - I - 5.07 - I - .40 - I - 1405.95 .00 - I - .87 - I - 1.96 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .054 - I - .1240 - I - .0057 - I - .00 .80 1.15 .37 .013 .00 .00 1- PIPE E Y:\F60 \400 \Calcs \Hydraul ic4aterals \MainLateral \lateral7.doc Y: \F60 \400 \Calcs \HydrauI icl aterals \MainLateral\Lateral8.doc FILE: Lateral8.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:47:38 Citrus Avenue Widening Project 100 YR Main Line Lateral 8 - Q =40 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI ]No Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL - I IPrs /Pip -I- L /Elem ICh - I - Slope I -I- I - I - I - I - I -I- -I- SF Avel - I - HF ISE -I- DpthlFroude - I - NINorm - I - Dp - I - I "N" -I I X -Fall) ZR IType Ch 10007.110 1396.660 .919 1397.579 40.00 28.38 12.51 1410.09 .00 1.95 1.99 2.000 .000 .00 1 .0 - I - .118 - I - 6.5512 - I - - I - - I - - I - - I - .1602 - I - .02 - I - .92 - I - 5.95 - I - .36 - I - .013 - I - .00 .00 1 PIPE I 10007.230 I 1397.432 I .942 I 1398.375 I 40.00 27.47 - I - I 11.72 - I - I 1410.09 .00 I 1.95 I 2.00 I 2.000 I I .000 .00 I 1 .0 - I - .160 - I - 6.5512 - I - - I - - I - .1440 - I - .02 - I - .94 - I - 5.67 - I - .36 - I - .013 - I - .00 .00 1 PIPE • I 10007.390 I 1398.485 I .978 I 1399.463 I 40.00 26.19 I 10.65 I 1410.12 .00 I 1.95 I 2.00 I 2.000 I I .000 .00 I 1 .0 - I - .145 - I - 6.5512 - I - - I - - I - - I - - I - .1267 - I - .02 - I - .98 - I - 5.28 - I - .36 - I - .013 - I - .00 .00 1 PIPE I 10007.530 I 1399.435 I 1.015 I 1400.450 I 40.00 24.97 - I - I 9.68 I 1410.13 .00 I 1.95 I 2.00 I 2.000 I I .000 .00 I 1 .0 - I - .131 - I - 6.5512 - I - - I - - I - - I - .1116 - I - .01 - I - 1.02 - I - 4.92 - I - .36 - I - .013 - I - .00 .00 I PIPE I 10007.670 I 1400.291 I 1.054 I 1401.345 I 40.00 23.81 I 8.80 I 1410.15 .00 I 1.95 I 2.00 I 2.000 I I .000 .00 I 1 .0 .117 6.5512 .0984 .01 1.05 4.58 .36 .013 .00 .00 PIPE I 10007.780 I 1401.062 I 1.095 I 1402.157 I 40.00 22.70 I 8.00 I 1410.16 .00 I 1.95 I 1.99 I 2.000 I I .000 .00 I 1 .0 .105 6.5512 .0869 .01 1.10 4.25 .36 .013 .00 .00 PIPE I 10007.890 I 1401.754 I 1.139 I 1402.893 I 40.00 21.65 I 7.28 I 1410.17 .00 I 1.95 I 1.98 I 2.000 I I .000 .00 I 1 .0 - I - .095 - I - 6.5512 - I - - I - - I - - I - - I - .0768 - I - .01 - I - 1.14 - I - 3.95 - I - .36 - I - .013 - I - .00 .00 1- PIPE I 10007.980 I 1402.378 I 1.1 I 1403.562 I 40.00 - I - 20.64 - I - I 6.61 I 1410.18 - I - .00 - I - I 1.95 I 1.97 I 2.000 I I .000 .00 I 1 .0 - I - .085 - I - 6.5512 - I - - I - - I - .0679 .01 1.18 - I - 3.66 - I - .36 - I - .013 - I - .00 .00 1 PIPE I 10008.070 I 1402.936 I 1.233 I 1404.169 I 40.00 19.68 I 6.01 I 1410.18 .00 I 1.95 I 1.94 I I 2.000 I .000 .00 I 1 .0 - I - .076 - I - 6.5512 - I - - I - - I - - I - - I - .0602 - I - .00 - I - 1.23 - I - 3.39 - I - .36 - I - .013 - I - .00 .00 1 PIPE Y: \F60 \400 \Calcs \HydrauI icl aterals \MainLateral\Lateral8.doc Y: \F60 \400 \Calcs \HydrauI id ateral s\Mai nLateral\Lateral 8. doc FILE: Lateral8.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:47:38 Citrus Avenue Widening Project 100 YR Main Line Lateral 8 - Q =40 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) - I - Head I Grd.E1.1 - I - Elev I Depth I Width IDia. -FTlor - I - I.D.I - I - ZL - I IPrs /Pip - I - L /Elem - I - ICh Slope - I - I - I - I - I - I I - I - SF•Avel HF - I - ISE DpthiFroude - I - N1Norm - I - Dp I "N" I X -Fall) ZR IType Ch I I I x��* 1**** I �** �* I�x***: �* I 1*******: I I * *�. * * * *1 I * *�� *� *I I * * * * *� *I�� I I * ** 1 * * *x *x* I 10008.140 I 1403.436 I 1.284 1404.720 40.00 - I - 18.76 - I - 5.47 - I - 1410.19 .00 1.95 - I - 1.92 2.000 - I - .000 .00 1 .0 - I - .068 - I - 6.5512 - I - - I - .0534 - I - .00 - I - 1.28 3.14 - I - .36 .013 - I - .00 .00 1 PIPE 10008.210 I 1403.882 I 1.339 I 1405.221 - I - I I 40.00 - I - 17.89 - I - I 4.97 - I - 1410.19 - I - I .00 - I - I 1.95 - I - I 1.88 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - 1 - .061 - 17 6.5512 - 1 - .0475 .00 1.34 2.89 .36 .013 .00 .00 1 PIPE 10008.270 I 1404.279 I 1.397 I 1405.676 I I 40.00 17.06 I 4.52 1410.19 I .00 I I 1.95 1.84 I 2.000 I I .000 .00 I 1 .0 - I - .054 - I - 6.5512 - I - - I - - I - - I - - I - .0424 - I - .00 - I - 1.40 - I - 2.66 - I - .36 - I - .013 - I - .00 .00 1- PIPE 10008.330 I 1404.628 I 1.461 I 1406.089 I I 40.00 16.26 I 4.11 1410.20 I .00 I I 1.95 1.77 I 2.000 I I .000 .00 I 1 .0 -I .047 -I- 6.5512 -I- -I- -I- -I- -I- .0380 -I- .00 -I- 1.46 -I- 2.43 -I- .36 -I- .013 -I- .00 .00 1- PIPE 10008.370 I 1404.934 I 1.530 I 1406.464 I I 40.00 15.51 I 3:73 1410.20 I .00 I I 1.95 1.70 I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .040 - I - 6.5512 - I - - I - - I - - I - - I - .0342 - I - .00 - I - 1.53 - I - 2.22 - I - .36 .013 .00 .00 1- PIPE 10008.410 I 1405.198 I 1.607 I 1406.805 I I 40.00 14.78 I 3.39 1410.20 I .00 I I 1.95 1.59 I 2.000 I I .000 .00 I 1 .0 - I - .034 - I - 6.5512 - I - - I - - I - - I - - I - .0310 - I - .00 - I - 1.61 - I - 2.00 - I - .36 - I - .013 - I - .00 .00 1- PIPE 10008.450 I 1405.420 I 1.694 I 1407.114 I I 40.00 14.10 I 3.09 1410.20 I .00 I I 1.95 1.44 I 2.000 I I .000 .00 I 1 .0 - I - .027 - I - 6.5512 - I - - I - - I - - I - - I - .0286 - I - .00 - I - 1.69 - I - 1.77 - I - .36 - I - .013 - I - .00 .00 1 PIPE 10008.470 I 1405.597 1 .1.798 I - 1407.396 - I - I I 40.00 - I - 13.44 - I - I 2.81 - I - 1410.20 - I - I .00 - I - I I 1.95 - I - 1.21 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .016 - I - 6.5512 - I - .0277 .00 1.80 1.51 .36 .013 .00 .00 1- PIPE 10008.490 I 1405.700 I 1.952 I 1407.652 I I 40.00 12.81 I 2.55 1410.20 I .00 I I 1.95 I I I I Y: \F60 \400 \Calcs \HydrauI id ateral s\Mai nLateral\Lateral 8. doc s o FILE: lateral9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:54:46 Citrus Avenue Widening Project 100 YR Main Line Lateral 9 - Q =7 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width' -I- IDia. -FTlor -I- I.D.I -I- ZL 1Prs /Pip -I -I L /Elem 1Ch -I- Slope I -I- I -I- I -I- -I- I -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I 10008.670 I 1411.530 I 5.527 I 1417.057 7.00 I 2.23 I .08 1417.13 .00 - I - .94 - I - .00 - I - 2.000 - I - .000 - I - .00 1 .0 - I - 24.188 - I - .1468 - I - - I - - i - - I - - I - .0009 - I - .02 5.53 .00 .38 .013 I I .00 I .00 1- PIPE I I 10032.860 I 1415.080 I 2.000 I 1417.080 7.00 I 2.23 I .08 I 1417.16 .00 -I- I .94 -I- I .00 -I- 2.000 -I- .000 -I- .00 1 .0 -I .412 -I- .1468 -I- -I- -i- -I- -I- .0009 -I- .00 2.00 .00 .38 .013 I .00 I .00 1- PIPE I • I 10033.270 I 1415.141 I 1.939 I 1417.079 7.00 I 2.25 I Q8 I 1417.16 .00 I .94 I .69 I 2.000 .000 .00 1 .0 HYDRAULIC JUMP I 10033.270 I 1415.141 I .403 I 1415.544 7.00 I 15.48 I 3.72 I 1419.27 .00 I .94 I 1.60 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - 1- 5.526 - I - .1468 - I - - I - - I - - I - - I - .1179 - I - .65 - I - .40 - I - 5.14 .38 .013 .00 .00 1- PIPE I 10038.800 I 1415.952 I .408 I 1416.360 7.00 I 15.19 - I - I 3.58 - I - I 1419.94 - I - .00 - I - I .94 - I - I 1.61 - I - I I 2.000 - I - I .000 - I - .00 I 1 1- .0 - I - 7.942 - I - .1468 - I - - I - - I - .1075 .85 .41 5.01 .38 .013 .00 .00 PIPE I I 10046.740 I 1417.118 I .422 I 1417.540 7.00 I 14.48 I 3.26 I 1420.80 .00 I .94 - I - I 1.63 - I - I I 2.000 - I - I .000 - I - .00 1 .0 - I - 5.342 - I - .1468 - I - - I - - I - - I - - I - .0939 - I - .50 - I - .42 4.69 .38 .013 .00 I .00 1- PIPE I I 1tr052.080 I 1417.902 I .436 I 1418.338 7.00 - I - I 13.81 - I - I 2.96 - I - I 1421.30 - I - .00 - I - I .94 - I - I 1.65 - I - I I 2.000 - I - .000 - I - .00 1 1- .0 - I - 3.932 - I - .1468 - I - - I - .0821 .32 .44 4.39 .38 .013 I .00 I .00 PIPE I I 10056.010 I 1418.479 I .451 I 1418.930 - I - 7.00 - I - I 13.17 - I - I 2.69 - I - I 1421.62 - I - .00 - I - I .94 - I - I 1.67 - I - I 2.000 - I - .000 - I - .00 1 1- .0 - I - 3.063 - I - .1468 - I - .0718 .22 .45 4.12 .38 .013 .00 .00 PIPE I 10059.080 I 1418.928 I .466 I 1419.394 7.00 I 12.56 - I - I 2.45 - I - I 1421.84 - I - .00 - I - I .94 - I - I 1.69 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - 2.457 - I - .1468 - I - - I - - I - .0627 .15 .47 3.85 .38 .013 .00 .00 1- PIPE YAF60 \400 \Calcs \Hydraul idaterals \MainLateral\latera19.doc e o FILE: lateral9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:54:46 Citrus Avenue Widening Project 100 YR Main Line Lateral 9 - Q =7 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.) Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I ICh Slope I - I - -I- I I -I- I -I- - I- SF Avel - I- -I- HF ISE DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X -Fall) ZR - I IType Ch I I I I I I 10061.530 - I - 1419.289 - I - .482 - I - 1419.771 - I - 7.00 - I - 11.97 2.23 I 1422.00 .00 I .94 I 1.71 I I 2.000 I .000 .00 I 1 .0 2.016 .1468 - I - - I - .0549 - I - .11 - I - .48 - I - 3.61 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10063.550 - I - I I 1419.585 .499 - I - I I 1420.084 - I - I 7.00 - I - 11.41 I 2.02 I 1422.11 .00 I .94 I 1.73 I I 2.000 I .000 .00 I 1 .0 1.689 • - I - .1468 - I - - I - .0480 - I - .08 - I - .50 - I - 3.38 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10065.240 I I 1419.833 .516 I I 1420.349 I 7.00 10.88 I 1.84 I 1422.19 .00 I I .94 1.75 I I 2.000 I .000 .00 I 1 .0 1.424 .1468 .0420 .06 .52 3.16 .38 .013 .00 .00 PIPE 10066.660 - I - I I 1420.042 - I - I .534 - I - I 1420.576 - I - I 7.00 - I - 10.38 - I - I 1.67 - I - I 1422.25 - I - .00 I I .94 1.77 I I 2.000 I .000 .00 I 1 .0 1.209 .1468 .0367 .04 - I - .53 - I - 2.96 - I - .38 - I - .013 - I - .00 .00 1 PIPE 10067.870 I I 1420.219 -I I .553 -I I 1420.772 -I- I 7.00 -I- 9.89 -I- I 1.52 - I- I 1422.29 .00 I I .94 1.79 I I 2.000 I .000 .00 I 1 .0 -I 1.040 .1468 .0322 - I - .03 -I- .55 -I 2.77 -I- .38 -I- .013 -I- .00 .00 1- PIPE 10068.910 - I - I I 1420.372 - I - I .572 - I - I 1420.944 - I - I 7.00 -I 9.43 - I - I 1.38 - I - I 1422.33 - I - .00 I I .94 1.81 I I 2.000 I .000 .00 I 1 .0 .891 .1468 .0281 .03 - I- .57 - I - 2.59 - I - .38 - I - .013 - I - .00 .00 1 PIPE 10069.800 - I - I I 1420.502 - I - I .592 - I - I 1421.094 - I - I 7.00 - I - 8.99 - I - I 1.26 - I - I 1422.35 - I - .00 I I .94 1.83 I I 2.000 I .000 .00 I 1 .0 .771 .1468 .0246 .02 - I - .59 - I - 2.43 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10070.570 - I - I I 1420.615 - I - I .612 - I - I 1421.228 - I - I 7.00 - I - 8.58 - I - I 1.14 - I - I 1422.37 - I - .00 - I - I I .94 1.84 I I 2.000 I .000 .00 I 1 .0 .653 .1468 .0216 .01 .61 - I - 2.27 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10071.230 I I 1420.711 I .634 I 1421.346 I 7.00 8.18 I 1.04 I 1422.38 .00 I I .94 1.86 I I 2.000 I .000 .00 I 1 .0 .565 .1468 .0189 .01 .63 2.12 .38 .013 .00 .00 PIPE Y: \F60 \400 \Calcs \HydrauI idateralAMainLateral \latera19.doc e o FILE: lateral9.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:54:46 Citrus Avenue Widening Project 100 YR Main Line Lateral 9 - Q =7 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt) INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor - I - I.D.1 -I- ZL 1Prs /Pip - I - I - L /Elem - I - ICh Slope I - I - I - I - I -I- - I - - I - SF Avel -I- HF ISE -I DpthlFroude - I - N1Norm -I- Dp I "N" I X -Fal1I ZR IType Ch I I I I I I I I I I I 10071.790 I I 1420.794 .656 1421.451 7.00 7.80 .94 1422.39 - I - .00 - I - .94 - I - 1.88 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .482 - I - .1468 - I - - I - - I - - I - - I - .0165 .01 .66 1.99 .38" .013 I .00 .00 1 PIPE I 10072.270 I I 1420.865 I .679 1421.544 I I 7.00 7.43 I .86 - I - I 1422.40 - I - .00 - I - I .94 - I - I 1.89 - I - I 2.000 - I - I .000 - I - .00 1 .0 1 - I - .400 - I - .1468 - I - - I - - I - - I - .0145 .01 .68 1.86 .38 .013 I .00 I .00 PIPE I • 10072.670 I I 1420.924 I .704 1421.628 I I 7.00 7.09 I .78 I 1422.41 .00 I .94 - I - I 1.91 - I - I 2.000 - I - .000 - I - .00 1 .0 - I - .343 - I - .1468 - I - - I - - I - - I - - I - .0127 - I - .00 - I - .70 1.74 .38 .013 I .00 I .00 1- PIPE I 10073.020 I I 1420.974 I .729 1421.703 I I 7.00 6.76 I .71 I 1422.41 .00 - I - I .94 - I - I 1.93 - I - I 2.000 - I - .000 - I - .00 1 .0 - I - .283 - I - .1468 - I - - I - - I - - I - - I - .0111 - I - .00 .73 1.62 .38 .013 .00 .00 1- PIPE I 10073.300 I I 1421.016 I .755 1421.771 I I 7.00 - I - 6.44 - I - I .64 - I - I 1422.42 - I - .00 - I - I .94 - I - I 1.94 - I - I I 2.000 - I - I .000 - I - .00 1 .0 1 - I - .230 - I - .1468 - I - - I - .0098 .00 .76 1.52 .38 .013 .00 I .00 PIPE I 10073.530 I I 1421.050 I .782 1421.832 I I 7.00 6.14 I .59 I 1422.42 - I - .00 - I - I .94 - I - I 1.95 - I - I I 2.000 - I - .000 - I - .00 1 .0 1 - I - .176 t - I - .1468 - I - - I - - I - - I - - I - .0086 .00 .78 1.42 .38 .013 .00 1 .00 PIPE 1 10073.710 I I 1421.076 I .811 1421.887 I I 7.00 5.86 I .53 I 1422.42 .00 I .94 I I 1.96 I I 2.000 .000 .00 1 .0 1- .140 .1468 .0075 .00 .81 1.32 .38 I .013 I .00 I .00 PIPE I 10073.850 I I 1421.096 I .840 1421.936 I I 7.00 - I - 5.58 - I - I .48 - I - I 1422.42 - I - .00 - I - I .94 - I - 1.97 - I - I 2.000 - I - .000 - I - .00 1 .0 1- - I - .093 - I - .1468 - I - - I - .0066 .00 .84 1.24 .38 .013 I I .00 .00 PIPE I 10073.940 I I 1421.110 I .871 1421.981 I I 7.00 5.32 - I - I .44 - I - I 1422.42 - I - .00 - I - I .94 - I - I 1.98 - I - 2.000 - I - I .000 - I - .00 1 .0 1- - I - .057 - I - .1468 - I - - I - - I - .0058 .00 .87 1.15 .38 .013 .00 .00 PIPE lil Y:\F60 \400 \Calcs \Hydraul id aterals \MainLateral\lateral9.doc E Y:\F60\400\Calcs\Hydrauliciaterals\MainLateral\LateraI I O.doc FILE: LaterallO.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:59:49 Citrus Avenue Widening Project 100 YR Main Line Lateral 10 - Q =35 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 - I - ZL IPrs /Pip - I -I- L /Elem - I- ICh Slope I - I - -I- I -I- I - I- I -I SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp - I - - I - I "N" I X -Fall) ZR IType Ch 10007.110 I I 1411.530 .789 I 1412.319 I 35.00 I 30.40 I 14.35 I 1426.67 .00 I I 1.92 1.95 I 2.000 I I .000 .00 I 1 .0 - I - .118 - I - 8.4861 - I - - I - - I - - I - - I - .2113 - I - .02 - I - .79 - I - 6.98 .31 - I - - I - .013 - I - .00 .00 1- PIPE 10007.230 I I 1412.535 .810 I 1413.345 I 35.00 I 29.30 I 13.,33 I 1426.67 .00 I I 1.92 1.96 I 2.000 I I .000 .00 I 1 .0 - I - .143 - I - 8.4861 - 1- - I - - I - - I - - I - .1884 - I - .03 - I - .81 - I - 6.62 - I - .31 - I - .013 - I - .00 .00 1- PIPE 10007.370 I I 1413.744 .840 I 1414.584 I 35.00 I 27.93 I 12.12 I 1426.70 .00 I I 1.92 1.97 I 2.000 I I .000 .00 I 1 .0 - I - .129 - I - 8.4861 - I - - I - - I - - I - - I - .1654 - I - .02 - I - .84 - I - 6.18 - I - .31 - I - .013 - I - .00 .00 1- PIPE 10007.500 I I 1414.835 .871 I 1415.706 I 35.00 I 26.63 I 11,.01 I 1426.72 .00 I I 1.92 1.98 I 2.000 I I .000 GO I 1 .0 - I - .116 - I - 8.4861 - I - - I - - I - - I - - I - .1454 - I - .02 - I - .87 - I - 5.77 - I - .31 - I - .013 - I - .00 .00 1 PIPE 10007.620 I I 1415.821 I .903 I 1416.724 35.00 I 25.39 I 10.01 I 1426.74 .00 I I 1.92 1.99 I 2.000 I I .000 .00 I 1 .0 - I - .104 - I - 8.4861 - I - - I - - I - - I - - I - .1278 - I - .01 - I - .90 - I - 5.38 - I - .31 - I - .013 - I - .00 .00 1- PIPE 10007.720 I I 1416.711 I .937 I 1417.648 35.00 I 24.21 I 9.10 I 1426.75 .00 I I 1.92 2.00 I 2.000 I I .000 .00 I 1 .0 .095 8.4861 .1124 .01 .94 5.01 .31 .013 .00 .00 PIPE 10007.810 I I 1417.514 I .972 I 1418.486 35.00 I 23.08 I 8.28 I 1426.76 .00 I I 1.92 2.00 I 2.000 I I .000 .00 I 1 .0 .085 8.4861 .0989 .01 .97 4.67 .31 .013 .00 .00 PIPE 10007.900 I I 1418.238 I 1.009 I 1419,247 35.00 I 22.01 I 7.52 I 1426.77 .00 I I 1.92 2.00 I 2.000 I I .000 .00 I 1 .0 - I - .077 - I - 8.4861 - I - - I - - I - - I - - I - .0871 - I - .01 - I - 1.01 - I - 4.35 - I - .31 - I - .013 - I - .00 .00 1 PIPE 10007.980 I I 1418.890 I 1.048 I 1419.938 35.00 -I- I 20.99 -I- I 6.84 I 1426.78 .00 I I 1.92 2.00 I 2.000 I I .000 .00 I 1 .0 - I - .069 -I- 8.4861 -I- -I- -I- .0768 -I- .01 -I- 1.05 -I- 4.05 -I- .31 - I- .013 -I- .00 .00 1- PIPE E Y:\F60\400\Calcs\Hydrauliciaterals\MainLateral\LateraI I O.doc L01 Y:\F60\400\Calcs\Hydrauliciaterals\MainLateral\LateraI I O.doc FILE: LaterallO.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:59:49 Citrus Avenue Widening Project 100 YR Main Line Lateral 10 - Q =35 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip - I - L /Elem - I - ICh Slope I - I - - I - I I - I - - I - I - I - SF Ave1 - I - HF ISE - I - DpthlFroude - I - NINorm Dp - I - - I - I "N" - I - I X -Fa111 - I ZR ]Type Ch I I 10008.050 I I 1419.476 1.089 I 1420.565 35.00 20.01 I 6.22 I 1426.78 .00 I 1.92 I 1.99 I 2.000 I I .000 .00 I 1 .0 - I - .063 - I - 8.4861 - I - - I - - I - - I - - I - .0678 - I - .00 - I - 1.09 - I - 3.76 .31 - I - - I - .013 - I - .00 .00 1 PIPE 10008.110 I I 1420.002 1.132 - I - I I 1421.134 - I - 35.00 - I - I 19.08 - I - I 5.65 I 1426.79 .00 I 1.92 I 1.98 I 2.000 I I .000 .00 I 1 .0 - I - .056 - I - 8.4861 - I - .0599 - I - .00 - I - 1.13 - I - 3.50 - I - .31 - I - .013 - I - .00 .00 I- PIPE 10008.160 1420.474 1.177 1421.651 35.00 18.19 5.14 1426.79 .00 1.92 1.97 2.000 .000 .00 1 .0 -I .050 - I - 8.4861 - I - - I - - I - - I - - I - .0530 - I - .00 - I - 1.18 - I - 3.24 - I - .31 - I - .013 - I - .00 .00 1- PIPE 10008.210 I I 1420.896 1.225 I I 1422.121 35.00 I 17.34 I 4.67 I 1426.79 .00 I I 1.92 1.95 I I 2.000 I .000 .00 I 1 .0 - I - .044 - I - 8.4861 - I - - I - - I - - I - - I - .0469 - I - .00 - I - 1.23 - I - 3.00 - I - .31 - I - .013 - I - .00 .00 1- PIPE 10008.260 I I 1421.272 1.276 I I 1422.548 35.00 I 16.54 I 4.25 I 1426.79 .00 I I 1.92 1.92 I I 2.000 I .000 .00 I 1 .0 - I - .039 - I - 8.4861 - I - - I - - I - - I - - i - .0416 - I - .00 - I - 1.28 - I - 2.78 - I - .31 - I - .013 - I - .00 .00 1- PIPE 10008.300 I I 1421.605 I 1.330 I 1422.935 35.00 I 15.77 I 3.86 I 1426.80 .00 I I 1.92 1.89 I I 2.000 I .000 .00 I 1 .0 .035 8.4861 .0370 .00 1.33 2.56 .31 .013 .00 .00 PIPE 10008.330 I I 1421.899 i 1.388 I 1423.287 - I - 35.00 - I - I 15.03 I 3.51 I 1426.80 .00 I I 1.92 1.84 I I 2.000 I .000 .00 I 1 .0 - I - .030 - I - 8.4861 - I - - I - - I - .0330 - I - .00 - I - 1.39 - I - 2.36 - I - .31 - I - .013 - I - .00 .00 1- PIPE 10008.360 - I - I I 1422.156 I 1.451 I 1423.608 -I- 35.00 -I- I 14.33 -I- I 3.19 - I- I 1426.80 .00 I I 1.92 1.78 I I 2.000 I .000 .00 I 1 .0 .026 -I- 8.4861 -I- .0295 -I- .00 -I- 1.45 -I- 2.16 -I- .31 -I- .013 -I- .00 .00 1- PIPE 10008.390 I I 1422.379 I 1.519 I 1423.898 35.00 I 13.67 I 2.90 I 1426.80 .00 I I 1.92 1.71 I I 2.000 I .000 .00 I 1 .0 .022 8.4861 .0266 .00 1.52 1.97 .31 .013 .00 .00 PIPE L01 Y:\F60\400\Calcs\Hydrauliciaterals\MainLateral\LateraI I O.doc FILE: LaterallO.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 8:59:49 Citrus Avenue Widening Project 100 YR Main Line Lateral 10 - Q =35 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /(Base Wti INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I - I - - I - - I- -I - I - -I- - I - - I - - I - - I - -I- - I - - I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I + I I I I I I I I I I I I 10008.410 1422.568 1.594 1424.163 35.00 13.03 2.64 1426.80 .00 1.92 1.61 2.000 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- .019 8.4861 .0241 .00 1.59 1.78 .31 .013 .00 .00 PIPE I I I I I I I I I I I I I 10008.430 1422.724 1.679 1424.403 35.00 12.42 2.40 1426.80 .00 1.92 1.47 2.000 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- .014 8_.4861 0, .00 1.68 1.58 .31 .013 .00 .00 PIPE I I I I I I I I I I I I I 10008.440 1422.841 1.780 1424.621 35.00 11.85 2.18 1426.80 Y:\F60\400\Caics\Hydrauliciaterals\MainLateral\LateraI I O.doc e 1 o FILE: latera111.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:58: 8 Citrus Avenue Widening Project 100 YR Main Line Lateral 11 - Q =7 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /lBase Wt1 INo Wth Station - I- I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.] Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem -I- ICh Slope I - I - I - I - -I- I I - I - -I- SF Avel -I- HF ISE -I DpthlFroude - I - - I - N]Norm Dp -I- I "N" -I- I X -Fall] ZR -I IType Ch I I I I I 10008.670 1423.490 5.226 1428.716 7.00 2.23 I .08 I 1428.79 .00 I .94 I .00 I 2.000 I I .000 .00 I 1 .0 19.627 .1651 .0010 .02 5.23 .00 .37 .013 .00 .00 PIPE 10028.300 I I 1426.731 I 2.000 I 1428.731 I 7.00 2.23 I .08 I 1428.81 .00 I .94 I .00 I 2.000 I I .000 .00 I 1 .0 HYDRAULIC JUMP 10028.300 - I- 1426.731 .386 - I - 1427.117 - I - 7.00 - I - 16.46 4.21 1431.32 .00 .94 1.58 2.000 .000 .00 1 .0 9.885 - I - .1651 - I - - I - .1377 - I - 1.36 - I - .39 5.59 - I - - I - .37 - I - .013 - I - .00 .00 1- PIPE 10038.180 - I - I I 1428.364 - I - I .395 - I - I 1428.759 - I - I 7.00 - I - 15.93 - I - I 3.94 I 1432.70 .00 I .94 I 1.59 I 2.000 I I .000 .00 I 1 .0 8.209 .1651 - I - .1231 - I - 1.01 - I - .40 5.35 - I - - I - .37 - I - .013 - I - .00 .00 1 PIPE 10046.390 - I - I I 1429.719 - I - I .408 - I - I 1430.127 - I - I 7.00 - I - 15.19 - I - I 3.58 - I - I 1433.71 - I - .00 - I - I .94 I 1.61 I 2.000 I I .000 .00 I 1 .0 5.41 .1651_, .1075 .58 .41 5.01 - I - - I - .37 - I - .013 - I - .00 .00 1- PIPE 10051.800 - I - I I 1430.613 - I - I .422 - I - I 1431.035 - I - I 7.00 - I - 14.48 - I - I 3.26 I 1434.29 .00 I .94 I 1.63 I I 2.000 I .000 .00 I 1 .0 3.964 .1651 - I - .0939 - I - .37 - I - .42 4.69 - I - - I - .37 - I - .013 - I - .00 .00 1- PIPE 10055.770 I I 1431.267 I .436 I 1431.703 I 7.00 13.81 I 2.96 I 1434.67 .00 I .94 I 1.65 I I 2.000 I .000 .00 I 1 .0 3.062 .1651 I .0821 .25 .44 4.39 .37 .013 .00 .00 1- PIPE 10058.830 - I - I I 1431.773 - I - .451- - I - I 1432.224 - I - I 7.00 - I - 13.17 - I - I 2.69 - I - I 1434.92 .00 I .94 I 1.67 I I 2.000 I .000 .00 I 1 .0 2.461 .1651 .0718 - I - .18 - I - .45 4.12 - I - - I - .37 - I - .013 - I - .00 .00 I- PIPE 10061.290 - I - I I 1432.179 -I- I . -466 -I- I 1432.645 -I- I 7.00 -I- 12.56 -I- I 2.45 -I- I 1435.09 .00 I .94 I 1.69 I I 2.000 I .000 .00 I 1 .0 2.017 .1651 .0627 -I- .13 -I- .47 3.85 - I - - I - .37 -I- .013 - I - .00 .00 1- PIPE C7 Y: \F60 \400 \Cal cs \Hydraul iclaterals \MainLateral \lateral l l .doc 0 0 FILE: latera111.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:58: 8 .Citrus Avenue Widening Project 100 YR Main Line Lateral 11 - Q =7 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia.-FTIor I.D.1 ZL IPrs /Pip - I - L /Elem - I - ICh Slope I - I - - I - I I - I - I - I - - I - SF AveI - I - - I - HF ISE DpthlFroude - I - NINorm - I - Dp - I - - I - I "N" I X -Fall) ZR - I IType Ch I I I I I I I 10063.300 1432.512 .482 I 1432.994 7.00 11.97 2.23 1435.22 .00 I .94 1.71 I I 2.000 I .000 .00 I 1 .0 1.681 .1651 .0549 .09 .48 3.61 .37 .013 .00 .00 PIPE 10064.990 I I 1432.790 .499 I I 1433.289 I 7.00 11.41 I 2.02 I 1435.31 .00 I I .94 1.73 I I 2.000 I .000 .00 I 1 .0 - I - 1.425 - I - .1651 - I - - I - - I - - I - - I - .0480 - I - .07 - I - .50 - I - 3.38 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10066.410 1433.025 .516 1433.541 - I - 7.00 - I - 10.88 1.84 1435.38 .00 .94 1.75 2.000 .000 .00 1 .0 - I - 1.211 - I - .1651 - I - - I - - I - .0420 - I - .05 - I - .52 - I - 3.16 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10067.620 I I 1433.225 I .534 I 1433.759 I 7.00 10.38 I 1.67 I 1435.43 .00 I I .94 1.77 I I 2.000 I .000 .00 I 1 .0 - I - 1.036 - I - .1651 - I - - I - - I - - I - - I - .0367 - I - .04 - I - .53 - I - 2.96 - I - .37 - I - .013 - I - .00 .00 1 PIPE 10068.660 I I 1433.396 I .553 I 1433.949 I 7.00 -I- 9.89 I 1.52 I 1435.47 .00 I I .94 1.79 I I 2.000 I .000 .00 I 1 .0 -I- .896 -1 .1651 - I - -I- -I- -I- .0322 -I- .03 - I - .55 -I- 2.77 -I- .37 -I- .013 -I- .00 .00 1- PIPE 10069.550 - I - I I 1433.544 - I - I .572 - I - I 1434.116 - I - I 7.00 - I - 9.43 - I - I 1.38 - I - I 1435.50 .00 - I - I I .94 1.81 I I 2.000 I .000 .00 I 1 .0 .771 .1651 .0281 - I - .02 .57 - I - 2.59 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10070.320 I I 1433.671 - I - I .592 - I - I 1434.263 I 7.00 - I - 8.99 I 1.26 I 1435.52 .00 I I .94 1.83 I I 2.000 I .000 .00 I 1 .0 - I - .670 .1651 - I - - I - - I - .0246 - I - .02 - I - .59 - I - 2.43 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10070.990 I I 1433.782 - I - I .612 - I - I 1434.394 - I - I 7.00 - I - 8.58 - I - I 1.14 I 1435.54 .00 - I - I I .94 1.84 I I 2.000 I .000 .00 I 1 .0 - I - .569 .1651 - I - .0216 - I - .01 .61 - I - 2.27 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10071.560 I I 1433.876 - I - I .634 - I - I 1434.510 - I - I 7.00 - I - 8.18 - I - I 1.04 - I - I 1435.55 .00 - I - I I .94 1.86 I I 2.000 I .000 .00 I 1 .0 - I - .495 .1651 .0189 - I - .01 .63 - I - 2.12 - I - .37 - I - .013 - I - .00 .00 1 PIPE Y460\400\Cal cs\Hyd raul id aterals \Main Lateral \lateral 1 l .doc e o V1 FILE: latera111.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 3:58: 8 Citrus Avenue Widening Project 100 YR Main Line Lateral 11 - Q =7 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I -I- I I -I- -I- SF Avel -I- -I- HF ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X -Fa111 ZR -I IType Ch I I I I I 10072.060 - I - 1433.958 - I - .656 - I - 1434.614 - I - 7.00 - I - 7.80 - I - I .94 I 1435.56 .00 I .94 I 1.88 I 2.000 I I .000 .00 I 1 .0 .423 .1651 - I - .0165 - I - .01 - I - .66 - I - 1.99 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10072.480 - I - I I 1434.028 - I - I .679 - I - 1434.707 - I - I I 7.00 - I - 7.43 - I - I .86 - I - I 1435.56 - I - .00 I .94 I 1.89 I 2.000 I I .000 .00 I 1 .0 .352 .1651 .0145 .01 - I - .68 - I - 1.86 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10072.830 - I - 1434.086 - I - .704 1434.790 7.00 7.09 .78 1435.57 .00 .94 1.91 2.000 .000 .00 1 .0 .301 .1651 - I - - I - - I - - I - - I - .0127 - I - .00 - I - .70 - I - 1.74 - I - .37 - I - .013 - I - .00 .00 1 PIPE 10073.130 - I - I I 1434.135 - I - I .729 - I - I 1434.865 - I - I 7.00 - I - 6.76 - I - I .71 I 1435.57 .00 I I .94 1.93 I 2.000 I I .000 .00 I 1 .0 .250 .1651 - I - .0111 - I - .00 - I - .73 - I - 1.62 - I - .37 - I - .013 - I - .00 .00 1 PIPE 10073.380 - I - I I 1434.177 - I - I .755 -I I 1434.932 - I - I 7.00 - I- 6.44 - I - I .64 - I - I 1435.58 .00 I I .94 1.94 I 2.000 I I .000 .00 I 1 .0 .203 .1651 .0098 - I - .00 - I - .76 - I - 1.52 - I - .37 - I - .013 - I - .00 .00 1 PIPE 10073.590 - I - I I 1434.210 - I - I .782 - I - I 1434.992 - I - I 7.00 - I - 6.14 - I - I .59 - I - I 1435.58 .00 I I .94 1.95 I 2.000 I I .000 .00 I 1 .0 .155 .1651 .0086 - I - .00 - I - .78 - I - 1.42 - I - .37 - I - .013 - I - .00 .00 1- PIPE 10073.740 I I 1434.236 I .811 I 1435.047 I 7.00 5.86 I .53 I 1435.58 .00 I I .94 1.96 I i 2.000 I .000 .00 I 1 .0 .123 .1651 .0075 .00 .81 1.32 .37 .013 .00 .00 PIPE 10073.870 - I - I I 1434.256 -I- I .840 -I I 1435.096 - I - I 7.00 -I- 5.58 -I- I .48 -I- I 1435.58 -I- I .00 - I - I .94 1.97 I I 2.000 I .000 .00 I 1 .0 .082 .1651 0066 .00 .84 -I- 1.24 - I- .37 -I- .013 -I- .00 .00 1- PIPE 10073.950 - I - I I 1434.270 - I - I .871 -I- I 1435.141 I 7.00 -I- 5.32 -I- I .44 -I- I 1435.58 I .00 I .94 1.98 I I 2.000 I .000 .00 I 1 .0 .051 .1651 -I- .0058 -I- .00 -I- .87 -I- 1.15 -I- .37 - I- .013 - I- .00 .00 1- PIPE Y:\F60\400\Caics\Hydrauliciaterals\MainLateral\lateraI 1 l .doc Y:\F60\400\Caics\Hydrauliclaterals\MainLateral\LateraI 12.doc FILE: Laterall2.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9: 8: 1 Citrus Avenue Widening Project 100 YR Main Line Lateral 12 - Q =32 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station -I- I Elev -I- I (FT) -I- I Elev I -I- (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTior I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I -I- -I- I -I- SF Avel -I- HF - I - ISE DpthlFroude -I- NINorm Dp -I- -I- I "N" -I- I X -Falll -i ZR IType Ch I I I I I 10007.110 - I - 1423.490 - I - .751 - I - 1424.241 - I - 32.00 - I - 29.69 - I - I 13.69 1437.93 I .00 I 1.89 I 1.94 I 2.000 I I .000 .00 I 1 .0 .148 8.2777 I - I - .2090 - I - .03 - I - .75 - I - 7.01 - I - .30 - I - .013 - I - .00 .00 1- PIPE 10007.260 - I - 1424,715 - I - I .777 - I - I I 1425.492 - I - 32.00 - I - I 28.33 - I - I 12.46 - I - 1437.95 I .00 I I 1.89 1.95 I 2.000 I I .000 .00 I 1 .0 .137 8.2777 .1835 - I - .03 - I - .78 - I - 6.56 - I - .30 - I - .013 - I - .00 .00 1 PIPE 10007.390 -I- I I 1425.845 - I- I .805 -I- I 1426.650 - I - 32.00 - I - I 27.01 - I - I 11.33 1437.98 I .00 I I 1.89 1.96 I 2.000 I I .000 .00 I 1 .0 .123 8.2777 - I - .1611 - I - .02 - I - .81 -I- 6.13 - I - .30 - I - .013 - I - .00 .00 1 PIPE 10007.520 - I - I I 1426.865 - I - I .835 - I - I 1427.700 - I - 32.00 - I - I 25.75 - I - I 10.30 - I - 1438.00 I .00 I I 1.89 1.97 I 2.000 I I .000 .00 I 1 .0 .111 8.2777 .1415 - I - .02 - I - .84 - I - 5.72 - I - .30 - I - .013 - I - .00 .00 1- PIPE 10007.630 - I - I 1 1427.787 - I - I .865 - I - I 1428.652 - I - 32.00 - I - I 24.56 - I - I 9.36 1438.01 I .00 I I 1.89 1.98 I 2.000 I I .000 .00 I 1 .0 .101 8.2777 - I - .1243 - I - .01 - I - .87 - I - 5.34 - I - .30 - I - .013 - I - .00 .00 1- PIPE 10007.730 - I - I I 1428.618 - I - I .897 - I - I 1429.516 - I - 32,00 - I - I 23.41 I 8.51 1438.03 I .00 I I 1.89 1.99 I 2.000 I I .000 .00 I 1 .0 .091 8.2777 - I - - I - .1092 - I - .01 - I - .90 - I - 4.98 - I - .30 - I - .013 - I - .00 .00 1 PIPE 10007.820 - I - I I 1429.368 - I - I .931 - I - I 1430.299 - I - 32.00 - I - I 22.32 - I - I 7.74 - I - 1438.04 I .00 I I 1.89 2.00 I 2.000 I I .000 .00 I 1 .0 .082 8.2777 I I I .0961 - I - .01 - I - .93 - I - 4.64 - I - .30 - I - .013 - I - .00 .00 1 PIPE 10007.900 - I - 1430.044, - I - .966 - I - I 1431.010 - I - 32.00 - I - I 21.28 - I - I 7.03 - I - 1438.04 I .00 I I 1.89 2.00 I 2.000 I I .000 .00 I 1 .0 .073 8.2777 .0846 - I - .01 - I - .97 - I - 4.32 - I - .30 - I - .013 - I - .00 .00 1- PIPE I 10007.970 - I - I 1430.653 -I- I 1.003 - I- I 1431.656 -I- 32.00 - I - I 20.29 -I- I 6.39 1438.05 I .00 I I 1.89 2.00 I 2.000 I I .000 .00 I 1 .0 .066 8.2777 -I- .0745 - I - .00 -I- 1.00 -I- 4.03 - I- .30 -I- .013 -I- .00 .00 1- PIPE Y:\F60\400\Caics\Hydrauliclaterals\MainLateral\LateraI 12.doc � o � FILE: Laterall2.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number:.1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9: 8: 1 Citrus Avenue Widening Project 100 YR Main Line Lateral 12 - Q =32 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width 1Dia. -FTIor I.D.1 ZL IPrs /Pip -I - I - L /Elem ICh -I- Slope I -I- -I- I I -I- -I- I -I- SF Ave] -I- HF ISE -I- Dpth]Froude -I- N]Norm -I- Dp -I I "N" I -I- X -Fall) ZR IType Ch 10008.040 1431.201 1,041 1432.242 32.00 19.35 5.81 1438.06 .00 1.89 2.00 2.000 .000 .00 1 .0 - I - .060 -I- 8.2777 -I- - I- -I- - I - - I - .0656 - I - .00 - I - 1.04 -I 3.75 - I- .30 - I - .013 -I- .00 .00 1- PIPE I 10008.100 I 1431.694 1.081 I I 1432.775 32.00 I 18.45 I 5.28 I 1438.06 .00 I I 1.89 1.99 I I 2.000 I .000 .00 I 1 .0 - I - .053 - I - 8.2777 - I - - I - - I - - I - - I - .0579 - I - .00 - I - 1.08 - I - 3.49 - I - .30 - I - .013 - I - .00 .00 1- PIPE I 10008.150 I 1432.134 1.124 I I 1433.258 32.00 - I - i 17.59 I 4..80 I 1438.06 - I - .00 I I 1.89 1.98 - I - I I 2.000 I .000 .00 I 1 .0 - I - .048 - I - 8.2777 - I - - I - - I - - I - .0512 .00 - I - 1.12 - I - 3.24 .30 - I - .013 - I - .00 .00 1 PIPE I 10008.200 I 1432.528 1.169 I I 1433.697 32.00 I 16.77 I 4.37 I 1438.07 - I- .00 I I 1.89 1.97 I I 2.000 I .000 .00 I 1 .0 - I - .043 - I - 8.2777 -I -I- -I- - I - - I - .0452 .00 -i- 1.17 -I 3.00 -I- .30 - I - .013 -I .00 .00 1 PIPE I 10008.240 I 1432.880 1.216 I I 1434.096 32,00 I 15.99 I 3.97 I 1438.07 .00 - I - I I 1.89 1.95 I I 2.000 I .000 .00 I 1 .0 - I - .038 - I - 8.2777 - I - - i - - I - - I - - I - .0401 - I - .00 1.22 - I - 2.78 - I - .30 - I - .013 - I - .00 .00 1 PIPE I 10008.280 I 1433.192 1.267 I I 1434.459 32.00 I 15.25 - I - I 3.61 - I - I 1438.07 - I - .00 - I - I I 1.89 1.93 - I - I I 2.000 I .000 .00 I 1 .0 - I - .033 - I - 8.2777 - I - - I - - I - .0355 .00 1.27 - I - 2.57 .30 - I - .013 - I - .00 .00 1 PIPE I 10008.320 I 1433.468 1.320 I I 1434.788 32.00 I 14.54 - I - I 3.28 I 1438.07 - I - .00 I I 1.89 1.89 - I - I I 2.000 - I - I .000 .00 I 1 .0 - I - .029 - I - 8.2777 - I - - I - - I - - I - .0316 .00 - I - 1.32 - I - 2.38 .30 .013 - I - .00 .00 I- PIPE I 10008.340 I 1433.709 1.378 - I - I I 1435.087 - I - 32.00 - I - I 13.86 - I - I 2.98 - I - I 1438.07 - I - .00 - I - I I 1.89 1.85 - I - I I 2.000 - I - I .000 .00 I 1 .0 - I - .025 - I - 8.2777 .0281 .00 1.38 - I - 2.19 .30 .013 - I - .00 .00 1- PIPE I 10008.370 I 1433.920 1.439 I I 1435.359 32.00 I 13.22 - I - I 2.71 I 1438.07 .00 I I 1.89 1.80 I I 2.000 I .000 .00 I 1 .0 - I - .021 - I - 8.2777 - I - - I - -I - I - .0252 - I - .00 - I - 1.44 - I - 2.01 - I - .30 - I - .013 - I - .00 .00 1 PIPE Y:\F60\400\Calcs\HydraLiliclaterals\MainLateral\LateraI 12.doc Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 12. doc FILE: Laterall2.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9: 8: 1 Citrus Avenue Widening Project 100 YR Main Line Lateral 12 - Q =32 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTior - I - I.D.I -I ZL - I IPrs /Pip - I - L /Elem ICh - I - Slope I - I - I -I- I -I - I - I -I SF Avel - I - HF ISE - I- DpthlFroude -I NINorm -I- Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I I 10008.390 I 1434.099 1.507 I I 1435.606 32.00 I 12.60 ' 2.47 1438.07 .00 - I - 1.89 - I - 1.72 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .019 - I - 8.2777 - I - - I - - I - - I - - I - .0226 - I - .00 1.51 1.83 .30 .013 .00 I I .00 1 PIPE I I 10008.410 I 1434.251 1.580 I I 1435.831 32.00 I 12.01 - I - I 2.24 - I - I 1438.07 - I - I .00 - I - I 1.89 - I - 1.63 - I - I 2.000 - I - .000 - I - .00 1 .0 1- - I - .015 - I - 8.2777 - I - - I - - I - .0205 .00 1.58 1.66 .30 .013 .00 .00 PIPE • I 10008.420 I 1434.371 1.664 I I 1436.035 32.00 I 11.46 I 2.04 I 1438.07 - I - I .00 - I - I 1.89 - I - 1.50 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 1- - I - .011 - I - 8.2777 - I - - I - - I - - I - - I - .0187 .00 1.66 1.48 .30 .013 .00 I .00 PIPE I I 10008.440 I 1434.459 1.761 I I 1436.220 32.00 I 10.92 I 1.85 I 1438.07 I .00 I 1.89 - I - 1.30 - I - I 2.000 - I - I .000 - I - .00 1 .0 1 - I - .005 - I - 8.2777 - I - - I - - I - - I - I - I - .0176 I - I - .00 I - I - 1.76 I 1.28 I .30 .013 I .00 I I .00 PIPE I I 10008.440 I 1434.500 1.890 I I Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 12. doc e o e FILE: Laterall3.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER'SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:11:13 Citrus Avenue Widening Project 100 YR Main Line Lateral 13 - Q =25 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope -I- I -I- I I - I- - I - I - I - SF Avel -I- HF ISE - I - DpthlFroude - I - NINorm -I Dp - I - - I - I "N" I X -Fall) - I ZR IType Ch I 10009.730 I 1436.370 I .656 I 1437.026 25.00 I 27.86 I 12.05 I 1449.08 .00 I 1.76 I 1.88 I I 2.000 I .000 .00 I 1 .0 - I - 1.163 - I - .9696 - I - - I - - I - - I - - I - .2138 - I - .25 - I - .66 - I - 7.10 - I - .45 - I - .013 - I - .00 .00 1 PIPE 10010.890 I 1437.497 I .675 I I 1438.172 25.00 I 26.79 I 11.15 I 1449.32 .00 I I 1.76 1.89 I I 2.000 I .000 .00 I 1 .0 - I - 1.269 - I - .9696 - I - - I - - I - - I - - I - .1897 - I - .24 - I - .68 - I - 6.72 - I - .45 - I - .013 - I - .00 .00 1- PIPE 10012.160 I 1438.727 I I .699 I 1439.426 25.00 I 25.54 I 10.13 I 1449.56 .00 I I 1.76 1.91 I I 2.000 I .000 .00 I 1 .0 - I - 1.115 - I - .9696 - I - - I - - I - - I - - I - .1663 - I - .19 - I - .70 - I - 6.28 - I - .45 - I - .013 - I - .00 .00 1- PIPE 10013.280 I 1439.809 I I .724 I 1440.533 25.00 I 24.36 I 9.21 I 1449.74 .00 I I 1.76 1.92 I I 2.000 I .000 .00 I 1 .0 - I - .985 - I - .9696 - I - - I - - I - - I - - I - 1458 - I - .14 - I - .72 - I - 5.87 - I - .45 - I - .013 - I - .00 .00 1- PIPE 10014.260 I 1440.764 I I .750 I 1441.514 -I- 25.00 - I- I 23.22 - I - I 6.37 I 1449.89 .00 I I 1.76 1.94 I I 2.000 I .000 .00 I 1 .0 - I - .872 -I- .9696 -I- -I- .1279 - I - .11 - I - .75 -I- 5.49 -I- .45 -I- .013 - I- .00 .00 1- PIPE 10015.130 I 1441.610 I I .777 I 1442.387 25.00 I 22.14 I 7.61 I 1450.00 .00 I I 1.76 1.95 I I 2.000 I .000 .00 I 1 .0 - I - .774 - I - .9696 - I - - I - - I - - I - - I - .1122 - I - .09 - I - .78 - I - 5.13 - I - .45 - I - .013 - I - .00 .00 1- PIPE 10015.910 I 1442.361 I I .805 I 1443.166 25.00 I 21.11 I 6.92 I 1450.09 .00 I I 1.76 1.96 I I 2.000 I .000 .00 I 1 .0 - I - .688 - I - .9696 - I - - I - - I - - I - - I - .0984 - I - .07 - I - .81 - I - 4.79 - I - .45 - I - .013 - I - .00 .00 1 PIPE 10016.600 - I - I 1443.029 - I - I I .834 - I - I 1443.863 - I - 25.00 - I - I 20.13 - I - I 6.29 I 1450.15 - I - .00 I I 1.76 1.97 I I 2.000 I .000 .00 I 1 .0 .612 .9696 - I - .0864 .05 - I - .83 - I - 4.47 - I - .45 - I - .013 - I - .00 .00 1- PIPE 10017.210 - I - 1443.623 .865 - I - 1444.488 - I - 25.00 - I - 19.19 - I - 5.72 1450.21 .00 1.76 1.98 2.000 .000 .00 1 .0 .546 - I - .9696 - I - .0.760 - I - .04 - I - .87 - I - 4.17 - I - .45 - I - .013 - I - .00 .00 1- PIPE Y: \F60\ 400 \Calcs \Hydraul ici aterals \MainLateral \Lateral 13.doc e o e FILE: Laterall3.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:11:13 Citrus Avenue Widening Project 100 YR Main Line Lateral 13 - Q =25 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station - I - I Elev I - I - (FT) I - I - Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I - I - I - I - - I - I - I - SF Ave] - I - HF ISE - I - DpthlFroude - I - NINorm Dp - I - - I - - I - I "N" I X -Fall) - I ZR IType Ch I I I 10017.760 - I - I 1444.152 .897 - I - 1445.049 - I - 25.00 - I - I 18.30 - I - I 5.20 I 1450.25 .00 I 1.76 I 1.99 I I 2.000 I .000 .00 I 1 .0 .487 - I - .9696 - I - .0667 - I - .03 - I - .90 - I - 3.89 .45 - I - - I - .013 - I - .00 .00 1- PIPE 10018.240 -I- I I 1444.624 - I - I .930 - I - I 1445.554 -I- 25.00 -I- I 17.45 -I- I 4.73 -I- I 1450.28 - I - .00 - I- I 1.76 I 2.00 I I 2.000 I .000 .00 I 1 .0 .433 .9696 .0587 .03 .93 - I - 3.63 .45 - I - -I- .013 -I- .00 .00 I- PIPE 10018.680 - I - 1445.043 - I - .966 - I - 1446.009 - I - 25.00 - I - 16.64 - I - 4.30 1450.31 .00 1.76 2.00 2.000 .000 .00 1 .0 .387 .9696 - I - .0517 - I - .02 - I - .97 -I- 3.38 .45 - I - - I- .013 - I - .00 .00 1 PIPE 10019.060 - I - I I 1445.418 - I - I 1.002 - I - I 1446.420 - I - 25.00 - I - I 15.86 I 3.91 I 1450.33 .00 I 1.76 I 2.00 I I 2.000 I .000 .00 I 1 .0 .342 .9696 - I - - I - .0455 - I - .02 - I - 1.00 - I - 3.15 - I - .45 - I - .013 - I - .00 .00 1 PIPE 10019.400 - I - I I 1445.750 - I - I 1.041 - I - I 1446.791 - I - 25.00 - I - I 15.12 - I - I 3.55 i 1450.34 .00 I 1.76 I 2.00 I I 2.000 I .000 .00 I 1 .0 .305 .9696 - I - .0401 - I - .01 - I - 1.04 - I - 2.93 - I - .45 - I - .013 - I - .00 .00 1- PIPE 10019.710 -I I I 1446.045 - I - I 1.081 -I- I 1447.126 25.00 -I- I 14.42 -I- I 3.23 I 1450.35 .00 I I 1.76 1.99 I I 2.000 I .000 .00 I 1 .0 .269 .9696 -I- -I- .0354 -I- .01 -I- 1.08 -I- 2.72 -I- .45 - I- .013 -I- .00 .00 1- PIPE 10019.980 - I - I I 1446.305 - I - I 1.124 - I - I 1447.429 - I - 25.00 - I - I 13.75 I 2.93 I 1450.36 .00 I I 1.76 1.98 I I 2.000 I .000 .00 I 1 .0 .237 .9696 - I - - I - .0313 - I - .01 - I - 1.12 - I - 2.53 - I - .45 - I - .013 - I - .00 .00 1 PIPE 10020.210 - I - I I 1446.535 - I - I 1.168 - I - I 1447.703 - I - 25.00 - I - I 13.11 - I - I 2.67 I 1450.37 .00 I I 1.76 1.97 I I 2.000 I .000 .00 I 1 .0 .207 .9696 - I - .0276 - I - .01 - I - 1.17 - I - 2.35 - I - .45 - I - .013 - I - .00 .00 1- PIPE 10020.420 - I - I I 1446.735 - I - I 1.216 - I - I 1447.951 - I - 25.00 - I - I 12.50 - I - I 2.43 - I - I 1450.38 .00 I I 1.76 1.95 I I 2.000 I .000 .00 I 1 .0 .181 .9696 .0245 - I - .00 - I - 1.22 - I - 2.18 - I - .45 - I - .013 - I - .00 .00 1 PIPE Y:\F60\400\Caics\Hydrauliciaterals\MainLateral\LateraI 13.doc Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 13.doc FILE: Laterall3.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:11:13 Citrus Avenue Widening Project 100 YR Main Line Lateral 13 - Q =25 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 -I- ZL I'Prs /Pip - I - I - L /Elem ICh -I- Slope I - I - I -I- I -I- - I - I - I - SF Avel -I- HF 'ISE - I - DpthlFroude - I - NINorm -I- Dp - I - I "N" I X -Fall) ZR IType Ch I I I I I I I I I I I 10020.600 I 1446.910 I 1.266 1446.176 25.00 11.92 2.21 1450.38 .00 1.76 1.93 2.000 .000 .00 1 .0 - I - .154 - I - .9696 - I - - I - - I - - I - - I - .0217 - I - .00 - I - 1.27 - I - 2.01 - I - .45 - I - .013 - I - .00 .00 1- PIPE I 10020.760 I 1447.060 1.320 I I 1448.380 25.00 I 11.36 - I - I 2.00 - I - I 1450.38 - I - .00 - I - I 1.76 I 1.89 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .132 - I - .9696 - I - - I - - I - .0193 .00 1.32 - I - 1.86 .45 .013 .00 .00 1- PIPE I 10020.890 I 1447.188 1.377 I I 1448.565 - I - 25.00 - I - I 10.83 - I - I 1.82 - I - I 1450.39 - I - .00 - I - I 1.76 - I - I 1.85 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .108 - I - .9696 - I - .0172 .00 1.38 1.71 .45 .013 .00 .00 1- PIPE I 10021.000 I 1447.293 1.439 I i 1448.732 25.00 I 10.33 I 1.66 I 1450.39 -I- .00 -I- I 1.76 -I- I 1.80 -I- I I 2.000 -I- I .000 -I- .00 I 1 .0 -I- .088 - I - .9696 -I -I- -I- -I- -I- .0154 .00 1.44 1.57 .45 .013 .00 .00 1- PIPE I 10021.080 I 1447.378 1.506 I I 1448.884 - I - 25.00 - I - I 9.85 - I - I 1.51 - I - I 1450.39 - I - .00 - I - I 1.76 - I - I 1.72 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .065 - I - .9696 - I - .0138 .00 1.51 1.43 .45 .013 .00 .00 1 PIPE I 10021.150 I 1447.442 1.580 I I 1449.022 25.00 I 9.39 I 1.37 I 1450.39 .00 I 1.76 I 1.63 I I 2.000 - I- I .000 -I- .00 I 1 .0 - I - .043 I - I - .9696 I -I- -I- I I -I- -I- I -I- .0125 I -I- .00 I -I- 1.58 -I- 1.29 I -I- .45 I .013 I I .00 .00 1- PIPE Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 13.doc Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 14.doc FILE: Laterall4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:33:17 Citrus Avenue Widening Project 100 YR Main Line Lateral 14 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /]Base Wt1 INo Wth Station - I - I Elev I -I- (FT) I -I Elev I -I- (CFS) I - I - (FPS) - I - Head I -I- Grd.E1.1 -I- Elev -I- I Depth I -I- Width - I - IDia. -FTIor - I - I.D.1 -I ZL -I IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fa111 ZR [Type Ch I I 10008.430 I I 1436.370 I 5.799 1 1442.169 2.00 .64 .01 I 1442.18 .00 I I .49 .00 I I 2.000 I .000 .00 I 1 .0 - I - 11.879 - I - .3199 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 5.80 - I - .00 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10020.310 I I 1440.170 I 2.000 I 1442.170 I 2.00 .64 I .01 I 1442.18 .00 I I .49 .00 I I 2.000 I .000 .00 I 1 .0 - I - .576 - I - .3199 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 2.00 - I - .00 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10020.880 I I 1440.354 I 1.814 I 1442.168 I 2.00 .67 I .01 I 1442.18 .00 I I .49 1.16 I I 2.000 I .000 .00 I 1 .0 - I - .336 - I - .3199 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.81 - I - .07 - I - .17 - I - .013 - I - .00 .00 1- PIPE 10021.220 I I 1440.462 I 1.706 I 1442.168 I 2.00 .70 I .01 I 1442.18 .00 I I .49 1.42 I I 2.000 I .000 .00 I 1 .0 - I - .272 - I - .3199 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.71 - I - .09 - I - .17 - I - .013 - I - .00 .00 1- PIPE 10021.490 I I 1440.549 I 1.618 I 1442.167 I 2.00 .73 I .01 I 1442.18 .00 I I .49 1.57 I I 2.000 I .000 .00 I 1 .0 - I - .241 - I - .3199 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.62 - I - .10 - I - .17 - I - .013 - I - .00 .00 1- PIPE 10021.730 t I 1440.626 I 1.540 I 1442.166 I 2.00 .77 I .01 I 1442.18 .00 I I .49 1.68 I I 2.000 I .000 .00 I 1 .0 - I - .216 - I - .3199 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.54 - I - .11 - I - .17 - I - .013 - I - .00 .00 1- PIPE 10021.950 I I 1440.695 I 1.470 I 1442.165 I 2.00 .81 I .01 I 1442.18 .00 I I .49 1.77 I I 2.000 I .000 .00 I 1 .0 - I - .197 - I - .3199 - I - - i - - I - - I - - I - .0001 - I - .00 - I - 1.47 - I - .12 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10022.150 I I 1440.758 I 1.406 I 1442.164 I 2.00 - I - .85 I .01 I 1442.18 .00 I I .49 1.83 I I 2.000 I .000 .00 I 1 .0 - I - .185 - I - .3199 - I - - I - - I - - I - .0001 - I - .00 - I - 1.41 - I - .13 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10022.330 I I 1440.817 I 1.346 I 1442.163 I 2.00 .89 I .01 I 1442.18 .00 I I .49 1.88 I I 2.000 I .000 .00 I 1 .0 -I- .168 -I- .3199 - I - -I- -I- -I- - I - .0001 -I- .00 -I- 1.35 -I- .14 -I .17 - I- .013 -I- .00 .00 1- PIPE Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 14.doc Y: \F60 \400 \Cal cs \Hydraul icl aterals \Main Lateral \Lateral 14.doc FILE: Laterall4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:33:17 Citrus Avenue Widening Project 100 YR Main Line Lateral 14 - Q =2 cfs 1 Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 -I- ZL IPrs /Pip -I - I - L /Elem ICh -I- Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" I X -Fall) ZR IType Ch I 10022.500 I 1440.871 1.291 I I 1442.162 I 2.00 .93 I .01 I 1442.18 .00 I I .49 1.91 I I 2.000 I .000 .00 I 1 .0 - I - .158 - I - .3199 - I - - I - - I - - I - - I - .0001 - I - .00 - I - 1.29 - I - .16 - I - .17 - I - .013 - I - .00 .00 1- PIPE I 10022.660 I 1440.922 _ 1.239 I I 1442.161 I 2.00 .98 I .01 I 1442.18 .00 I I .49 1.94 I I 2.000 I .000 .00 I 1 .0 - I - .146 - I - .3199 - I - - I - - I - - I - - I - .0002 - I - .00 - I - 1.24 - I - .17 - I - .17 - I - .013 - I - .00 .00 1- PIPE I 10022.800 I 1440.968 1.191 I I 1442.159 I 2.00 1.03 i .02 I 1442.18 .00 I I .49 1.96 I I 2.000 I .000 .00 I 1 .0 -I .139 - I - .3199 -I- -I- -I- -I- - I - .0002 -I- .00 - I - 1.19 - I - .18 - I - .17 - I - .013 - I- .00 .00 1- PIPE I 10022.940 I 1441.012 1.145 I I 1442.158 I 2.00 1.08 I .02 I 1442.18 .00 I I .49 1.98 I I 2.000 I .000 .00 I 1 .0 - I - .132 - I - .3199 - I - - I - -I- -I - I - .0002 - I - .00 - I - 1.15 - I - .20 - I - .17 - I - .013 - I - .00 .00 1 PIPE I 10023.070 I 1441.055 1.101 I I 1442.156 - I - I 2.00 - I - 1.13 - I - I .02 - I - I 1442.18 .00 I I .49 1.99 I I 2.000 I .000 - I - .00 I 1 .0 - I - .029 - I - .3199 - I - .0002 - I - .00 - I - 1.10 - I - .21 - I - .17 - I - .013 .00 .00 1 PIPE I 10023.100 I 1441.064 1.101 I I 1442.165 I 2.00 1.13 I .02 I 1442.18 .00 I I .49 1.99 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP I 10023.100 I 1441.064 .176 I I 1441.240 I 2.00 14.75 I 3.38 I 1444.62 .00 I I .49 1.13 I I 2.000 I .000 .00 I 1 .0 - I - 1.378 - I - .3199 - I - - I - - I - - I - - I - .2854 - I - .39 - I - .18 - I - 7.51 - I - .17 - I - .013 - I - .00 .00 1 PIPE I 10024.480 I 1441.505 .182 I I 1441.687 I 2.00 14.01 I 3.05 I 1444.73 .00 I I .49 1.15 I I 2.000 I .000 .00 I 1 .0 - I - 3.742 - I - .3199 - I - - I - - I - - I - - I - .2474 - I - .93 - I - .18 - I - 7.01 - I - .17 - I - .013 - I - .00 .00 1- PIPE I 10028.220 I 1442.702 .188 I I 1442.890 I 2.00 13.36 I 2.77 I 1445.66 .00 I I .49 1.17 I I 2.000 I .000 .00 I 1 .0 - I - 2.362 - I - .3199 - I - - I - - I - - I - - I - .2158 - I - .51 - I - .19 - I - 6.57 - I - .17 - I - .013 - I - .00 .00 1- PIPE Y: \F60 \400 \Cal cs \Hydraul icl aterals \Main Lateral \Lateral 14.doc 0 0 FILE: Laterall4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:33:17 Citrus Avenue Widening Project 100 YR Main Line Lateral 14 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base Wtl INo Wth Station I Elev I (FT) I Elev I -I- (CFS) I -I- (FPS) -I- Head I -I- Grd.E1.1 - I- Elev I Depth I Width IDia. -FTlor I.D.1 -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope -I I I I I SF Ave] HF 1SE -I- DpthiFroude -I- -I- NINorm Dp -I- I "N" I X -Fa111 ZR IType Ch 10030.590 1443.457 .194 1443.651 2.00 12.74 2.52 1446.17 .00 .49 1.18 2.000 .000 .00 1 .0 1.692 .3199 .1881 .32 .19 6.16 .17 .013 .00 .00 PIPE 10032.280 I 1443.999 I I .200 I 1444.199 I 2.00 12.14 I 2.29 I 1446.49 .00 I .49 i 1.20 I 2.000 I I .000 .00 I 1 .0 - I - 1.291 - I - .3199 - I - - I - - I - - I - - I - .1641 - I - .21 - I - .20 5.78 - I - - I - .17 - I - .013 - I - .00 .00 1- PIPE • 10033.570 I 1444.412 I I .207 I 1444.619 I 2.00 11.58 I 2.08 I 1446.70 .00 I .49 I 1.22 I 2.000 I I .000 .00 I 1 .0 - I - 1.032 - I - .3199 - I - - I - - I - - I - - I - .1433 - I - .15 - I - .21 5.42 - I - - I - .17 - I - .013 - I - .00 .00 1 PIPE 10034.600 1 1444.742 I I .214 I 1444.956 I 2.00 11.04 I 1.89 I 1446.85 .00 I .49 I 1.24 I I 2.000 I .000 .00 I 1 .0 - I - 848 - I - .3199 - I - - I - - I - - I - - I - .1250 - I - .11 - I - .21 5.08 - I - - I - .17 - I - .013 - I - .00 .00 I- PIPE 10035.450 I 1445.013 I I .221 I 1445.234 I 2.00 10.53 I 1.72 I 1446.95 .00 I .49 I 1.25 I I 2.000 I .000 .00 I 1 .0 - I - .709 - I - .3199 - I - - I - - I - - I - - I - .1090 - I - .08 - I - .22 4.77 - I - - I - .17 - I - .013 - I - .00 .00 1- PIPE 10036.160 I 1445.240 I I .228 I 1445.468 I 2.00 10.04 I 1.56 I 1447.03 .00 I .49 I 1.27 I I 2.000 I .000 .00 I 1 .0 - I - .5 - I - .3199 - I - - I - - I - - I - - I - .0952 - I - .06 - I - .23 4.47 - I - - I - .17 - I - .013 - I - .00 .00 1 PIPE 10036.760 1445.431 .236 1445.667 2.00 9.57 1.42 1447.09 .00 .49 1.29 2.000 .000 .00 1 .0 .513 .3199 .0831 .04 .24 4.19 .17 .013 .00 .00 PIPE 10037.270 I 1445.594 I I .244 I 1445.839 I 2.00 - I - 9.12 - I - I 1.29 - I - I 1447.13 - I - .00 - I - I .49 I 1.31 I I 2.000 I .000 .00 I 1 .0 - I - .442 - I - .3199 - I - - I - .0726 .03 .24 3.93 - I - - I - .17 - I - .013 - I - .00 .00 1- PIPE 10037.710 I 1445.736 I I .252 I 1445.988 I 2.00 8.70 I 1.18 I 1447.16 .00 I .49 I 1.33 I I 2.000 I .000 .00 I 1 .0 - I - .385 - I - .3199 - I - - I - - I - - I - - I - .0633 - I - .02 - I - .25 3.68 - I - - I - .17 - I - .013 - I - .00 .00 1 PIPE Lio� Y:\F60\400\Caics\Hydraul iciaterals\MainLateral\LateraI 14.doc Y:\F60\400\Calcs\HydraLiliclaterals\MainLateral\LateraI 14.doc FILE: Laterall4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:33:17 Citrus Avenue Widening Project 100 YR Main Line Lateral 14 - Q =2 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor - I - I.D.I - I - ZL - I IPrs /Pip - I - L /Elem - I - ICh Slope I - I - I - I - I - I - I - I - - I - SF Avel - I - HF - I - ISE DpthlFroude - I - NINorm - I - Dp I "N" I X -Fall) ZR IType Ch ~ I I I I I I I 10038.100 I 1445.859 I .260 I 1446.119 I 2.00 - I - 8.30 - I - I 1.07 - I - 1447.19 - I - .00 - I - I .49 - I - 1.35 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .333 - I - .3199 - I - - I - .0552 .02 .26 3.45 .17 .013 .00 .00 1 PIPE 10038.430 I I 1445.966 I .269 I 1446.235 I 2.00 7.91 I .97 1447.21 I .00 I .49 I 1.36 I I 2.000 I .000 .00 I 1 .0 - I - .292 - I - .3199 - I - -I- -I- - I - - I - .0482 - I - .01 - I - .27 -I- 3.24 - I - .17 - I - .013 -I .00 .00 1 PIPE 10038.720 I I 1446.059 I .278 I 1446.337 I 2.00 - I - 7.54 - I - I .88 - I - 1447.22 - I - I .00 - I - I I .49 - I - 1.38 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .257 - I - .3199 - I - - I - .0421 .01 .28 3.04 .17 .013 .00 .00 1- PIPE 10038.980 I I 1446.141 I .287 I 1446.428 I 2.00 7.19 I .80 1447.23 I .00 I .49 I 1.40 I 2.000 - I - I I .000 .00 I 1 .0 - I - .223 -I- .3199 -I- -I- -I- -I- -I- .0 ?68 - I - .01 - I - .29 - I - 2.85 - I - .17 .013 - I - .00 .00 1 PIPE 10039.200 I I 1446.212 I .297 I 1446.510 I 2.00 6.86 I .73 1447.24 I .00 I .49 I 1.42 I 2.000 I I .000 .00 I 1 .0 .195 .3199 .0321 .01 .30 2.67 .17 .013 .00 .00 PIPE 10039.400 I I 1446.275 I .307 I 1446.582 I 2.00 - I - 6.54 - I - I .66 - I - 1447.25 - I - I .00 - I - I I .49 1.44 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .173 - I - .3199 - I - - I - .0280 .00 .31 - I - 2.50 .17 .013 .00 .00 1- PIPE 10039.570 I I 1446.330 I .317 I 1446.647 - I- I 2.00 6.23 -I- I .60 - I - 1447.25 -I- I .00 -I- I I .49 -I- 1.46 -I- I I 2.000 -I- I .000 -I- .00 I 1 .0 - I - .148 - I- .3199 -I- -I- .0245 .00 .32 2.34 .17 .013 .00 .00 I PIPE 10039.720 I I 1446.378 I .328 I 1446.706 I 2.00 5.94 I .55 1447.25 I .00 I I .49 1.48 I I 2.000 I .000 .00 I 1 .0 .130 .3199 .0214 .00 .33 2.20 .17 .013 .00 .00 PIPE 10039.850 I I 1446.419 I .339 I 1446.758 I 2.00 5.67 I .51D 1447.26 I .00 I I .49 1.50 I I 2.000 I .000 .00 I 1 .0 .114 .3199 .0187 .00 .34 2.06 .17 .013 .00 .00 1- PIPE Y:\F60\400\Calcs\HydraLiliclaterals\MainLateral\LateraI 14.doc Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 14. doc FILE: Laterall4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 5 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:33:17 Citrus Avenue Widening Project 100 YR Main Line Lateral 14 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallF1ow ToplHeight /1Base Wt1 INo Wth Station - I - I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FT1or I.D.1 ZL IPrs /Pip L /Elem -I- ICh Slope -I- I - I - I I -I- I -I -I- SF Avel -I- HF ISE - I - DpthlFroude - I - NINorm -I- Dp - I - I "N" - I - I X -Fall) ZR - I IType Ch 10039.960 1446.456 .350 1446.806 2.00 5.40 .45 1447.26 .00 .49 1.52 2.000 .000 .00 1 .0 .096 .3199 I I I .0163 .00 .35 1.93 .17 .013 .00 .00 PIPE 10040.060 - I - 1446.487 - I - .362 - I - I 1446.849 - I - I 2.00 - I - 5.15 - I - I .41 - I - I 1447.26 .00 I .49 I 1.54 I 2.000 I I .000 .00 I 1 .0 .083 .3199 I .0142 - I - .00 - I - .36 - I - 1.81 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10040.140 -I- I 1446.513 - I- .374 -I- I I 1446.887 - I - I 2.00 -I- 4.91 - I - I .37 I 1447.26 .00 I .49 I 1.56 I I 2.000 I .000 .00 I 1 .0 068 .3199 I I I - I - .0124 - I - .00 - I- .37 - I - 1.69 - I - .17 - I - .013 - I - .00 .00 I PIPE 10040.210 - I - 1446.535- - I - .387 - I - I 1446.922 - I - I 2.00 4.68 I .34 I 1447.26 .00 I .49 I 1.58 I I 2.000 I .000 .00 I 1 .0 .058 .3199 I I I - I - - I - - I - .0109 - I - .00 - f - .39 - I - 1.59 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10040.270 - I - 1446.554 - I - .400 - I - I 1446.954 - I - I 2.00 - I - 4.46 - I - I .31 I 1447.26 .00 I I .49 1.60 I I 2.000 I .000 .00 I 1 .0 .046 .3199 I - I - .0095 - I - .00 - I - .40 - I - 1.49 - I - .17 - I - .013 - I - .00 .00 I- PIPE 10040.310 -I- I 1446.568 -I- .414 - I - I I 1446.982 - I - I 2.00 - I - 4.26 - I - I .28 I 1447.26 .00 I I .49 1.62 I I 2.000 I .000 .00 I 1 .0 .037 .3199 I - I - .0083 - I - .00 - I - .41 - I - 1.39 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10040.350 I 1446.580 .428 I I 1447.008 I 2.00 4.06 I .26 I 1447.26 I .00 I .49 1.64 I I 2.000 I .000 .00 I 1 .0 .029 .3199 I I .0073 .00 .43 1.31 .17 .013 .00 .00 PIPE 10040.380 - I - I 1446.589 - I - .442 - I - I 1447.032 - I - I 2.00 - I - 3.87 - I - I .23 - I - I 1447.26 I .00 I .49 1.66 I I 2.000 I .000 .00 I 1 .0 .020 .3199 I I I I .0063 - I - .00 - I - .44 - I - 1.22 - I - .17 - I - .013 - I - .00 .00 1 PIPE 10040.400 - I - 1446.596 - I - .457 - I - 1447.053 - I - I 2.00 - I - 3.69 - I - I .21 - I - I 1447.26 I .00 I .49 1.68 I I 2.000 I .000 .00 I 1 .0 .010 .3199 .0055 - I - .00 - I - .46 - I - 1.14 - I - .17 - I - .013 - I - .00 .00 1- PIPE Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 14. doc s o 0 FILE: Laterall4.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 6 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:33:17 Citrus Avenue Widening Project 100 YR Main Line Lateral 14 - Q =2 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- - I - - I- - I - - I- -I -I- - I - - I - - I- -I- -I- - I - -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude N1Norm Dp I "N" I X -Fall) ZR IType Ch I # I I I I I I I I I I I I 10040.410 1446.599 .473 1447.072 2.00 3.52 .19 1447.26 .00 .49 1.70 2.000 .000 .00 1 .0 - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - 1- .003 .3199 .0048 .00 .47 1.07 .17 .013 .00 .00 PIPE I I I I I I I I I I I 1 1 10040.410 1446.600 .491 1447.091 2.00 3.34 .17 1447.26 .00 .49 1.72 2.000 .000 .00 1 .0 Y: \F60\ 400 \Calcs \Hydraul icl aterals \Main Lateral \Latera114.doc e o FILE: Laterall5.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:36:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 15 - Q =17 cfs Invert I Depth I Water 1, Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip - I - L /Elem ICh -I- Slope I - I - - I - I -I I I -I- - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm -I- Dp -I- I "N" - I - I X -Fa111 ZR - I IType Ch # I I I 10009.630 1436.840 5.699 I 1442.539 I I 17.00 - I - 5.41 I .45 I 1442.99 .00 I 1.49 I .00 I I 2.000 - I - .000 .00 I 1 .0 - I - 1.727 - I - .8676 - I - - I - - I - - I - .0056 - I - .01 - I - 5.70 - I - .00 - I - .38 .013 - I - .00 .00 1- PIPE I 10011.360 I 1438.338 4.209 I 1442.547 I I 17.00 5.41 I .45 I 1443.00 .00 I 1.49 I .00 I I 2.000 I .000 .00 I 1 .0 HYDRAULIC JUMP 10011.360 1438.338 .549 1438.887 17.00 24.27 9.15 1448.04 .00 1.49 1.79 2.000 .000 .00 1 .0 - I - .796 - I - .8676 - I - - I - - I - - I - - I - .1987 - I - .16 - I - .55 - I - 6.83 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10012.150 1439.031 .562 1439.594 17.00 23.46 8.55 1448.14 .00 1.49 1.80 2.000 .000 .00 1 .0 - I - 1.097 - I - .8676 - I - - I - - I - - I - - I - .1775 - I - .19 - I - .56 - I - 6.51 - I - .38 - I - .013 - I - .00 .00 1- PIPE I 10013.250 I 1439.983 .582 I 1440.565 I I 17.00 22.37 I 7.77 I 1448.34 .00 I 1.49 I 1.82 I I 2.000 I .000 .00 I 1 .0 - I - .964 - I - .8676 - I - - I - - I - - I - - I - .1553 - I - .15 - I - .58 - I - 6.10 - I - .38 - I - .013 - I - .00 .00 1- PIPE I 10014.210 I 1440.819 .602 I 1441.421 I I 17.00 21.33 I 7.06 I 1448.49 .00 I 1.49 I 1.83 I I 2.000 I .000 .00 I 1 .0 .850 .8676 .1360 .12 .60 5.70 .38 .013 .00 .00 PIPE 10015.060 1441.556 .623 1442.179 17.00 20.34 6.42 1448.60 .00 1.49 1.85 2.000 .000 .00 1 .0 - I - .751 - I - .8676 - I - - I - - I - - I - - I - .1191 - I - .09 - I - .62 - I - 5.34 - I - .38 - I - .013 - I - .00 .00 1- PIPE I 10015.810 I 1442.207 .645 - I - I 1442.852 I I 17.00 -I- 19.39 - I - I 5.84 I 1448.69 .00 I 1.49 I 1.87 - I - I I 2.000 I .000 .00 I 1 .0 -I- .665 - I - .8676 -I- -I- .1043 - I - .07 -I- .65 -I- 4.99 .38 - I - .013 - I - .00 .00 1 PIPE I 10016.480 I 1442.784 .668 I 1443.453 I I 17.00 18.49 I 5.31 I 1448.76 .00 I I 1.49 1.89 I I 2.000 I .000 .00 I 1 .0 - I - .592 - I - .8676 - I - - I - - I - - I - - I - .0914 - I - .05 - I - .67 - I - 4.67 - I - .38 - I - .013 - I - .00 .00 1- PIPE L01 Y:\F60\400\Caics\Hydrauliciaterals\MainLateral\LateraI l 5•.doc a 0 0 FILE: Laterall5.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:36:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 15 - Q =17 cfs I Invert I Depth I Water I Q Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor - I - I.D.1 - I - ZL - I IPrs /Pip - I - L /Elem - I - 1Ch Slope I - I - - I - I I - I - - I - I - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm - I - Dp I "N" I X -Fall) ZR [Type Ch 10017.070 1443.298 .691 1443.989 17.00 17.63 4.83 1448.81 .00 1.49 - I - 1.90 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .525 - I - .8676 - I - - I - - I - - I - - I - .0801 - I - .04 - I - .69 4.36 .38 .013 .00 .00 1 PIPE I 10017.600 I I 1443.754 .716 I I 1444,470 17.00 I 16.81 I 4.39 I 1448.86 - I - .00 - I - I 1.49 - I - I 1.92 - I - I 2.000 - I - I I .000 - I - .00 1 I- .0 - I - .468 - I - .8676 - I - - I - - I - - I - - I - .0702 .03 .72 4.08 .38 .013 .00 .00 PIPE • 10018.060 I I 1444.159 _ 742 I I 1444.901 17.00 I 16.03 I 3.99 I 1448.89 .00 - I - I 1.49 - I - I 1.93 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .418 - I - .8676 - I - - I - - i - - I - - I - .0616 - I - .03 .74 3.81 .38 .013 .00 .00 1 PIPE 10018.480 I 1444.522 I .768 I I 1445.290 17,00 I 15.28 I 3.63 I 1448.92 .00 I 1.49 - I - I 1.95 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .371 - I - .8676 - I - - I - - I - - I - - I - .0540 - I - .02 - I - .77 3.56 .38 .013 .00 .00 1- PIPE 10018.850 I 1444.843 I .796 I I 1445.640 17.00 I 14.57 I 3.30 I 1448.94 .00 I 1.49 I 1.96 I 2.000 I I .000 .00 I 1 .0 .330 .8676 .0474 .02 .80 3.33 .38 .013 .00 .00 PIPE I 10019.180 I 1445.130 I .825 I I 1445.955 17,00 I 13.89 I 3.00 I 1448.95 - I - .00 - I - I 1.49 - I - I 1.97 - I - I 2.000 - I - I I .000 - I - .00 1 1- .0 - I - .294 - I - .8676 - I - - I - - I - - I - - I - .0416 .01 .83 3.11 .38 .013 .00 .00 PIPE 10019.480 I ,1445.384 I .855 I I 1446.239 17.00 I 13.24 I 2,.72 I 1448.96 .00 I 1.49 I 1.98 - I - I 2.000 - I - I I .000 - I - .00 I 1 1- .0 - I - .260 - I - .8676 - I - - I - - I - - I - - I - .0365 - I - .01 - I - .86 - I - 2.90 .38 .013 .00 .00 PIPE 10019.740 I 1445.609 I .887 I I 1446.496 17.00 I 12.63 I 2.48 I 1448.97 .00 - I - I 1.49 - I - I 1.99 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 -I- .229 - I - .8676 - I - - I - - I - - I - - I - .0321 - I - .01 .89 2.70 .38 .013 .00 .00 1- PIPE 10019.970 I 1445.809 I .920 I I 1446.729 17.00 - I - I 12.04 - I - I 2.25 I 1448.98 .00 I 1.49 I 1.99 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .203 - I - .8676 - I - - I - - I - .0282 - I - .01 - I - .92 - I - 2.52 .38 .013 .00 .00 1 PIPE Y:\F60\400\Caics\HydraLiliciaterals\MainLateral\LateraI 15.doc a 1 0 0 FILE: Laterall5.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:36:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 15 - Q =17 cfs I Invert I Depth I Water Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station - I - I Elev I - I - (FT) - I - I Elev I - I - (CFS) I - I - (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip L /Elem ICh Slope I I I I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm Dp - I - - I - - I - I "N" I X -Fall) - I ZR IType Ch I I I I I 10020.170 - I - 1445.985 - I - .954 - I - 1446.939 - I - 17.00 - I - 11.48 I 2.05 I 1448.99 .00 I 1.49 I 2.00 I I 2.000 I .000 .00 I 1 .0 .177 .8676 - I - - I - .0249 - I - .00 - I - .95 - I - 2.35 .38 - I - - I - .013 - I - .00 .00 1 PIPE 10020.350 - I - I I 1446.139 - I - .991 - I - I I 1447.130 - I - I 17.00 - I - 10.95 - I - I 1.86 I 1448.99 .00 I 1.49 I 2.00 I I 2.000 I .000 .00 I 1 .0 .155 .8676 - I - .0219 - I - .00 - I - .99 - I - 2.19 .38 - I - - I - .013 - I - .00 .00 1- PIPE • 10020.500 - I - I I 1446.273 - I - 1.029 - I - I I 1447.302 - I - I 17.00 - I - 10.44 - I - I 1'.69 I 1448.99 .00 I 1.49 I 2.00 I I 2.000 I .000 .00 I 1 .0 .136 .8676 - I - .0193 - I - .00 - I - 1.03 - I - 2.04 .38 - I - - I - 013 - I - .00 .00 1 PIPE 10020.640 - I - I I 1446.391 - I - 1.068 - I - I I 1447.459 - I - I 17.00 - I - 9.95 I 1.54 I 1449.00 .00 I 1.49 I 2.00 I I 2.000 I .000 .00 I 1 .0 .115 .8676 - I - - I - .0170 - I - .00 - I - 1.07 - I - 1.90 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10020.750 - I - I I 1446.490 - I - 1.110 - I - I I 1447.600 - I - I 17.00 - I - 9.49 - I - I 1.40 I 1449.00 .00 I 1.49 I 1.99 I I 2.000 I .000 .00 I 1 .0 .098 .8676 - I - .0150 - I - .00 - I - 1.11 - I - 1.76 - I - .38 - I - .013 - I - .00 .00 I- PIPE 10020.850 - I - I I 1446:575 - I - 1.154 - I - I I 1447.729 - I - I 17.00 - I - 9.05 I 1.27 I 1449.00 .00 I I 1.49 1.98 I I 2.000 I .000 .00 I 1 .0 .080 .8676 - I - - I - .0133 - I - .00 - I - 1.15 - I - 1.63 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10020.930 - I - I I 1446.644 - I - I 1.201 - I - I 1447.845 - I - I 17.00 8.63 I 1.16 I 1449.00 .00 I I 1.49 1.96 I I 2.000 I .000 .00 I 1 .0 .065 .8676 - I - - I - - I - .0117 - I - .00 - I - 1.20 - I - 1.52 - I - .38 - I - .013 - I - .00 .00 1- PIPE 10021.000 I I 1446.701 1.250 I I 1447.951 I 17.00 8.22 I 1.05 I 1449.00 .00 I I 1.49 1.94 I I 2.000 I .000 .00 I 1 .0 .050 .8676 .0104 .00 1.25 1.40 .38 .013 .00 .00 PIPE 10021.040 - I - I I 1446.744 - I - I 1.303 - I - I 1448.047 - I - I 17.00 - I - 7.84 I .95 I 1449.00 .00 I I 1.49 1.91 I I 2.000 I .000 .00 I 1 .0 .036 .8676 - I - - I - .0093 - I - .00 - I - 1.30 - I - 1.30 - I - .38 - I - .013 - I - .00 .00 1 PIPE 3 Y:\F60\400\Calcs\Hydrauliclaterals\MainLateral\LateraI 15.doc 1 FILE: Laterall5.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 4 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -26 -2002 Time: 9:36:11 Citrus Avenue Widening Project 100 YR Main Line Lateral 15 - Q =17 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope I - I - - I - I -I- -I- -I- I I SF Avel -I- HF ISE - I- DpthlFroude -I- - I - NINorm Dp -I- -I I "N" I X -Fall) ZR -I IType Ch I I I 10021.080 - I - 1446.775 I 1.359 1448.134 I I 17.00 7.48 .87 I 1449.00 .00 I I 1.49 1.87 I I I 2.000 .000 .00 I 1 .0 .022 - I - .8676 -I -I - I - - I - - I - .0082 -I .00 - I - 1.36 - I- - I - 1.19 .38 - I - - I - .013 .00 .00 1 PIPE 10021.100 - I - I I 1446.794 I 1.419 1448.213 - I - - I - I I I 17.00 7.13 .79 - I - I 1449.00 .00 I I 1.49 1.82 I I 1 2.000 .000 .00 1 1 .0 .007 I -1 .8676 - I - - I - .0074 - I - .00 - I - 1.42 - I - - I - 1.10 .38 - I - - I - .013 .00 .00 1- PIPE Y:\F60\400\Calcs\Hydrauliciaterals\MainLateral\LateraI 15.doc E Hydraulics 11 � 3 Modeled For Citrus Lateral i • W 1 m. I i C7 e e FILE: laterala.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 4: 7: 2 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral A - Q =5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INO Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El,l Elev I Depth I Width Dia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- I - I - I - I- -I- I -I- SF Avel -I- HF ISE - I- DpthlFroude -I NINorm Dp -I- -I- I "N" -I- I X -Fall) - I ZR IType Ch I T I I I I I I I I I I 10005.480 1446.550 .417 1446.967 5.00 10.53 1.72 1448.69 .00 .79 1.63 2.000 .000 .00 1 .0 28.812 .0546 .0520 1.50 .42 3.43 .42- .013 .00 .00 PIPE 10034.290 I I 1448.125 I .424 I 1448.549 - I - 5.00 - I - I 10.28 - I - I 1.64 I 1450.19 .00 I .79 I 1.64 I 2.000 I I .000 .00 I 1 .0 - I - 17.665 - I - .0546 - I - - I - .0470 - I - .83 - I - .42 - I - 3.32 .42 - I - - I - .013 - I - .00 .00 1 PIPE 10051.960 I I 1449.090 I .438 - I - I 1449.528 - I - 5.00 - I - I 9.80 - I - I 1.49 I 1451.02 .00 I .79 I 1.65 I 2.000 I I .000 .00 I 1 .0 - I - 8.875 - I - .0546 - I - .0411 - I - .36 - I - .44 - I - 3.11 .42 - I - - I - .013 - I - .00 .00 1- PIPE 10060.830 I I 1449.575 I .453 I 1450.028 5.00 - I - I 9.34 I 1.35 I 1451.38 .00 I .79 I 1.67 I 2.000 I I .000 .00 I 1 .0 - I - 5.723 - I - .0546 - I - - I - - I - - I - .0359 - I - .21 - I - .45 - I - 2.91 .42 - I - - I - .013 - I - .00 .00 I- PIPE 10066.560 I I 14 I .469 - I - I 1450.357 - I - 5.00 - I - I 8.91 - I - I 1.23 - I - I 1451.59 .00 I .79 I 1.69 I 2.000 l I .000 .00 I 1 .0 - I - 4.132 - I - .0546 .0314 - I - .13 - I - .47 - I - 2.73 - I - .42 - I - .013 - I - .00 .00 1 PIPE 10070.690 - I - I ( 1450.113 - I - I .485 - I - I 1450.599 - I - 5.00 - I - I 8.49 - I - I 1.12 - I - I 1451.72 .00 - I - I .79 I 1.71 I 2.000 I I .000 .00 I 1 .0 3.156 .0546 .0275 - I - .09 .49 - I - 2.55 - I - .42 - I - .013 - I - .00 .00 1- PIPE 10073.850 I I 1450.286 I .501 - 1- I 1450.787 - I - 5.00 - I - I 8.10 - I - I 1.02 - I - I 1451.80 .00 I .79 I 1.73 I 2.000 I I .000 .00 I 1 .0 - I - 2.434 - I - .0546 .0240 - I - .06 - I - .50 - I - 2.39 - I - .42 - I - .013 - I - .00 .00 1 PIPE 1 10076.280 I I 1450,419 -I- I .519 -I I 1450.938 - I - 5.00 - I- I 7.72 - I- I .93 - I- I 1451.86 .00 - I - I .79 I 1.75 I 2.000 I I .000 .00 I 1 .0 -I- 1.967 .0546 .0210 -I- .04 .52 - I - 2.24 -I .42 -I- .013 -I- .00 .00 1 PIPE 10078.250 I I 1450.526 - I - I .537 - I - I 1451.063 - I - 5.00 - I - I 7.36 - I - I .84 - I - I 1451.90 .00 - I - I .79 I 1.77 I 2.000 I I .000 .00 I 1 .0 - I - 1.612 .0546 .0184 - I - .03 .54 - I - 2.10 - I - .42 - I - .013 - I - .00 .00 1- PIPE L Y:\F60 \400 \Calcs \HydrauI idaterals \Citruslateral\laterala,doc e o FILE: laterala.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 4: 7: 2 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral A - Q =5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTior I.D.I - I - 2L -I IPrs /Pip -I- L /Elem - I - ICh Slope I -I- I - I - I - I - I -I- - I - SF Avel - I - HF ISE -I- DpthlFroude -I- NINorm - I - Dp -I- I "N" I X -Fall) 2R IType Ch 10079.860 1450.614 .555 1451.169 5.00 7.02 .76 1451.93 .00 -I- .79 -I- 1.79 -I- 2.000 -I- .000 -I- .00 1 1- .0 - I - 1.284 -I- .0546 - I - -I- -I- -I- - I - .0161 -I- .02 .56 1.96 .42 .013 .00 .00 PIPE 10081.140 I I 1450.685 I .575 1451.260 I I 5.00 6.69 I .70 I 1451.95 I .00 .79 I 1.81 I I 2.000 I .000 .00 I 1 .0 1.065 .0546 .0141 .02 .58 1.84 .42 .013 .00 .00 PIPE I 10082.210 I I 1450.743 I .595 1451.338 I I 5.00 6.38 I .63 I 1451.97 I .00 - I - .79 - I - I 1.83 - I - I I 2.000 - I - I .000 - I - .00 1 .0 - I - .885 - I - .0546 - I - - I - - I - - I - - I - .0123 - I - .01 .60 1.72 .42 .013 .00 .00 1 PIPE 10083.090 I I 1450.791 I .615 1451.406 I I 5.00 6.08 I .57 I 1451.98 I .00 .79 - I - I 1.85 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .689 - I - .0546 - I - - I - - I - - I - - I - .0108 - I - .01 - I - .62 1.61 .42 .013 .00 .00 1- PIPE 10083.780 I I 1450.829 I .637 1451.466 I I 5.00 5.80 - I - I .52 - I - I 1451.99 - I - I .00 - I - .79 - I - I 1.86 - I - I 2.000 - I - I I .000 - I - .00 I 1 1- .0 - I - .564 - I - .0546 - I - - I - - I - .0094 .01 .64 1.50 .42 .013 .00 .00 PIPE 10084.350 I I 1450.860 I .659 1451.519 I I 5.00 5.53 I .47 I 1451.99 I .00 .79 I 1.88 I I 2.000 I .000 .00 I 1 .0 .413 .0546 .0083 .00 .66 1.41 .42 .013 .00 .00 PIPE 1.0084.760 I I 1450.882 I .683 1451.565 i I 5.00 - I - 5.27 - I - I .43 - I - I 1452.00 - I - I .00 - I - .79 - I - I 1.90 - I - I I 2.000 - I - I .000 - I - .00 I 1 1 .0 - I - .321 - I - .0546 - I - - I - .0073 .00 .68 1.31 .42 .013 .00 .00 PIPE 10085.080 I I 1450.900 I .707 1451.607 I I 5.00 -I- 5.03 -I I .39 - I - I 1452.00 -I- I .00 - I - .79 - I - I 1.91 - I - I 2.000 -I- I I .000 -I- .00 I 1 1 .0 -I .221 - I - .0546 -I- - I - .0064 .00 .71 1.23 .42 .013 .00 .00 PIPE 10085.300 I I 1450.912 I .732 1451.644 I I 5.00 4.79 I .36 I 1452.00 - I - I .00 - I - .79 - I - I 1.93 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .110 -I .0546 - I - - I - - I - -I- -I .0056 .00 .73 1.15 .42 .013 .00 .00 1 PIPE E Y:\F60\400\Caics\Hydraulic4aterals\Citruslateral\laterala.doc e e o FILE: laterala.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 4: 7: 2 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral A - Q =5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.) ZL IPrs /Pip -I - I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I- -I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch ******** 1 ********* 1 ******* 1 ************************* 1**** * *1 * * * * * * * * *1 * * * * * * *1 * * * * * * * *1* * * * * * * * * * * * *1 * * * *1 * * * ** 1 * * * * * ** I I I I I I I I I I I 1 1 10085.410 1450.918 .759 1451.677 5.00 4.57 .32 1452.00 .00 .79 1.94 2.000 .000 .00 Y: \F60 \400 \Cal cs \HydrauI icl ateral s\C itrusl aterahlaterala. doc Y:\F60 \400 \Calcs \Hydraul iciaterals \Citruslateral \Lateral B.doc FILE: LateralB.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 8:55:19 Citrus Avenue Widening Project 100 YR Citrus Lateral - Lateral B - Q =6 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /[Base Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) -I- I (FPS) -I- Head I -I- Grd.E1.1 -I- Elev -I- I Depth I -I- Width -I- IDia. -FTIor -I- I.D.I -I- ZL -I IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I 10004.240 I I 1446.550 .413 I 1446.963 I 6.00 I 12.81 2.55 I 1449.51 .00 .87 1.62 2.000 .000 .00 1 .0 - I - .261 - I - .4578 - I - - I - - I - - I - - I - .0782 - I - .02 - I - .41 - I - 4.20 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10004.500 I I 1446.669 .419 I 1447.089 I 6.00 I 12.54 I 2.44 I 1449.53 .00 I I .87 1.63 I 2.000 I I .000 .00 I 1 .0 .538 .4578 .0710 .04 .42 4.08 .27 .013 .00 .00 PIPE 10005.040 I 1446.916 I .433 I 1447.349 I 6.00 I 11.96 I 2.22 I 1449.57 .00 I I .87 - I - 1.65 I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .473 - I - .4578 - I - - I - - I - - I - - I - .0621 - I - .03 - I - 143 3.82 - I - .27 .013 .00 .00 1- PIPE 10005.510 I 1447.132 I .448 I 1447.580 I 6.00 I 11.40 I 2.02 i 1449.60 .00 I I .87 1.67 I 2.000 I I .000 - I - .00 I 1 .0 - I - .418 - I - .4578 - I - - I - - I - - I - - I - .0543 - I - .02 - I - .45 - I - 3.58 - I - .27 - I - .013 .00 .00 1- PIPE 10005.930 I 1447.323 I .463 I 1447.786 I 6.00 - I - I 10.87 - I - I 1.84 - I - I 1449.62 - I - .00 -I- I I .87 - I - 1.69 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .367 - I - .4578 - I - -I- .0474 .02 .46 3.35 .27 .013 .00 .00 1- PIPE 10006.300 1447.491 .479 1447.970 6.00 - I - 10.36 - I - 1.67 - I - 1449.64 - I - .00 - I - .87 - I - 1.71 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .326 - I - .4578 - I - - I - .0415 .01 .48 3.14 .27 .013 .00 .00 1- PIPE 10006.620 I 1447.640 I .495 I 1448.135 I 6.00 - I - I 9.88 - I - I 1.52 - I - I 1449.65 - I - .00 - I - I I .87 - I - 1.73 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .287 - I - .4578 - I - - I - .0363 .01 .50 2.94 .27 .013 .00 .00 1 PIPE 10006.910 I 1447.772 I .512 I 1448.284 I 6.00 - I - I 9.42 - I - I 1.38 - I - I 1449.66 - I - .00 - I - I I .87 - I - 1.75 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .252 - I - .4578 - I - - I - .0317 .01 .51 2.75 .27 .013 .00 .00 1- PIPE 10007.160 I 1447.887 I .530 I 1448.417 I 6.00 I 8.98 I 1.25 I 1449.67 .00 I I .87 1.77 I 2.000 I I .000 .00 I 1 .0 .221 .4578 .02.78 .01 .53 2.57 .27 .013 .00 .00 PIPE Y:\F60 \400 \Calcs \Hydraul iciaterals \Citruslateral \Lateral B.doc E0 0 0 FILE: LateralB.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 8:55:19 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral B - Q =6 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /1Base WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev I Depth I Width IDia. -FTlor I.D.1 ZL IPrs /Pip -I L /Elem -I- ICh Slope I -I I - I - I -I I -I- - I - SF Avel - I - HF ISE - I - DpthlFroude - I- NINorm -I- Dp - I - I "N" - I - I X -Fa111 ZR -I IType Ch I I 10007.380 - I - I 1447.988 - I - .549 - I - I 1448.537 - I - I 6.00 - I - 8.57 - I - I 1.14 I 1449.68 .00 I .87 I 1.79 I 2.000 I I .000 .00 I 1 .0 .195 .4578 - I - .0243 - I - .00 - I - .55 - I - 2.41 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10007.580 - I - I I 1448.077 - I - .568 - I - I I 1448.646 - I - I 6.00 - I - 8.17 I 1.04 I 1449.68 .00 I .87 I 1.80 I 2.000 I I .000 .00 I 1 .0 .172 .4578 - I - - I - 0213 - I - .00 - I - .57 - I - 2.26 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10007.750 I I 1448.156 I .587 I 1448.743 I 6.00 7.79 I .94 I 1449.68 .00 I .87 I 1.82 I 2.000 I I .000 .00 I 1 .0 - I - .147 - I - .4578 - I - - I - - I - - I - - I - .0186 - I - .00 - I - .59 - I - 2.11 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10007.900 - I - I I 1448.224 - I - I .608 - I - I 1448.832 - I - I 6.00 - I - 7.42 I .86 I 1449.69 .00 I .87 I 1.84 I 2.000 I I .000 .00 I 1 .0 .129 .4578 - I - - I - .0163 - I - .00 - I - .61 - I - 1.97 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10008.030 - I - I I 1448.283 - I - I .629 - I - I 1448.912 - I - I 6.00 - I - 7.08 - I - I .78 I 1449.69 .00 I .87 I 1.86 I 2.000 I I .000 .00 I 1 .0 .110 .4578 - I - .0143 - I - .00 - I - .63 - I - 1.85 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10008.140 - I - I I 1448.333 - I - I .651 - I - I 1448.984 - I - I 6.00 - I - 6.75 -I- I .71 - I - I 1449.69 .00 - I - I .87 I 1.87 I 2.000 I I .000 .00 I 1 .0 .093 .4578 I I .0125 - I - .00 .65 - I- 1.73 - I - .27 -I .013 - I - .00 .00 1 PIPE 10008.230 - I - 1448.375 - I - I .674 - I - I 1449.049 - I - I 6.00 - I - 6.44 - I - I .64 I 1449.69 .00 I .87 I 1.89 I 2.000 I I .000 .00 I 1 .0 .077 .4578 I - I - .0109 - I - .00 - I - .67 - I - 1.62 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10008.310 - I - I 1448.411 - I - I .698 - I - I 1449.109 - I - I 6.00 - I - 6.14 - I - I .58 - I - I 1449.69 .00 I .87 I 1.91 I I 2.000 I .000 .00 I 1 .0 .063 .4578 .0096 - I - .00 - I - .70 - I - 1.51 - I - .27 - I - .013 - I - .00 .00 1- PIPE 10008.370 - I - I I 1448.439 - I - I .723 - I - I 1449.163 -I- I 6.00 -I- 5.85 -I- I .53 I 1449.69 .00 I .87 I 1.92 I I 2.000 I .000 .00 I 1 .0 .050 .4578 -I- .0084 -I- .00 - I- .72 -I- 1.41 -I- .27 -I- .013 -I- .00 .00 1- PIPE Y: \F60 \400 \Cal cs \Hydraul ieV aterals \C itrus I aterahLateral B. doc Y: \F60 \400 \Calcs \HydrauI id ateral s\C itrusl aterakLateral B.doc FILE: LateralB.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 8:55:19 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral B - Q =6 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev - I - I Depth I -I- Width -I- IDia. -FTlor -I- I.D.I -I- ZL IPrs /Pip -I -I- L /Elem -I- ICh Slope -I- -I- I I -I- I I -I- -I- SF Avel -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I 10008.420 I 1448.462 I I :749 1449.211 I I 6.00 5.58 I .48 - I - I 1449.69 - I - .00 - I - .87 - I - 1.94 - I - 2.000 - I - .000 - I - .00 1 .0 1- - I - .037 - I - .4578 - I - - I - - I - - I - .Q074 .00 .75 1.32 .27 .013 .00 I .00 PIPE 10008.460 I 1448.479 I I .776 1449.255 I I 6.00 5.32 - I - I .44 - I - I 1449.69 - I - .00 - I - I I .87 - I - 1.95 - I - I I 2.000 - I - .000 - I - .00 I 1 .0 1 - I - .026 - I - .4578 - I - - I - - I - .0065 .00 .78 1.23 .27 .013 .00 I .00 PIPE I 10008.480 I 1448.491 I I .804 1449.296 I I 6.00 5.07 I .40 I 1449.69 - I - .00 - I - I I .87 - I - 1.96 - I - I I 2.000 - I - .000 - I - .00 1 .0 1 - I - .014 - I - .4578 - I - - I - - I - - I - - I - .0057 .00 .80 1.15 .27 .013 .00 .00 PIPE I 10008.500 I 1448.498 I I .834 1449.332 I I 6.00 4.84 I .36 I 1449.69 .00 I I .87 1.97 I I 2.000 I .000 .00 1 .0 .005 .4578 .0050 I .00 I .83 1.07 I I .27 .013 I I .00 I .00 PIPE I 10008.500 I 1448.500 I I .866 I I Y: \F60 \400 \Calcs \HydrauI id ateral s\C itrusl aterakLateral B.doc s o FILE: lateralc.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 4: 2:41 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral C - Q-- - 7 cfs 1 Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev - I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I I - I- -I- I -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I Dp -I- I "N" -I- I X -Fall) ZR - I IType Ch I I I I 10005.480 - I - 1448.380 - I - .494 - I - 1448.874 - I - 7.00 - I - I 11.60 - I - I 2.09 - I - I 1450.96 .00 I I .94 1.72 I 2.000 I I .000 .00 I 1 .0 17.533 .0558 .0524 - I - .92 - I - .49 - I - 3.46 - I - .49 - I - .013 - I - .00 .00 1 PIPE 10023.010 - I - I I 1449.357 - I - .499 - I - I 1449.857 - I - I 7.00 - I - I 11.41 - I - I 2.02 - I - I 1451.88 .00 I I .94 1.73 I 2.000 I I .000 .00 I 1 .0 21.496 .0558 .0480 - I - 1.03 - I - .50 - I - 3.38 - I - .49 - I - .013 - I - .00 .00 1 PIPE 10044.510 - I - 1450.556 - I - .516 - I - 1451.072 - I - 7.00 - I - 10.88 - I - 1.84 1452.91 .00 .94 1.75 2.000 .000 .00 1 .0 10.828 .0558 - I - .0420 - I - .45 - I - .52 - I - 3.16 - I - .49 - I - .013 - I - .00 .00 1 PIPE 10055.340 - I - I I 1451.160 - I - .534 - I - I I 1451.694 - I - 7.00 - I - I 10.38 I 1.67 I 1453.37 .00 I I .94 1.77 I 2.000 I I .000 .00 I 1 .0 6.994 .0558 - I - - I - .0367 - I - .26 - I - .53 - I - 2.96 - I - .49 - I - .013 - I - .00 .00 1- PIPE 10062.330 - I - I I 1451.550 - I - I .553 - I - I 1452.103 - I - 7.00 - I - I 9.89 - I - I 1.52 - I - I 1453.62 .00 I I .94 1.79 I 2.000 I I .000 .00 I 1 .0 5.050 .0558 I I .0322 - I - .16 - I - .55 - I - 2.77 - I - .49 - I - .013 - I - .00 .00 1- PIPE 1 10067.380 - I - I 1451.831 - I - .572 - I - I 1452.404 - I - 7.00 - I - I 9.43 - I - I 1.38 I 1453.79 .00 I I .94 1.81 I 2.000 I I .000 .00 I 1 .0 3.8 .0558 - I - .0281 - I - .11 - I - .57 - I - 2.59 - I - .49 - I - .013 - 1 - .00 .00 1- PIPE 10071.210 - I - I I 1452.045 - I - I .592 - I - I 1452.637 - I - 7.00 - I - I 8.99 - I - I 1.26 - I - I 1453.89 .00 I I .94 1.83 I 2.000 I I .000 .00 I 1 .0 3.025 .0558 .0246 - I - .07 - I - .59 - I - 2.43 - I - .49 - I - .013 - I - .00 .00 1 PIPE 10074.230 - I - I I 1452.213 - I - I .612 - I - I 1452.825 - I - 7.00 - I - I 8.58 - I - I 1.14 - I - I 1453.97 .00 I I .94 1.84 I I 2.000 I .000 .00 I 1 .0 2.393 .0558 .0216 - I - .05 - I - .61 - I - 2.27 - I - .49 - I - .013 - I - .00 .00 1 PIPE 10076.630 -I- I I 1452.347 -I I .634 -I- I 1452.981 -I 7.00 - I- I 8.18 I 1.04 -I- I 1454.02 .00 I I .94 1.86 I I 2.000 I .000 .00 I 1 .0 1.963 .0558 -I- .0189 -I- .04 -I- .63 - I- 2.12 -I- .49 -I- .013 - I- .00 .00 I PIPE lil Y: \F60 \400 \Calcs \HydrauI id aterals \CitrusIateral\lateralc.doc e o FILE: lateralc.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 4: 2:41 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral C - Q =7 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev 1 (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I - I - Width - I - IDia. -FTIor -1- I.D.1 ZL IPrs /Pip - 1 -I- L /Elem - I - ICh Slope I - I - I - I - - I - I I -I - I - SF Avel - I - -I HF ISE DpthlFroude NINorm Dp 1 "N" I 71 X -Fall) ZR IType Ch I T I I I I I I I I I I I 10078.590 1452.456 .656 1453.112 7.00 7.80 .94 1454.06 - I - .00 - I - .94 - I - 1.88 - I - 2.000 - I - .000 - I - .00 1 .0 - I - 1.602 - I - .0558 - I - - I - - I - - I - - I - .0165 .03 .66 1.99 .49 .013 I .00 I .00 1- PIPE I 10080.190 I I 1452.546 I .679 1453.225 I I 7.00 7.43 I .86 I 1454.08 .00 - I - I I .94 - I - 1.89 - I - I 2.000 - I - .000 - I - .00 1 .0 - I - 1.284 - I - .0558 - I - - I - - I - - I - - I - .0145 - I - .02 .68 1.86 .49 .013 .00 .00 1- PIPE 10081.470 I I 1452.617 I .704 1453.321 I I 7.00 7.09 - I - I .78 - I - I 1454.10 - I - .00 - I - I I .94 - I - 1.91 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 1- - I - 1.066 - I - .0558 - I - - I - - I - .0127 .01 .70 1.74 .49 .013 .00 .00 PIPE 10082.540 I I 1452.677 .729 I 1453.406 I I 7.00 6.76 I .71 I 1454.11 .00 I I .94 1.93 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .862 - I - .0558 - I - - I - - I - - I - - I - .0111 - I - .01 - I - .73 - I - 1.62 .49 .013 .00 .00 1- PIPE I 10083.400 I I 1452.725 .755 I 1453.480 I I 7.00 6.44 I .64 I 1454.12 - I - .00 - I - I I .94 - I - 1.94 - I - I I 2.000 - I - I .000 - I - .00 1 .0 - I - .688 - I - .0558 - I - - I - - I - - I - - I - .0098 .01 .76 1.52 .49 .013 .00 .00 1 PIPE 10084.090 I I 1452.763 .782 I 1453.545 I I 7.00 - I - 6.14 - I - I .59 - I - I 1454.13 - I - .00 - I - I I .94 - I - 1.95 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 1 - I - .515 - I - .0558 - I - - I - .0086 .00 .78 1.42 .49 .013 .00 .00 PIPE 10084.600 I I 1452.792 .811 I 1453.603 I I 7.00 5.86 I .53 I 1454.14 - I - .00 - I - I I .94 - I - 1.96 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 I- - I - .403 - I - .0558 - I - - I - - I - - I - - I - .0075 .00 .81 1.32 .49 .013 I I .00 I .00 PIPE I 10085.010 I I 1452.814 .840 I 1453.654 I I 7.00 - I - 5.58 - I - I .48 - I - I 1454.14 - I - .00 - I - I .94 - I - I 1.97 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .265 - I - .0558 - I - - I - .0066 .00 .84 1.24 .49 .013 .00 .00 1- PIPE 10085.270 I I 1452.829 .871 I 1453.700 I I 7.00 - I - 5.32 - I - I .44 - I - I 1454.14 - I - .00 - I - I .94 - I - I 1.98 - I - I I 2.000 - I - I .000 - I - .00 I 1 .0 - I - .160 - I - .0558 - I - - I - .0058 .00 .87 1.15 .49 .013 .00 .00 1 PIPE Y:\F60 \400 \Ca1cs \Hydraul iciaterals \Citruslateral \lateralc.doc 0 0 FILE: lateralc.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -30 -2002 Time: 4: 2:41 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral C - Q =7 cfs 1 Invert I Depth I Water I Q I Vel Vel, I Energy I Super ICriticallFlow ToplHeight /IBase WtI INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I - - I L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch 10085.430 1452.838 .903 1453.741 7.00 5,08 .40 1454.14 .00 .94 1.99 2.000 .000 .00 Y: \F60 \400 \Calcs \Hydraulid ateral s \CitruslateraNateralc.doc 0 FILE: LateralD.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9: 3:47 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral D - Q =5 cfs I Invert I Depth I Water I Q I Vel Vet I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope -I- I -I- I I -I- I -I- -I- SF,Avel -I- HF ISE - I- DpthlFroude - I- -I- NINorm Dp -I- I "N" -I I X -Fall) -I ZR IType Ch 10004.240 - I - 1451.150 -I- .359 -I 1451.509 -I- 5.00 -I- 13.07 - I - 2.65 1454.16 .00 .79 1.53 2.000 .000 .00 1 .0 .024 .5047 -I- .0989 -I- .00 - I - .36 4.62 - I- -I- .24 -I- .013 -I .00 .00 1- PIPE 10004.260 I 1451.162 - I - I .359 I I 1451.521 I 5.00 13.04 I 2.64 I 1454.16 .00 I .79 I 1.54 I 2.000 I I .000 .00 I 1 .0 - I - .553 .5047 I - I - - I - I I - I - - I - - I - .0923 - I - .05 - I - .36 4.60 - I - - I - .24 - I - .013 - I - .00 .00 1- PIPE 10004.820 - I - 1451.441 - I - I .371 - I - 1451.813 - I - I 5.00 - I - 12.43 I 2.40 I 1454.21 .00 I .79 I 1.55 I 2.000 I I .000 .00 I 1 .0 .486 .5047 - I - - I - .0806 - I - .04 - I - .37 4.31 - I - - I - .24 - I - .013 - I - .00 .00 1- PIPE 10005.300 - I - I 1451.687 - I - I .383 - I - I I 1452.070 - I - I 5.00 - I - 11.85 I 2.18 I 1454.25 .00 I .79 I 1.57 I 2.000 I I .000 .00 I 1 .0 .427 .5047 - I - - I - .0704 - I - .03 - I - .38 4.04 - I - - I - .24 - I - .013 - I - .00 .00 1- PIPE 10005.730 - I - I 1451.902 I .396 - I - I I 1452.298 - I - I 5.00 - I - 11.30 I 1.98 I 1454.28 .00 I .79 I 1.59 I 2.000 I I .000 .00 I 1 .0 .375 - I - .5047 I I - I - - I - .0615 - I - .02 - I - .40 3.78 - I - - I - .24 - I - .013 - I - .00 .00 1- PIPE 10006.110 1452.092 I .410 I 1452.502 I 5.00 10.78 I 1.80 I 1454.31 .00 I .79 I 1.61 I I 2.000 I .000 .00 I 1 .0 .332 .5047 I I I I .0538 .02 .41 3.54 .24 .013 .00 .00 PIPE 10006.440 - I - 1452.260 - I - .424 - I - 1452.684 - I - I 5.00 - I - 10.28 I 1.64 I 1454.32 .00 I .79 I 1.64 I 2.000 t I .000 .00 I 1 .0 .295 .5047 I - I - - I - .0470 - I - .01 - I - .42 3.32 - I - - I - .24 - I - .013 - I - .00 .00 1- PIPE 10006.730 - I - 1452.408 - I - I .438 - I - I I 1452.847 - I - I 5.00 - I - 9.80 I 1.49 I 1454.34 .00 I .79 I 1.65 I I 2.000 I .000 .00 I 1 .0 .260 .5047 - I - - I - .0411 - I - .01 - I - .44 3.11 - I - - I - .24 - I - .013 - I - .00 .00 1- PIPE 10006.990 - I - I I 1452.540 - I - I .453 - I - I 1452.993 - I - I 5.00 - I - 9.34 - I - I 1.35 I 1454.35 .00 I .79 I 1.67 I I 2.000 I .000 .00 I 1 .0 .229 .5047 - I - .0359 - I - .01 - I - .45 2.91 - I - - I - .24 - I - .013 - I - .00 .00 1 PIPE E0 Y: \F60 \400 \Calcs \HydrauI icl ateral s\Citrusl ateral\Lateral D. doc Y: \F60 \400 \Cal cs \HydrauI id ateral s\C itrusl ateral\Lateral D. doc FILE: LateralD.WSW W S P G W - CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9: 3:47 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral D - Q =5 cfs ******************************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * * * * * * ** I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.1 Elev -I- I Depth -I- I Width -I- IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -I - I - L /Elem -I- ICh Slope I -I- I -I- I -I- -I- I -I- SF Avel -I- HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I 10007.220 I 1452.655 I I .469 I 1453.124 5.00 I 8.91 I 1.23 1454.36 .00 I .79 1.69 2.000 .000 .00 1 .0 .203 .5047 .0314 .01 .47 2.73 .24 .013 .00 .00 1- PIPE 10007.420 I 1452.757 I I .485 I 1453.242 5.00 I 8.49 I 1.12 - I - I 1454.36 - I - .00 - I - I .79 - I - I 1.71 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .180 - I - .5047 - I - - I - - I - - I - .0275 .00 .49 2.55 .24 .013 .00 .00 1- PIPE 10007.600 1452.848 .501 1453.349 5.00 8.10 1.02 1454.37 .00 - I - .79 - I - 1.73 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .155 - I - .5047 - I - - I - - I - - I - - I - .0240 - I - .00 .50 2.39 .24 .013 .00 .00 1- PIPE 10007.760 I 1452.926 I I .519 I 1453.445 5.00 I 7.72 I .93 I 1454.37 .00 I .79 I 1.75 I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .137 - I - .5047 - I - - I - - I - - I - - I - .0210 - I - .00 - i - .52 - i - 2.24 - I - .24 .013 .00 .00 1- PIPE 10007.900 I 1452.995 I I .537 I 1453.532 5.00 I 7.36 I .84 I 1454.37 .00 I .79 I 1.77 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .120 - I - .5047 - I - - I - - I - - I - - I - .0184 - I - .00 - i - .54 - I - 2.10 .24 .013 .00 .00 1 PIPE 10008.020 I 1453.056 I I .555 I 1453.611 5.00 I 7.02 I .76 I 1454.38 .00 -I- I .79 -I- I 1.79 -I- I 2.000 -I- I I .000 - I - .00 I 1 1- .0 -I .102 -I- .5047 -I -I- -I- -I- -I- .0161 -I- .00 .56 1.96 .24 .013 .00 .00 PIPE 10008.120 I 1453.107 I I .575 I 1453.682 5.00 I 6.69 I .70 I 1454.38 - I - .00 - I - I .79 - I - I 1.81 - I - I 2.000 - I - I I .000 - I - .00 I 1 1 .0 - I - .088 - I - .5047 - I - - I - - I - - I - - I - .0141 .00 .58 1.84 .24 .013 .00 .00 PIPE 10008.210 1453.151 .595 1453.746 5.00 6.38 - I - .63 - I - 1454.38 - I - .00 - I - .79 - I - 1.83 - I - 2.000 - I - .000 - I - .00 1 1 .0 - I - .076 - I - .5047 - I - - I - - I - .0123 .00 .60 1.72 .24 .013 .00 .00 PIPE 10008.280 I 1453.190 I I .615 I 1453.805 5.00 I 6.08 I .57 - I - I 1454.38 .00 - I - I .79 - I - I 1..85 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .062 - I - .5047 - I - - I - - I - - I - .0108 - I - .00 .62 1.61 .24 .013 .00 .00 1 PIPE Y: \F60 \400 \Cal cs \HydrauI id ateral s\C itrusl ateral\Lateral D. doc n Y: \F60 \400 \Cal cs \HydrauI idaterals \Citruslateral \Lateral D.doc FILE: LateralD.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9: 3:47 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral D - Q =5 cfs I Invert I Depth I Water I Q I Vel Val I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I_ Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.) ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I I -I- -I- I -I- SF Avel - I - HF ISE -I- DpthlFroude - I- NINorm -I- Dp -I- I "N" - I- I X -Fall) -I ZR IType Ch I I I I I I 10008.340 1453.221 .637 1453.858 5.00 5.80 .52 I 1454.38 .00 I .79 I 1.86 I 2.000 I I .000 .00 I 1 .0 - I - .052 - I - .5047 - I - - I - - I - - I - - I - .0094 - I - .00 - I - .64 - I - 1.50 - I - .24 - I - .013 - I - :00 .00 1- PIPE 10008.390 I 1453.247 I .659 - I - I 1453.906 I 5.00 I 5.53 I .47 I 1454.38 .00 I .79 I 1.88 I 2.000 I I .000 .00 I 1 .0 - I - .039 - I - .5047 - I - - I - - I - - I - .0083 - I - .00 - I - .66 - I - 1.41 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10008.430 I 1453.266 I .683 - I - I 1453.949 I 5.00 I 5.27 I .43 I 1454.38 .00 I .79 I 1.90 I 2.000 I I .000 .00 I 1 .0 - I - .030 -1 .5047 - I - - I - - I - - I - .0073 - I - .00 - I - .68 - I - 1.31 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10008.460 - I - I 1453.282 - I - I .707 - I - I 1453.989 - I - I 5.00 - I - I 5.03 - I - I .39 - I - I 1454.38 .00 I .79 I 1.91 I 2.000 I I .000 .00 I 1 .0 .021 .5047 .0064 - I - .00 - I - .71 - I - 1.23 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10008.490 - I - I 1453.293 - I - I .732 - I - I I 1454.025 - I - 5.00 - I - I 4.79 I .36 - I - I 1454.38 .00 I I .79 1.93 I 2.000 I I .000 .00 I 1 .0 .011 .5047 - I - .0056 - I - .00 - I - .73 - I - 1.15 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10008.500 I I 1453.298 I .759 - I - I 1454.057 5.00 I 4.57 I .32 I 1454.38 .00 I I .79 1.94 I I 2.000 I .000 .00 I 1 .0 - I - .004 - I - .5047 I I I - I - I - I - - I - I - I - .0049 I - I - .00 I - I - .76 - I - 1.07 I I - I - .24 - I - .013 I I - I - .00 .00 1 PIPE n Y: \F60 \400 \Cal cs \HydrauI idaterals \Citruslateral \Lateral D.doc Y: \F60\ 400\ Calcs \Hydraulidaterals \CitrusIateral \Lateral E.doc FILE: LateralE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:18:55 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral E - Q =5 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem - I - ICh Slope I -I- -I- I I -I- -I- I - I- SF Avel -I- HF ISE -I DpthlFroude -I- NINorm -I- Dp -I- -I- I "N" I X -Fall) ZR -I IType Ch I I I I I 10004.240 - I - 1451.990 - I - .356 - I - 1452.346 - I - 5.00 - I - 13.21 I 2.71 I 1455.06 .00 I .79 I 1.53 I I 2.000 I .000 .00 I 1 .0 .152 .5188 - I - - I - .1004 - I - .02 - I - .36 - I - 4.68 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10004.390 - I - I I 1452.069 - I - .359 - I - I I 1452.428 - I - 5.00 - I - I 13.04 I 2.64 I 1455.07 .00 I .79 I 1.54 I I 2.000 I .000 .00 I 1 .0 .534 .5188 - I - - I - .0923 - I - .05 - I - .36 - I - 4.60 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10004.930 - I - I I 1452.346 - I - .371 - I - I I 1452.717 - I - 5.00 - I - I 12.43 - I - I 2.40 I 1455.12 .00 I .79 I 1.55 I I 2.000 I .000 .00 I 1 .0 .471 .5188 - I - .0806 - I - .04 - I - .37 - I - 4.31 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10005.400 - I - I I 1452.590 .383 I I 1452.974 5.00 I 11.85 I 2.18 I 1455.16 .00 I .79 I 1.57 I I 2.000 I .000 .00 I 1 .0 .413 - I - .5188 - I - - I - - I - - I - - I - .0704 - I - .03 - I - .38 - I - 4.04 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10005.810 - I - I I 1452.805 - I - .396 - I - I I 1453.201 - I - 5.00 - I - I 11.30 - I - I 1.98 - I - I 1455.18 .00 I .79 I 1.59 I I 2.000 I .000 .00 I 1 .0 .363 .5188 .0615 - I - .02 - I - .40 - I - 3.78 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10006.170 - I - I I 1452.994 - I - .410 - I - I I 1453.404 - I - 5.00 - I - I 10.78 - I - I 1.80 - I - I 1455.21 .00 I I .79 1.61 I I 2.000 I .000 .00 I 1 .0 .322 .5188 .0538 - I - .02 - I - .41 - I - 3.54 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10006.500 - I - I I 1453.161 .424 - I - I I 1453.585 - I - 5.00 I 10.28 I 1.64 I 1455.22 .00 I I .79 1.64 I I 2.000 I .000 .00 I 1 .0 .286 - I - .5188 - I - - I - - I - .0470 - I - .01 - I - .42 - I - 3.32 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10006.780 - I - I I 1453.309 - I - I .438 - I - I 1453.747 - I - 5.00 - I - I 9.80 - I - I 1.49 - I - I 1455.24 .00 I I .79 1.65 I I 2.000 I .000 .00 I 1 .0 .252 .5188 .0411 - I - .01 - I - .44 - I - 3.11 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10007.040 - I - I I 1453.440 - I - .453 - I - I I 1453.893 - I - 5.00 - I - I 9.34 - I - I 1.35 - I - I 1455.25 .00 I I .79 1.67 I I 2.000 I .000 .00 I 1 .0 .222 .5188 .0359 - I - .01 - I - .45 - I - 2.91 - I - .24 - I - .013 - I - .00 .00 1- PIPE Y: \F60\ 400\ Calcs \Hydraulidaterals \CitrusIateral \Lateral E.doc Y: \F60 \400 \Calcs \HydrauI id aterals \CitrusIateral\LateralE.doc FILE: LateralE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:18:55 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral E - Q =5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super CriticallFlow ToplHeight /1Base Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip -I- L /Elem -I ICh Slope I - I - -I- I I -I- I -I- - I - SF Avel -I- HF ISE -I- DpthlFroude - I - NINorm -I Dp -I- I "N" - I - I X -Fall) ZR - I IType Ch I I I I I I 10007.260 1453.555 .469 1454.024 5.00 8.91 1.23 I 1455.26 .00 I .79 I 1.69 I 2.000 I I .000 .00 I 1 .0 - I - .197 - I - .5188 - I - - I - - I - - I - - I - .0314 - I - .01 - I - .47 - I - 2.73 .24 - I - - I - .013 - I - .00 .00 1 PIPE 10007.450 I I 1453.657 .485 I I 1454.143 I 5.00 8.49 I 1.12 i 1455.26 .00 I .79 I 1.71 I I 2.000 I .000 .00 I 1 .0 - I - .175 - I - .5188 - I - - I - - I - - I - - I - .0275 - I - .00 - I - .49 - I - 2.55 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10007.630 I I 1453.748 .501 I I 1454.249 I 5.00 8.10 I 1.02 I 1455.27 .00 I .79 I 1.73 I I 2.000 I .000 .00 I 1 .0 - I - .150 - I - .5188 - I - - I - - I - - I - - I - .0240 - I - .00 - I - .50 - I - 2.39 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10007.780 I I 1453.826 .519 I I 1454.345 I 5.00 7.72 I .93 I 1455.27 .00 I I .79 1.75 I I 2.000 I .000 .00 I 1 .0 - I - .133 - I - .5188 - I - - I - - I - - I - - I - .0210 - I - .00 - I - .52 - I - 2.24 - I - .24 - I - .013 - I - .00 .00 1- PIPE 10007.910 I I 1453.895 .537 I I 1454.432 - I - I 5.00 - I - 7.36 - I - I .84 - I - I 1455.27 - I - .00 I I .79 1.77 I I 2.000 I .000 .00 I 1 .0 - I - .117 - I - .5188 - I - .0184 .00 - I - .54 - I - 2.10 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10008.030 I I 1453.956 .555 I I 1454.511 I 5.00 7.02 I .76 I 1455.28 .00 I I .79 1.79 I I 2.000 I .000 .00 I 1 .0 - I - .099 - I - .5188 - I - - I - - I - - I - - I - .0161 - I - .00 - I - .56 - I - 1.96 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10008.130 I I 1454.007 .575 I I 1454.582 I 5.00 6.69 I .70 I 1455.28 .00 I I .79 1.81 I I 2.000 I .000 .00 I 1 .0 - I - .086 - 1 - .5188 -I - I - - I - - I - , - 1 - .0141 - 1 - .00 - 1 - .58 - 1 - 1.84 - I - .24 - I - .013 - 1 - .00 .00 1 PIPE 10008.210 I I 1454.051 .595 I I 1454.646 I 5.00 6.38 - I - I ..63 I 1455.28 .00 I I .79 1.83 I I 2.000 I .000 .00 I 1 .0 - I - .074 - I - .5188 - I - - I - - I - - I - .0123 - I - .00 - t - .60 - I - 1.72 - I - .24 - I - .013 - I - .00 .00 1 PIPE 10008.290 I I 1454.090 .615 I I 1454.705 - I - I 5.00 - I - 6.08 - I - I .57 I 1455.28 .00 I I .79 1.85 I I 2.000 I .000 .00 I 1 .0 - I - .060 - I - .5188 - I - - I - .0108 - I - .00 - I - .62 - I - 1.61 - I - .24 - I - .013 - I - .00 .00 1- PIPE Y: \F60 \400 \Calcs \HydrauI id aterals \CitrusIateral\LateralE.doc 9 0 FILE: LateralE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:18:55 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral E - Q =5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt] INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width - I - IDia. -FTlor - I - I.D.I - I - ZL IPrs /Pip - I - I - L /Elem ICh -I Slope I -I - I - I I - I - I - I - - I - SF Avel - I - HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I 10008.350 I 1454.121 .637 I I 1454.758 I 5.00 5.80 I .52 I 1455.28 .00 -I- .79 -I- I 1.86 -I- 2.000 -I- .000 -I- .00 1 .0 - I - .050 -I- .5188 -I- - I - -I- -I- -I- .0094 -I- .00 .64 1.50 .24 .013 .00 .00 1- PIPE I 10008.400 I 1454.147 .659 I I 1454.806 I 5.00 5.53 I .47 I 1455.28 .00 I .79 - I - I 1.88 - I - I 2.000 -I- I I .000 -I- .00 I 1 .0 -I .037 -I- .5188 -I- -I - I - -I- -I- .0083 - I - .00 - I - .66 1.41 .24 .013 .00 .00 1- PIPE I 10008.430 I 1454.166 .683 I I 1454.849 I 5.00 5.27 I .43 I 1455.28 .00 I .79 I 1.90 I 2.000 I I .000 .00 I 1 .0 - I - .030 - I - .5188 - I - - I - - I - - I - - I - .0073 - I - .00 - I - .68 - I - 1.31 - I - .24 - I - .013 - I - .00 .00 1- PIPE I 10008.460 I 1454.182 .707 I I 1454.889 I 5.00 5.03 I .39 I 1455.28 .00 I .79 I 1.91 I 2.000 I I .000 - I - .00 I 1 .0 - I - .021 - I - .5188 - I - - I - - I - - I - - I - .0064 - I - .00 - I - .71 - I - 1.23 - I - .24 - I - .013 .00 .00 1- PIPE I 10008.490 I 1454.193 .732 I I 1454.925 I 5.00 4.79 I .36 I 1455.28 - I - .00 - I - I .79 - I - I 1.93 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .011 - I - .5188 - I - - I - - I - - I - - I - .0056 .00 .73 1.15 .24 .013 .00 .00 1- PIPE I 10008.500 I 1454.198 .759 I I 1454.957 I 5.00 4.57 I .32 I 1455.28 .00 - I - I .79 - I - I 1.94 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .004 I - I - .5188 I - I - - I - I I - I - I - I - - I - .0049 I - I - .00 I .76 1.07 I .24 I .013 I .00 I .00 1- PIPE n Y:\F60 \400 \Calcs \HydrauI idaterals \Citruslateral\LateralE.doc 9 0 a FILE: LateralE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:18:55 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral E - Q =5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width -I- 1Dia. -FTlor -I- I.D.1 -I- ZL -I lPrs /Pip -I- L /Elem ICh -I- Slope I -I- -I- I -I- I -I- I -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm Dp I "N" I X -Fall) ZR IType Ch 10004.240 1451.990 .356 1452.346 5.00 13.21 2.71 1455.06 .00 .79 1.53 - I - 2.000 .000 - I - .00 1 .0 - I - .152 - I - .5188 - I - - I - - I - - I - - I - .1004 - I - .02 - I - .36 - I - 4.68 .24 - I - .013 .00 .00 1- PIPE I 10004.390 I 1452.069 .359 I 1452.428 I 5.00 I 13.04 I 2.64 I 1455.07 .00 I .79 I 1.54 I 2.000 I I .000 .00 I 1 .0 - I - 534 - I - .5188 - I - - i - - I - - I - - I - .0923 - I - .05 - I - .36 - I - 4.60 - I - .24 - I - .013 - I - .00 .00 I- PIPE I 10004.930 I 1452.346 371 I 1452.717 I 5.00 I 12.43 I 2.40 I 1455.12 .00 I .79 I 1.55 I 2.000 I I .000 .00 I 1 .0 - I - .471 - I - .5188 - I - - i - - I - - I - - I - .0806 - I - .04 - I - .37 - I - 4.31 - I - .24 - I - .013 - I - .00 .00 1- PIPE I 10005.400 I 1452.590 .383 I 1452.974 I 5.00 I 11.85 I 2.18 I 1455.16 .00 - I - I .79 - I - I 1.57 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .413 - I - .5188 - I - - I - - I - - I - - I - .0704 - I - .03 .38 4.04 .24 .013 .00 .00 1- PIPE I 10005.810 I 1452.805 .396 I 1453.201 I 5.00 I 11.30 - I - I 1.98 I 1455.18 - I - .00 - I - I .79 - I - I 1.59 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .363 - I - .5188 - I - - I - - I - - I - .0615 .02 .40 3.78 .24 .013 .00 .00 1- PIPE I 10006.170 I 1452.994 .410 I 1453.404 I 5.00 - I - I 10.78 I 1.80 - I - I 1455.21 - I - .00 - I - I .79 - I - I 1.61 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .322 - I - .5188 - I - - I - -I .0538 .02 .41 3.54 .24 .013 .00 .00 1 PIPE I 10006.500 I 1453.161 .424 I 1453.585 I 5.00 I 10.28 I 1.64 I 1455.22 - I - .00 - I - I .79 - I - I 1.64 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .286 - I - .5188 - I - - I - - I - - I - - I - .0470 .01 .42 3.32 .24 .013 .00 .00 1 PIPE I 10006.780 I 1453.309 .438 I 1453.747 - I - I 5.00 - I - I 9.80 - I - I 1.49 - I - I 1455.24 - I - .00 - I - I .79 - I - I 1.65 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .252 - I - .5188 - I - .0411 .01 .44 3.11 .24 .013 .00 .00 1- PIPE I 10007.040 I 1453.440 .453 I 1453.893 I 5.00 I 9.34 I 1.35 I 1455.25 .00 I .79 I 1.67 I 2.000 I I .000 .00 I 1 .0 - I - .222 - I - .5188 - I - - I - - I - - I - - I - .0359 - I - .01 - I - .45 - I - 2.91 - I - .24 - I - .013 - I - .00 .00 1- PIPE Y:\F60 \400 \Ca1cs \Hydraul iciaterals \Citruslateral \Lateral E.doc lil Y: \F60 \400 \Calcs \HydrauI icl aterals\C i trusl aterakLateral E.doc FILE: LateralE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:18:55 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral E - Q =5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wt1 INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l Elev I Depth I Width IDia. -FTIor I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Fall) ZR ]Type Ch 10007.260 1453.555 .469 1454.024 5.00 8.91 1.23 1455.26 - I - .00 - I - .79 - I - 1.69 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .197 - I - .5188 - I - - I - - I - - I - - I - .0314 .01 .47 2.73 .24 .013 .00 .00 1 PIPE I I 10007.450 I 1453.657 .485 I 1454.143 I I 5.00 8.49 I 1.12 I 1455.26 .00 -I- I .79 -I- I 1.71 -I- I 2.000 -I- I I .000 - I- .00 1 .0 - I - .175 -I- .5188 -I- -I- -I- -I- -I- .0275 -I .00 .49 2.55 .24 .013 .00 .00 1- PIPE I 10007.630 I 1453.748 .501 I 1454.249 I I 5.00 8.10 - I - I 1.02 - I - I 1455.27 - I - .00 - I - I .79 - I - I 1.73 - I - I 2.000 - I - I I .000 - I - .00 I 1 1- .0 - I - .150 - I - .5188 - I - - I - - I - .0240 .00 .50 2.39 .24 .013 .00 .00 PIPE I 10007.780 I 1453.826 .519 I 1454.345 I I 5.00 7.72 I .93 I 1455.27 .00 I .79 I 1.75 I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .133 - I - .5188 - I - - I - - I - - I - - I - .0210 - I - .00 - I - .52 - I - 2.24 - I - .24 .013 .00 .00 1- PIPE I I 10007.910 I 1453.895 .537 I 1454.432 I I 5.00 - I - 7.36 - I - I .84 - I - I 1455.27 - I - .00 - I - I .79 - I - I 1.77 - I - I 2.000 - I - I I .000 - I - .00 1 1- .0 - I - .117 - I - .5188 - I - - I - .0184 .00 .54 2.10 .24 .013 .00 .00 PIPE I I 10008.030 I 1453.956 .555 I 1454.511 I I 5.00 7.02 - I - I .76 - I - I 1455.28 - I - .00 - I - I .79 - I - I 1.79 - I - I 2.000 - I - I I .000 - I - .00 1 1- .0 - I - .099 - I - .5188 - I - - I - - I - .0161 .00 .56 1.96 .24 .013 .00 .00 PIPE I I 10008.130 I 1454.007 .575 I 1454.582 I I 5.00 6.69 - I - I .70 - I - I 1455.28 - I - .00 - I - I .79 - I - I 1.81 - I - I 2.000 - I - I I .000 - I - .00 1 1- .0 - I - .086 - I - .5188 - I - - I - - I - .0,141 .00 .58 1.84 .24 .013 .00 I I .00 PIPE I I 10008.210 I 1454.051 .595 I 1454.646 I I 5.00 - I - 6.38 -I- I .63 - I - I 1455.28 - I- .00 - I - I .79 - I - I 1.83 -I- I 2.000 -I- .000 - I - .00 1 1 .0 -I .074 -I- .5188 -I- -I- .0123 .00 .60 1,72 .24 .013 .00 .00 PIPE I 10008.290 I 1454.090 .615 I 1454.705 I I 5.00 6.08 - I - I .57 - I - I 1455.28 - I - .00 - I - I .79 I 1.85 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .060 - I - .5188 - I - - I - - I - .0108 .00 .62 -I 1.61 .24 .013 .00 .00 1 PIPE lil Y: \F60 \400 \Calcs \HydrauI icl aterals\C i trusl aterakLateral E.doc Y:\F60 \400 \Calcs \Hydraul i d ateral s\Citrusl ateralTateral E.doc FILE: LateralE.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:18:55 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral E - Q =5 cfs I Invert I Depth I Water I Q I Vel V01 I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.El.l - I - Elev - I - I Depth I -I- Width -I- IDia. -FTIor -I- I.D.I -I- ZL IPrs /Pip -I - I- L /Elem - I - ICh Slope -I- I I -I- -I- I I -I- -I SF Avel HF ISE DpthlFroude NINorm Dp I "N" I X -Falll ZR IType Ch I I I I I I I I 10008.350 I 1454.121 I I .637 1454.758 I I 5.00 5.80 .52 1455.28 .00 .79 1.86 2.000 - I - .000 - I - .00 1 .0 - I - .050 - I - .5188 - I - - I - - I - - I - - I - .0094 - I - .00 - I - .64 - I - 1.50 - I - .24 .013 .00 .00 1- PIPE 10008.400 I 1454.147 I .659 I 1454.806 I I 5.00 5.53 I .47 I 1455.28 .00 - I - I I .79 - I - 1.88 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .037 - I - .5188 - I - - I - - I - - I - - I - .0083 - I - .00 .66 1.41 .24 .013 .00 .00 1- PIPE 10008.430 I 1454.166 I .683 I 1454.849 I I 5.00 5.27 I .43 I 1455.28 .00 - I - I I .79 - I - 1.90 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 -I .030 - I - .5188 - I - - I - - I - - I - - I - .0073 - I - .00 .68 1.31 .24 .013 .00 .00 1- PIPE 10008.460 I 1454.182 I .707 I 1454.889 I I 5.00 5.03 I .39 I 1455.28 - I - .00 - I - I I .79 - I - 1.91 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .021 - I - .5188 - I - - I - - I - - I - - I - .0064 .00 .71 1.23 .24 .013 .00 .00 1 PIPE 10008.490 I 1454.193 I .732 I 1454.925 I I 5.00 4.79 I .36 I 1455.28 .00 I I .79 1.93 I 2.000 I I .000 '00 I 1 .0 .011 .5188 .0056 .00 .73 1.15 .24 .013 .00 .00 PIPE I 10008.500 I 1454.198 I .759 I 1454.957 I I 5.00 4.57 I .32 I 1455.28 .00 I I .79 1.94 I 2.000 I I .000 .00 1 .0 - I - .004 - I - .5188 I - I - I - I - I - I - I I - I - - I - .0049 I - I - .00 I - I - .76 - I - 1.07 I I - I - .24 - I - .013 I - I - .00 I .00 1- PIPE Y:\F60 \400 \Calcs \Hydraul i d ateral s\Citrusl ateralTateral E.doc s o 0 FILE: LateralF.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 1 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:30:25 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral F - Q= 5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width IDia. -FTIor I.D.I ZL IPrs /Pip -I- L /Elem -I- ICh Slope I -I- -I- I I -I- I -I- -I- SF Avel -I- HF ISE -I- DpthlFroude -I- NINorm -I- Dp -I- I "N" -I- I X -Fa111 -I ZR IType Ch 10007.070 1453.990 .334 1454.324 5.00 14.50 3.27 1457.59 .00 .79 1.49 2.000 .000 .00 1 .0 - I - .039 - I - 1.8256 - I - - I - - I - - I - - I - .1312 - I - .01 - I - .33 - I - 5.32 - I - .18 - I - .013 - I - .00 .00 1- PIPE 10007.110 I I 1454.060 .336 I I 1454.396 I 5.00 14.34 I 3.19 I 1457.59 .00 I .79 I 1.50 I 2.000 I I .000 .00 I 1 .0 - I - .164 - I - 1.8256 - I - - I - - I - - I - - I - .1210 - I - .02 - I - .34 - I - 5.24 - I - .18 - I - .013 - I - .00 .00 1 PIPE 10007.270 I I 1454.360 .347 I I 1454.707 I 5.00 13.68 I 2.90 I 1457.61 .00 I .79 I 1.51 I 2.000 I I .000 .00 I 1 .0 - I - .146 - I - 1.8256 - I - - I - - I - - I - - I - .1056 - I - .02 - I - .35 - I - 4.91 - I - .18 - I - .013 - I - .00 .00 1- PIPE 10007.420 I I 1454.627 .359 I I 1454.986 I 5.00 13.04 I 2.64 I 1457.63 .00 I .79 I 1.54 I 2.000 I I .000 .00 I 1 .0 - I - .132 - I - 1.8256 - I - - I - - I - - I - - I - .0923 - I - .01 - I - .36 - I - 4.60 - I - .18 - I - .013 - I - .00 .00 1 PIPE 10007.550 I I 1454.867 .371 I I 1455.238 I 5.00 12.43 I 2.40 I 1457.64 .00 I .79 I 1.55 I 2.000 I I .000 .00 I 1 .0 - I - .118 -I- 1.8256 -I- -I- -I- -I- -I- .0806 -I- .01 -I- .37 -I- 4.31 -I- .18 -I- .013 -I- .00 .00 1- PIPE 10007.670 I I 1455.083 .383 I I 1455.466 - I - I 5.00 - I - 11.85 - I - I 2.18 - I - I 1457.65 - I - .00 - I - I .79 - I - I 1.57 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .105 - I - 1.8256 - I - .0704 .01 .38 4.04 .18 .013 .00 .00 1 PIPE 10007.770 I I 1455.276 .396 I I 1455.672 I 5.00 11.30 - I - I 1.98 I 1457.66 .00 - I - I .79 - I - I 1.59 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 - I - .095 - I - 1.8256 - I - - I - - I - - I - .0615 - I - .01 .40 3.78 .18 .013 .00 .00 1- PIPE 10007.870 I I 1455.448 .410 I I 1455.858 I 5.00 - I - 10.78 - I - I 1.80 - I - I 1457.66 - I - .00 - I - I .79 I 1.61 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 -I- .085 -I 1.82 - I - - I - .0538 .00 .41 - I - 3.54 .18 .013 .00 .00 1- PIPE 10007.950 I I 1455.602 .424 I I 1456.026 I 5.00 - I - 10.28 - I - I 1.64 - I - I 1457.67 - I - .00 I .79 I 1.64 I 2.000 - I - I I .000 .00 I 1 .0 - I - .076 - I - 1.8256 - I - - I - .0470 .00 - I - .42 - I - 3.32 - I - .18 .013 - I - .00 .00 1 PIPE Y: \F60 \400 \C alcs \HydrauI ielaterals \Citruslateral \Lateral F.doc • o e FILE: LateralF.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 2 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:30:25 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral F - Q= 5 cfs I Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /[Base Wtl INo Wth Station -I- I Elev -I- I (FT) -I I Elev I - I - (CFS) I - I - (FPS) - I - Head I Grd.El.l Elev I Depth I Width IDia. -FT1or I.D.1 ZL IPrs /Pip L /Elem ICh Slope I I I I - I - SF Avel - I - - I- HF ISE Dpth[Froude -I- NINorm Dp - I - -I- I "N" - I - I X -Fall) ZR -I IType Ch I I I I I 10008.030 - I - 1455.741 - I - .438 - I - 1456.179 - I - 5.00 - I - 9.80 I 1.49 I 1457.67 .00 I .79 I 1.65 I 2.000 I I .000 .00 I 1 .0 .067 1.8256 - I - - I - .0411 - I - .00 - I - .44 - I - 3.11 .18 - I - - I - .013 - I - .00 .00 1 PIPE 10008.100 - I - I 1455.864 - I - I .453 - I - I I 1456.317 - I - I 5.00 - I - 9.34 I 1.35 I 1457.67 .00 I .79 I 1.67 I 2.000 I I .000 .00 I J .0 .060 1.8256 - I - - I - .0359 - I - .00 - I - .45 - I - 2.91 .18 - I - - I - .013 - I - .00 .00 1- PIPE 10008.160 - I - I 1455.974 - I - I .469 - I - I I 1456.443 - I - I 5.00 - I - 8.91 I 1.23 I 1457.67 .00 I .79 I 1.69 I 2.000 I I .000 .00 I 1 .0 .054 1.8256 - I - - I - .0314 - I - .00 - I - .47 - I - 2.73 .18 - I - - I - .013 - I - .00 .00 1- PIPE 10008.210 - I - I 1456.071 - I - I .485 - I - t I 1456.556 - I - I 5.00 - I - 8.49 I 1.12 I 1457.68 .00 I .79 I 1.71 I 2.000 I I .000 .00 I 1 .0 .048 1.8256 - i - - I - .0275 - I - .00 - I - .49 - I - 2.55 .18 - I - - I - .013 - I - .00 .00 1- PIPE 10008.260 - I - I 1456.158 - I - I .501 - I - I I 1456.660 - I - I 5.00 8.10 i 1.02 I 1457.68 .00 I .79 I 1.73 I 2.000 I I .000 .00 I 1 .0 .041 1.8256 I - I - - I - - I - .0240 - I - .00 - I - .50 - I - 2.39 - I - .18 - I - .013 - I - .00 .00 1- PIPE 10008.300 -I- 1456.234 -I- I .519 -I- I I 1456.753 -I- I 5.00 -I- 7.72 I .93 I 1457.68 .00 I .79 I 1.75 I 2.000 I I .000 .00 I 1 .0 .037 1.8256 I I -I- -I- .0210 -I- .00 -I- .52 -I- 2.24 -I- .18 -I- .013 -I- .00 .00 1- PIPE 10008.340 1456.301 .537 I I 1456.838 I 5.00 7.36 I .84 I 1457.68 .00 I I .79 1.77 I 2.000 I I .000 .00 I 1 .0 .032 1.8256 I I .0'184 .00 .54 2.10 .18 .013 .00 .00 PIPE 10008.370 - I - 1456.360 - I - .555 - I - I I 1456.915 - I - I 5.00 - I - 7.02 I .76 I 1457.68 .00 I I .79 1.79 I 2.000 I I .000 .00 I 1 .0 .027 1.8256 I I I - I - - I - .0161 - I - .00 - I - .56 - I - 1.96 - I - .18 - I - .013 - I - .00 .00 1 PIPE 10008.400 - I - 1456.410 - I - .575 - I - I 1456.985 I 5.00 6.69 I .70 I 1457.68 .00 I I .79 1.81 I 2.000 I I .000 .00 I 1 .0 .023 1.8256 - I - - I - - I - - I - .0141 - I - .00 - I - .58 - I - 1.84 - I - .18 - I - .013 - I - .00 .00 1- PIPE Y: \F60 \400 \Calcs \HydrauI id ateral s\C itrusl ateral\Lateral F.doc e o e FILE: LateralF.WSW W S P G W- CIVILDESIGN Version 14.03 PAGE 3 Program Package Serial Number: 1411 WATER SURFACE PROFILE LISTING Date: 6 -27 -2002 Time: 9:30:25 Citrus Avenue Widening Project 100 YR Citrus Lateral Lateral F - Q= 5 cfs Invert I Depth I Water I Q I Vel Vel I Energy I Super ICriticallFlow ToplHeight /IBase Wtl INo Wth Station I Elev I (FT) I Elev I (CFS) I (FPS) Head I Grd.E1.1 Elev I Depth I Width - I - IDia. -FTIor - I - I.D.1 - I - ZL - I IPrs /Pip - I - L /Elem ICh - I - Slope I - I - I - I - I - I - I - I - - I - SF Avel - I - HF ISE - I - DpthlFroude - I - NINorm Dp I "N" I X -Fall) ZR IType Ch I I I I I I I I 10008.420 I 1456.453 I .595 I 1457.049 I 5.00 6.38 I .63 1457.68 .00 .79 1.83 - I - 2.000 - I - .000 - I - .00 1 .0 - I - .021 - I - 1.8256 - I - - I - - I - -I -I .0123 - I - .00 -I- .60 -I 1.72 .18 .013 .00 .00 1 PIPE I 10008.440 I 1456.491 I .615 I 1457.106 I 5.00 6.08 I .57 I 1457.68 .00 I .79 I 1.85 I 2.000 I I .000 .00 I 1 .0 .017 1.8256 .0108 .00 .62 1.61 .18 .013 I .00 I .00 PIPE I I 10008.460 I 1456.522 .637 I I 1457.159 I 5.00 5.80 I .52 I 1457.68 .00 I .79 I 1.86 2.000 I .000 .00 1 .0 .014 1.8256 .0094 .00 .64 1.50 .18 .013 .00 .00 PIPE T 10008.470 I 1456.547 .659 I I 1457.206 I 5.00 5.53 I .47 I 1457.68 .00 I .79 I 1.88 I 2.000 I I .000 - I - .00 I 1 .0 - I - .011 - I - 1.8256 - I - - I - - I - - I - - I - .0083 - I - .00 - I - .66 - I - 1.41 - I - .18 - I - .013 .00 .00 1 PIPE I 10008.480 I 1456.567 .683 I I 1457.250 I 5.00 5.27 I .43 I 1457.68 - I - .00 - I - I .79 - I - I 1.90 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 1- - I - .009 - I - 1.8256 - I - - I - - I - - I - - I - .0073 .00 .68 1.31 .18 .013 .00 .00 PIPE I 10008.490 I 1456.582 .707 I 1457.289 I I 5.00 5.03 I .39 I 1457.68 - I - .00 - I - I .79 - I - I 1.91 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 1 - I - .006 - I - 1.8256 - I - - I - - I - - I - - I - .0064 .00 .71 1.23 .18 .013 .00 .00 PIPE I 10008.500 I 1456.593 .732 I 1457.325 I I 5.00 4.79 - I - I .36 - I - I 1457.68 - I - .00 - I - I .79 - I - I 1.93 - I - I 2.000 - I - I I .000 - I - .00 I 1 .0 1 - I - .003 - I - 1.8256 -1 - I - - I - .0056 .00 .73 1.15 .18 .013 .00 I .00 PIPE I I 10008.500 I 1456.598 .759 I 1457.357 I I 5.00 - I - 4.57 - I - I .32 - I - I 1457.68 - I - .00 - I - I .79 - I - I 1.94 - I - I 2.000 - I - I .000 - I - .00 1 .0 1- - I - .001 I - I - 1.8256 I - I - - I - I I I .0049 I .00 .76 1.07 .18 .013 .00 .00 PIPE Y:\F60\400\Calcs\Hydrauliclaterals\Citruslateral\LateralF.doc Lol 25 Year Storm 0 1�1 • i 1 !� U Qv)t#MrI- M-4 r 7 D RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983 -2000 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/2000 License ID 1395 Analysis prepared by: BOYLE ENGINEERING CORPORATION CORPORATE HEADQUARTERS 1501 QUAIL STREET NEWPORT BEACH, CALIFORNIA, PH 949 - 476 -3300 * * * * * * * * * * * * * * * * * * * * * * * * ** DESCRIPTION OF STUDY * * * * * * * * * * * * * * * * * * * * * * * * ** * CITRUS AVENUE WIDENING JN OC -F60- 400 -00 TASK 204 * CLIENT: CITY OF FONTANA * 25 YEAR HYDROLOGY MODELED FOR PROPOSED CATCH BASINS FILE NAME: 25YRCB.DAT - -- TIME /DATE OF STUDY: 13:28 04/11/2002 -- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: -- *TIME -OF- CONCENTRATION MODEL*- - USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *USER- DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN /HR) vs. LOG(Tc;MIN)) = 0.6000 USER SPECIFIED 1 -HOUR INTENSITY(INCH /HOUR) = 1.2500 *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* +--------------------------------------------------------------------- - - - - -+ I BEGIN AT 210 FREEWAY AND CITRUS AVENUE I I I I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 21 -------------- — ------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< >>USE TIME —OF— CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW— LENGTH(FEET) = 1000.00 ELEVATION DATA: UPSTREAM(FEET) = 1520.00 DOWNSTREAM(FEET) = 1494.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.997 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 3.663 SUBAREA Tc AND LOSS RATE DATA(AMC II): Y:\F60\ 400 \Calcs \Hydrology \CatchBasin\25YRCB.doc Page 1 of 15 D DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 4.60 . 0.98 0.10 32 10.00 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 14.76 TOTAL AREA(ACRES) = 4.60 PEAK FLOW RATE(CFS) = 14.76 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 62 ---------------------------------------------------------------------------- » » >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« «< » » >( STREET TABLE SECTION # 1 USED) ««< UPSTREAM ELEVATION(FEET) = 1494.00 DOWNSTREAM ELEVATION(FEET) = 1479.00 STREET LENGTH(FEET) = 660.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Mannirig's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 29.64 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.60 HALFSTREET FLOOD WIDTH(FEET) = 24.26 AVERAGE FLOW VELOCITY(FEET /SEC.) = 5.44 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 3.24 STREET FLOW TRAVEL TIME(MIN.) = 2.02 Tc(MIN.) = 12.02 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 3.280 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN COMMERCIAL A 10.38 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 10.38 SUBAREA RUNOFF(CFS) = 29.73 EFFECTIVE AREA(ACRES) = 14.98 AREA - AVERAGED Fm(INCH /HR) = 0.10 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 14.98 PEAK FLOW RATE(CFS) _ 42.91 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.66 HALFSTREET FLOOD WIDTH(FEET) = 28.09 FLOW VELOCITY(FEET /SEC.) = 5.93 DEPTH *VELOCITY(FT *FT /SEC.) = 3.94 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 103.00 = 1660.00 FEET. +--------------------------------------------------------------------- - - - - -+ 1 104.00 IS PROPOSED CATCH BASIN AT NORTHEAST CORNER (ECR) 1 OF CITRUS AVENUE & WALNUT STREET I I I -- +--------------------------------------------------------------- .------ - - - - -+ Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 2 of 15 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 103.00 TO NODE 104.00 IS CODE = 62 ---------------------------------------------------------------------------- » »>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< » » >( STREET TABLE SECTION # 1 USED) ««< , ----------------------------------------=----------------------------------- ---------------------------------------------------------------------------- UP.STREAM ELEVATION(FEET) = 1479.00 DOWNSTREAM ELEVATION(FEET) = 1452.50 STREET LENGTH(FEET) = 1220.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 58.34 ** *STREET FLOW SPLITS OVER STREET - CROWN * ** FULL DEPTH(FEET) = 0.70 FLOOD WIDTH(FEET) = 31.58 -- FULL HALF - STREET VELOCITY(FEET /SEC.) = 6.05 SPLIT DEPTH(FEET) = 0.43 SPLIT FLOOD WIDTH(FEET) = 14.73 SPLIT FLOW(CFS) = 8.37 SPLIT VELOCITY(FEET /SEC.) = 3.93 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.70 HALFSTREET FLOOD WIDTH(FEET) = 31.58 AVERAGE FLOW VELOCITY(FEET /SEC.) = 6.05 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 4.23 STREET FLOW TRAVEL TIME(MIN.) = 3.36 Tc(MIN.) = 15.38 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.829 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 15.28 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 15.28 SUBAREA RUNOFF(CFS) = 30.86 EFFECTIVE AREA(ACRES) = 30.26 AREA - AVERAGED Fm(INCH /HR) = 0.34 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.35 TOTAL AREA(ACRES) = 30.26 PEAK FLOW RATE(CFS) = 67.69 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.70 HALFSTREET FLOOD WIDTH(FEET) = 31.58 FLOW VELOCITY(FEET /SEC.) = 6.05 DEPTH *VELOCITY(FT *FT /SEC.).= 4.23 LONGEST FLOWPATH FROM NODE 101.00 TO NODE 104.00 = 2880.00 FEET. +--------------------------------------------------------------------- - - - - -+ BEGIN AT HIGHLAND AVENUE & OLEANDER AVENUE I I I _ I I +--------------------------------------------------------------------- - - - - -+ FLOW PROCESS FROM NODE 115.00 TO NODE 121.00 IS CODE .= 21 Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 3 of 15 [7 [7 In ------------------------------------------------------_---------------------- » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 550.00 , ELEVATION DATA: UPSTREAM(FEET) = 1507.00 DOWNSTREAM(FEET) = 1495.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.152 * 25 YEAR RAINFALL INTENSITY(INCH /HR) -= 4.140 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) COMMERCIAL A 6.34 0.98 0.10 32 8.15 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 23.07 TOTAL AREA(ACRES) = 6.34 PEAK FLOW RATE(CFS) = 23.07 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 51 ----------------------------------------------------------------------------- »» >COMPUTE TRAPEZOIDAL CHANNEL FLOW« «< » »>TRAVELTIME THRU, SUBAREA (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1495.00 DOWNSTREAM(FEET) = 1478.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 800.00 CHANNEL SLOPE = 0.0213 CHANNEL BASE(FEET) = 25.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.025 MAXIMUM DEPTH(FEET) = 1.00 CHANNEL FLOW THRU SUBAREA(CFS) = 23.07 FLOW VELOCITY(FEET /SEC) = 3.52 FLOW DEPTH(FEET) = 0.26 TRAVEL TIME(MIN.) = 3.79 Tc(MIN.) = 11.94 LONGEST FLOWPATH FROM NODE 115.00 TO NODE 122.00 = 1350.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 81 ---------------------------------------------------------------------------- » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW « «< MAINLINE Tc(MIN) = 11.94 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 3.293 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 12.21 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 12.21 SUBAREA RUNOFF(CFS) = 29.76 EFFECTIVE AREA(ACRES) = 18.55 AREA - AVERAGED Fm(INCH /HR) = 0.42 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.43 TOTAL AREA(ACRES) = 18.55 PEAK FLOW RATE(CFS) = 47.99 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 51 ---------------------------------------------------------------------------- .»»>COMPUTE TRAPEZOIDAL CHANNEL FLOW« «< Y:\F60\ 400 \Calcs \Hydrology \CatchBasin\25YRCB.doc Page 4 of 15 »»>TRAVELTIME THRU SUBAREA (EXISTING ELEMENT) ««< ELEVATION DATA: UPSTREAM(FEET) = 1479.00 DOWNSTREAM(FEET) = 1451.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 1950.00 CHANNEL SLOPE = 0.0141 CHANNEL BASE(FEET) = 25.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.025 MAXIMUM DEPTH(FEET) = 1.00 CHANNEL FLOW THRU SUBAREA(CFS) = 47.99 FLOW VELOCITY(FEET /SEC) = 4.15 FLOW DEPTH(FEET) = 0.46 TRAVEL TIME(MIN.) = 7.83 Tc(MIN.) = 19.77 LONGEST FLOWPATH FROM NODE 115.00 TO NODE 123.00 = 3300.00 FEET. +--------------------------------------------------------------------- - - - - -+ 123.00 IS PROPOSED CATCH BASIN AT NORTHEAST CORNER (BCR) OF I WALNUT STREET & CITRUS AVENUE I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW ««< MAINLINE Tc(MIN) = 19.77 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.433 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 18.93 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS MATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 18.93 SUBAREA RUNOFF(CFS) = 31.49 EFFECTIVE AREA(ACRES) = 37.48 AREA - AVERAGED Fm(INCH /HR) = 0.50 AREA- AVERAGED Fp(INCH /HR) = 0.97 AREA- AVERAGED Ap = 0.52 TOTAL AREA(ACRES) = 37.48 PEAK FLOW RATE(CFS) = 65.12 +--------------------------------------------------------------------- - - - - -+ BEGIN SOUTH SIDE OF WALNUT STREET AT OLEANDER AVENUE. FLOW WESTERLY I TOWARDS CITRUS AVENUE. I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 130.00 TO NODE 131.00 IS CODE = 21 ---------------------------------------------------------------------- - - - - -- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< >>USE.TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< --------------------------------------------------------------------------- ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW- LENGTH(FEET) = 670.00 ELEVATION DATA: UPSTREAM(FEET) = 1459.00 DOWNSTREAM(FEET) = 1455.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANG SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = * 25 YEAR RAINFALL INTENSITY(INCH /HR) = SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA LAND USE GROUP (ACRES) E)]* *0.20 15.493 2.817 Fp Ap SCS Tc jINCH /HR) (DECIMAL)._. CN (MIN.) Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 5 of 15 RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 0.46 0.98 0.60 32 15.49 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA RUNOFF(CFS) = 0.92 TOTAL AREA(ACRES) = 0.46 PEAK FLOW RATE(CFS) = 0.92 +---------------= ----------------------------------------------------- - - - - -+ 1 132.00 IS PROPOSED CATCH BASIN AT SOUTHEAST CORNER (ECR) OF I WALNUT STREET AND CITRUS AVENUE I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 131.00 TO NODE 132.00 IS CODE = 62 ---------------------------------------------------------------------------- »» >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »» >( STREET TABLE SECTION # 1 USED) ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UPSTREAM ELEVATION(FEET) = 1455.00 DOWNSTREAM ELEVATION(FEET) = 1451.50 STREET LENGTH(FEET) = 670.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to- curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 1.26 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.31 HALFSTREET FLOOD WIDTH(FEET) = 8.53 AVERAGE FLOW VELOCITY(FEET /SEC.) = 1.50 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 0.47 STREET FLOW TRAVEL TIME(MIN.) = 7.45 Tc(MIN.) = 22.94 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.225 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 0.46 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES)_= 0.46 SUBAREA RUNOFF(CFS) = 0.68 EFFECTIVE AREA(ACRES) = 0.92 AREA - AVERAGED Fm(INCH /HR) = 0.59 AREA- AVERAGED Fp(INCH /HR) = 0.97 AREA- AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 0.92 PEAK FLOW RATE(CFS) = 1.36 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.32 HALFSTREET FLOOD WIDTH(FEET) = 8.91 FLOW VELOCITY(FEET /SEC.) = 1.51 DEPTH *VELOCITY(FT *FT /SEC.) = 0.48 LONGEST FLOWPATH FROM NODE 130.00 TO NODE 132.00 = 1340.00 FEET. Y:\F60\ 400 \Calcs \Hydrology \CatchBasin\25YRCB.doc Page 6 of 15 rt r1w +--------------------------------------------------------------------- - - - - -+ I BEGIN AT 210 FREEWAY, WEST SIDE OF CITRUS AVENUE I I I I +-------------------------------------------------------- - - - - - ------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 141.00 TO NODE 142.00 IS CODE = 21 --------------------------------------------- ------------------------------ » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW- LENGTH(FEET) = 1000.00 ELEVATION DATA: UPSTREAM(FEET) = 1516.00 DOWNSTREAM(FEET) = 1488.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.•850 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 3.696 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) COMMERCIAL A 0.40 0.98 RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 2.31 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = - SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.53 SUBAREA RUNOFF(CFS) = 7.76 TOTAL AREA(ACRES) = 2.71 PEAK FLOW RATE(CFS) Ap SCS Tc (DECIMAL) CN (MIN.) 0.10 32 9.85 ARM 0.60 32 13..35 7.76 +--------------------------------------------------------------------- - - - - -+ 1 143.00 IS PROPOSED CATCH BASIN AT NORTHWEST CORNER OF I I WALNUT STREET AND CITRUS AVENUE I I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 142.00 TO NODE 143.00 IS CODE = 62 --------------------------------------------------------- 7 ------------------ »» >COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< » »>( STREET TABLE SECTION # 1 USED) ««< UPSTREAM ELEVATION(FEET) = 1488.00 DOWNSTREAM ELEVATION(FEET) = 1453.00 STREET LENGTH(FEET) = 1560.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0..0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 14.27 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET). = 0.49 Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 7 of 15 70 D HALFSTREET FLOOD WIDTH(FEET) = 18.24 14.118 AVERAGE FLOW VELOCITY(FEET /SEC.) = 4.51 2.978 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 2.20 DATA(AMC II): STREET FLOW TRAVEL TIME(MIN.) = 5.77 Tc(MIN.) = 15.62 DEVELOPMENT TYPE/ * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.803 , Fp SUBAREA LOSS RATE DATA(AMC II): GROUP (ACRES) DEVELOPMENT TYPE / SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL A 2.49 "3 -4 DWELLINGS /ACRE" A 6.43 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 /HR) _ SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 AREA'FRACTION, Ap SUBAREA AREA(ACRES) = 6.43 SUBAREA RUNOFF(CFS) = 12.84 SUBAREA RUNOFF(CFS) = EFFECTIVE AREA(ACRES) = 9.14 AREA - AVERAGED Fm(INCH /HR) = 0.56 AREA - AVERAGED Fp(INCH /HR) = 0.97 AREA - AVERAGED Ap = 0.58 2.49 PEAK FLOW TOTAL AREA(ACRES) = 9.14 PEAK FLOW RATE(CFS) = 18.42 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.52 HALFSTREET FLOOD WIDTH(FEET) = 20.20 FLOW VELOCITY(FEET /SEC.) = 4.80 DEPTH *VELOCITY(FT *FT /SEC.) = 2.51 LONGEST FLOWPATH FROM NODE 141.00 TO NODE 143.00 = 2560.00 FEET. +--------------------------------------------------------------------- - - - - -+ 146.00 IS PROPOSED CATCH BASIN ON WEST SIDE OF CITRUS AVENUE 650 FEET SOUTH OF WALNUT STREET I I +--------------------------------------------------------------------- - - - - -+ FLOW PROCESS FROM NODE 145.00 TO NODE 146.00 IS CODE = 21 --------------------•-------------------------------------------------- - - - - -- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 850.00 ELEVATION DATA: UPSTREAM(FEET) = 1451.50 DOWNSTREAM(FEET) = 1438.50 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 14.118 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.978 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 2.49 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) _ SUBAREA AVERAGE PERVIOUS AREA'FRACTION, Ap = 0.60' SUBAREA RUNOFF(CFS) = 5.36 TOTAL AREA(ACRES) = 2.49 PEAK FLOW RATE(CFS) Ap SCS Tc (DECIMAL) CN (MIN.) N •: 0.60 32 14.12 5.36 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 150.00 TO NODE 151.00 IS CODE = 21 ---------------------------------------------------------------------------- » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 940.00 Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 8 of 15 ELEVATION DATA: UPSTREAM(FEET) _ 1457.00 DOWNSTREAM(FEET) = 1443.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 14.776 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.898 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 4.78 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) _ SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA RUNOFF(CFS) = 9.95 TOTAL AREA(ACRES) = 4.78 PEAK FLOW RATE(CFS) Ap SCS Tc (DECIMAL) CN (MIN.) 0.60 32 14.78 Om - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 152.00 IS PROPOSED CATCH BASIN ON EAST SIDE OF CITRUS AVENUE 1 1 650 FEET SOUTH OF WALNUT STREET 1 I I +--------------------------------------------------------------------- - - - - -+ FLOW PROCESS FROM NODE 151.00 TO NODE 152.00 IS CODE = 62 --------------------------------------------------------- ------------------- »»>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA ««< » » >( STREET TABLE SECTION # 1 USED)<<<<< UPSTREAM ELEVATION(FEET) = 1443.00 DOWNSTREAM ELEVATION(FEET) = 1439.00 STREET LENGTH(FEET) = 680.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 18.34 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.63 HALFSTREET FLOOD WIDTH(FEET) = 26.21 AVERAGE FLOW VELOCITY(FEET /SEC.) = 2.90 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.83 STREET FLOW TRAVEL TIME(MIN.) = 3.91 Tc(MIN.) = 18.69 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.517 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 9.62 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 9.62 SUBAREA RUNOFF(CFS) = 16.73 EFFECTIVE AREA(ACRES) = 14..40 AREA- AVERAGED_Fm(INCH /HR) = 0.59.. Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 9 of 15 AREA- AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 14.40 PEAK FLOW RATE(CFS) = 25.04 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.69 HALFSTREET FLOOD WIDTH(FEET) = 30.77 FLOW VELOCITY(FEET /SEC.) = 3.12 DEPTH *VELOCITY(FT *FT /SEC.) = 2.16 LONGEST FLOWPATH FROM NODE 150.00 TO NODE 152.00 = 1620.00 FEET. +--------------------------------------------------------------------- - - - - -+ 1 156.00 IS PROPOSED CATCH BASIN ON NORTHWEST CORNER (BCR) OF I I CITRUS AVENUE AND CHASE ROAD I I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 155.00 TO NODE 156.00 IS CODE = 21 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 880.00 ELEVATION DATA: UPSTREAM(FEET) = 1439.00 DOWNSTREAM(FEET) = 1424.00 Tc.= K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 14.008 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.992 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 2.92 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA RUNOFF(CFS) = 6.33 Ap SCS Tc (DECIMAL) CN (MIN.) 1 •: TOTAL AREA(ACRES) = 2.92 PEAK FLOW RATE(CFS) = 0.60 32 14.01 6.33 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 157.00 TO NODE 158.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 970.00 ELEVATION DATA: UPSTREAM(FEET) = 1443.00 DOWNSTREAM(FEET) = 1430.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.282 r * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.840 SUBAREA Tc AND LOSS RATE.DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 5.02 0.98 0.60 32 15.28 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA RUNOFF(CFS) = 10.19 TOTAL AREA(ACRES) = 5.02. PEAK FLOW RATE(CFS) = 10.19 Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 10 of 15 r +--------------------------------------------------------------------- - - - - -+ 1 159.00 IS PROPOSED CATCH BASIN AT NORTHEAST CORNER (ECR) OF CITRUS AVENUE AND CHASE ROAD +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 158.00 TO NODE 159.00 IS CODE = 62 » »>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA««< »» >( STREET TABLE SECTION # 1 USED) « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- UPSTREAM ELEVATION(FEET) = 1430.00 DOWNSTREAM ELEVATION(FEET) = 1425.00 STREET LENGTH(FEET) = 740.00 CURB HEIGHT(INCHES) = 8.0 STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF= 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 18.78 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.62 HALFSTREET FLOOD WIDTH(FEET) = 25.74 AVERAGE FLOW VELOCITY(FEET /SEC.) 3.07 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 1.91 STREET FLOW TRAVEL TIME(MIN.) = 4.01 Tc(MIN.) = 19.30 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.469 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 10.10 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AAEA(ACRES) = 10.10 SUBAREA RUNOFF(CFS) = 17.13 EFFECTIVE AREA(ACRES) = 15.12 AREA - AVERAGED Fm(INCH /HR) = 0.58 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA - AVERAGED Ap = 0.60 TOTAL AREA(ACRES) = 15.12 PEAK FLOW RATE(CFS) = 25.64 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.68 HALFSTREET FLOOD WIDTH(FEET) = 29.73 FLOW VELOCITY(FEET /SEC.) = 3.32 DEPTH *VELOCITY(FT *FT /SEC.) = 2.26 LONGEST FLOWPATH FROM NODE 157.00 TO NODE 159.00 = 1710.00 FEET. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 161.00 TO NODE 162.00 IS CODE = 21 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 11 of 15 m ro C INITIAL SUBAREA FLOW- LENGTH(FEET) = 1080.00 ELEVATION DATA: UPSTREAM(FEET) = 1430.00 DOWNSTREAM(FEET) = 1414.50 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 15.736 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.790 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 5.83 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA RUNOFF(CFS) = 11.57 TOTAL AREA(ACRES) = 5.83 PEAK FLOW RATE(CFS) Ap SCS Tc (DECIMAL) CN (MIN.) 0.60 32 15.74 0.97 11.57 +----------------------------------------------------------- 1 163.00 IS CATCH BASIN ON EAST SIDE OF CITRUS AVENUE 1.650 FEET NORTH OF BASELINE AVENUE I +----------------------------------------------------- - - - - -- I I I ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 162.00 TO NODE 163.00 IS CODE = 62 ---------------------------------------------------------------------------- » »>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA« «< »»>( STREET TABLE SECTION # 1 USED) « «< UPSTREAM ELEVATION(FEET) = 1414.50 DOWNSTREAM ELEVATION(FEET) = 1410.00 STREET LENGTH(FEET) = 690.00 CURB HEIGHT(INCHES) = 8.0 .- STREET HALFWIDTH(FEET) = 30.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.018 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.018 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREET PARKWAY CROSSFALL(DECIMAL) = 0.020 Manning's FRICTION FACTOR for Streetflow Section(curb -to -curb) = 0.0150 Manning's FRICTION FACTOR for Back -of -Walk Flow Section = 0.0200 * *TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 21.40 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.65 HALFSTREET FLOOD WIDTH(FEET) = 27.30 AVERAGE FLOW VELOCITY(FEET /SEC.) = 3.12 PRODUCT OF DEPTH &VELOCITY(FT *FT /SEC.) = 2..03 STREET FLOW TRAVEL TIME(MIN.) = 3.68 Tc(MIN.) = 19.42 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.460 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 11.61 0.98 0.60 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA AREA(ACRES) = 11.61 SUBAREA RUNOFF(CFS).= 19.59 Y:\F60\ 400 \Calcs \Hydrology \CatchBasin\25YRCB.doc Page 12 of 15 EFFECTIVE AREA(ACRES) = 17.44 AREA - AVERAGED Fm(INCH /HR) = 0.59 AREA - AVERAGED Fp(INCH /HR) = 0.98 AREA- AVERAGED.Ap = 0.60 TOTAL AREA(ACRES) = 17.44 PEAK FLOW RATE(CFS) = 29.42 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.70 HALFSTREET FLOOD WIDTH(FEET) = 31.58 FLOW VELOCITY(FEET /SEC.) = 3.32 DEPTH *VELOCITY(FT *FT /SEC.) = 2.32 *NOTE: INITIAL SUBAREA NOMOGRAPH WITH SUBAREA PARAMETERS, AND L = 690.0 FT WITH ELEVATION -DROP = 4.5 FT, IS 23.4 CFS, WHICH EXCEEDS THE TOP -OF -CURB STREET CAPACITY AT NODE 163.00 LONGEST FLOWPATH FROM NODE 161.00 TO NODE 163.00 = 1770.00 FEET. +--------------------------------------------------------------------- - - - - -+ 1 165.00 IS PROPOSED CATCH BASIN ON WEST SIDE OF CITRUS AVENUE 1 650 FEET NORTH OF BASELINE AVENUE I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 165.00 TO NODE 166.00 IS CODE = 21 ---------------------------------------------------------------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< -- >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 840.00 ELEVATION DATA: UPSTREAM(FEET) = 1423.00 DOWNSTREAM(FEET) = 1410.50 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 16.563 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.706 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN (MIN.) PUBLIC PARK A 2.69 0.98 0.85 32 16.56 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.97 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.85 SUBAREA RUNOFF(CFS) = 4.54 TOTAL AREA(ACRES) = 2.69 PEAK FLOW RATE(CFS) = 4.54 +--------------------------------------------------------------------- - - - - -+ 172.00 IS PROPOSED CATCH BASIN AT NORTHWEST CORNER (BCR) OF I CITRUS AVENUE AND BASELINE AVENUE I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 171.00 TO NODE 172.00 IS CODE - 21 ---------------------------------------------------------------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS« «< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA-FLOW-LENGTH(FEET) = 780.00 ELEVATION DATA: UPSTREAM(FEET) = 1410.00 DOWNSTREAM(FEET) = 1395.00 Tc = K *[(LENGTH ** 3.00) /( ELEVATION CHANGE)]* *0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.614 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 3.750 Y:\F60\ 400 \Calcs \Hydrology \CatchBasin\25YRCB.doc Page 13 of 15 m rol SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) COMMERCIAL A 2.60 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) _ SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 8.55 TOTAL AREA(ACRES) = 2.60 ' PEAK FLOW RATE(CFS) Ap SCS Tc (DECIMAL) CN (MIN.) 0.10 32 9.61 0.98 , 8.55 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 175.00 TO NODE 176.00 IS CODE = 21 ---------------------------------------------------------------------------- »» >RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF- CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW- LENGTH(FEET) = 620.00 ELEVATION DATA: UPSTREAM(FEET) = 1415.50 DOWNSTREAM(FEET) = 1411.00 Tc = K *[(LENGTH ** 3.00) /(ELEVATION CHANGE)]* *0.20 Ap SCS Tc (DECIMAL) CN (MIN.) 161M 0.60 32 14.44 TOTAL AREA(ACRES) = 1.13 PEAK FLOW RATE(CFS) = 2.39 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 14.444 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.938 SUBAREA Tc AND-LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp LAND USE GROUP (ACRES) (INCH /HR) RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 1.13 0.98 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) _ SUBAREA AVERAGE .PERVIOUS AREA FRACTION, Ap = 0.60 SUBAREA RUNOFF(CFS) = 2.39 ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 176.00 TO NODE 177.00 IS CODE = 51 ---------------------------------------------------------------------------- » » >COMPUTE TRAPEZOIDAL CHANNEL FLOW««< » » >TRAVELTIME THRU SUBAREA (EXISTING ELEMENT) ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 1411.00 DOWNSTREAM(FEET) = 1396.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 720.00 CHANNEL SLOPE = 0.0208 CHANNEL BASE(FEET) = 25.00 "Z" FACTOR = 0.000 MANNING'S FACTOR = 0.025 MAXIMUM DEPTH(FEET) = 1.00 CHANNEL FLOW THRU SUBAREA(CFS) = 2.39 FLOW VELOCITY(FEET /SEC) = 1.45 FLOW DEPTH(FEET) = 0.07 TRAVEL TIME(MIN.) = 8.25 Tc(MIN.) = 22.70 LONGEST FLOWPATH FROM NODE 175.00 TO NODE 177.00 = 1340.00 FEET. +--------------------------------------------------------------------- - - - - -+ 177.00 IS PROPOSED CATCH BASIN AT NORTHEAST CORNER (ECR) OF I CITRUS AVENUE AND BASELINE AVENUE I I +--------------------------------------------------------------------- - - - - -+ ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** FLOW PROCESS FROM NODE 177.00 TO NODE 177.00 IS CODE = 81 » » >ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< Y:\F60\ 400 \Calcs \Hydrology \CatchBasin\25YRCB.doc Page 14 of 15 ---------------------------------------------------------------------------- ------------------------------------------------------------------------------ END OF RATIONAL METHOD ANALYSIS 1 4 7 0 D Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 15 of 15 MAINLINE Tc(MIN) = 22.70 * 25 YEAR RAINFALL INTENSITY(INCH /HR) = 2.240 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH /HR) (DECIMAL) CN RESIDENTIAL "3 -4 DWELLINGS /ACRE" A 1.28 0.98 0.60 32 COMMERCIAL A 3.41 0.98 0.10 32 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH /HR) = 0.98 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.24 SUBAREA AREA(ACRES) = 4.69 SUBAREA RUNOFF(CFS) = 8.48 EFFECTIVE AREA(ACRES) = 5.82 AREA — AVERAGED Fm(INCH /HR) = 0.30 AREA — AVERAGED Fp(INCH /HR) = 0.98 AREA — AVERAGED Ap = 0.31 TOTAL AREA(ACRES) = 5.82 PEAK FLOW RATE(CFS) = 10.16 END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 5.82 TC(MIN.) = 22.70 EFFECTIVE AREA(ACRES) = 5.82 AREA — AVERAGED Fm(INCH /HR)= 0.30 AREA — AVERAGED Fp(INCH /HR) = 0.98 AREA — AVERAGED Ap = 0.31 PEAK FLOW RATE(CFS) = 10.16 ---------------------------------------------------------------------------- ------------------------------------------------------------------------------ END OF RATIONAL METHOD ANALYSIS 1 4 7 0 D Y:\F60\ 400 \Calcs\ Hydrology \CatchBasin\25YRCB.doc Page 15 of 15 WIM3.0 ` F."Wi= �01 n Results Prop. Catch Basin C01W (2")- Sta. 78 +50.00 Curb Opening Length Worksheet for Curb inlet On Grade Intercepted Flow 18.00 cfs Project Description Worksheet C01 W Type Curb inlet On Grade Sol F Length Input Data y . Discharge 18.00 cfs Efficiency 1.00 Slope 0.0214 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Local Depression 2.0 in Local Depression Widtl 4.00 ft Results Curb Opening Length 60.96 ft Intercepted Flow 18.00 cfs Bypass Flow 0.00 cfs Spread 17.81 ft Depth 0.44 ft Flow Area 3.2 ft Gutter Depression 1.0 in Total Depression 3.0 in Velocity 5.58 ft/s Equivalent Cross Slope 0.0330 ft/ft Length Factor 0.99 Total Interception Length 61.33 ft Notes: Q25 =18 cfs Q100 =13 cfs Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L D Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:47:02 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin CO2W (2" )- Sta. 79 +50.00 Worksheet for Curb Inlet On Grade Project Description Worksheet CO2W Type Curb Inlet On Grade Solve For Efficiency Input Data 4 Discharge 5.00 cfs Slope 0.0220 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Curb Opening Length 10.00 ft Local Depression 2.0 in Loca D W i d tl• 4.00 ft Results Efficiency 0.50 Intercepted Flow 2.50 cfs Bypass Flow 2.50 cfs Spread 10.70 ft Depth 0.30 ft Flow Area 1.2 ft Gutter Depression 1.0 in - Total Depression 3.0 in Velocity 4.17 ft/s Equivalent Cross Slope 0.0421 ft/ft Length Factor 0.32 Total Interceptio Length 31.22 ft Notes: Q25 =5 cis Q100 =7 cfs Bypass: 2 cfs to C01 W Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L - Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:47:12 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1. Prop. Catch Basin CO3W (2 ") - Sta. 65 +50.00 Worksheet for Curb Inlet On Grade Project Description Worksheet Type Solve For CO3W Curb Inlet On Grade Efficiency Input Data Discharge 8.50 cfs Slope 0.0220 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft . Road Cross Slope 0.0200 fUft Mannings Coefficient 0.015 Curb Opening Length 10.00 ft Local Depression 2.0 in Local Depression Widtt 4. ft Equivalent Cross Slope Results Length Factor Efficiency 0.39 Intercepted Flow 3.32 cfs Bypass Flow 5.18 cfs Spread 13.23 ft Depth 0.35 ft Flow Area 1.8 ftz Gutter Depression 1.0 in _. Total Depression 3.0 in velocity 4.72 fUs Equivalent Cross Slope 0.0378 ft/ft Length Factor 0.24 Total Interception Leng 41.63 ft Notes: Q25 =6 cfs Q100 =7 cfs 2 cfs from CO2W Bypass: 4 cfs to C04W Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L 170 Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:47:23 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin C04W (2 ") - Sta. 58 +00.00 Worksheet for Curb Inlet On Grade Project Description Worksheet C04W Type Curb Inlet On Grade Solve For Efficiency Input Data 0.36 Discharge 10.20 cfs Slope 0.0220 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Curb Opening Length 10.00 ft Local Depression 2.0 in Local Depression W idt h 4.00 ft Length Factor 0.22 Results 45.88 ft r Efficiency 0.36 Intercepted Flow 3.65 cfs Bypass Flow 6.55 cfs Spread 14.21 ft Depth 0.37 ft Flow Area 2.1 ft Gutter Depression 1.0 in —., Total Depression 3.0 in Velocity 4.93 ft/s Equivalent Cross Slope 0.0365 ft/ft Length Factor 0.22 Total Interception Length 45.88 ft Notes: Q25 =5 cfs Q100 =6 cfs 4 cfs from .0O3W Bypass: 5 cfs to CO5W Citrus Avenue Widening Client: City of Fontana OC -F60- 400 -02 Task 301 -L IM Project Engineer: Bill Flores y: \...\ hydraulic \flowm2ster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:47:41 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin CO5W (2 ") - Sta. 53 +00.00 Worksheet for Curb Inlet On Grade - Notes: Q25 =9 cfs Q100 =6 cfs 5 cfs from C04W Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L i - Project Engineer: Bill Flores y:\ ... \ hydraulic \flowmaster\cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:47:53 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Project Description Worksheet CO5W Type Curb Inlet On Grade Solve F or Length Input Data Discharge 15.50 cfs Efficiency 1.00 Slope 0.0220 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Local Depression 2.0 in Local D Widtl 4.00 ft . Results Curb Opening Length 56.81 ft Intercepted Flow 15.50 cfs Bypass Flow 0.00 cfs Spread 16.72 ft Depth 0.42 ft Flow Area 2.8 ft Gutter Depression 1.0 in Total Depression 3.0 in • Velocity 5.44 ft/s Equivalent Cross Slope 0.0339 ft/ft Length Factor 0.99 Total Interception Length 57.15 ft Notes: Q25 =9 cfs Q100 =6 cfs 5 cfs from C04W Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L i - Project Engineer: Bill Flores y:\ ... \ hydraulic \flowmaster\cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:47:53 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin W1N (2 ") - Sta. 11 +50.00 Worksheet for Curb inlet On Grade Project Description Worksheet W1 N Type Curb Inlet On Grade Solve For Length Input Data Discharge 65.00 cfs Efficiency 1.00 Slope 0.0040 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Local Depression 2.0 in Local Depression Widt 4.00 ft Results Curb Opening Length 73.66 ft Intercepted Flow 65.00 cfs Bypass Flow 0.00 cfs Spread 39.88 ft Depth 0.88 ft Flow Area 16.0 ft Gutter Depression 1.0 in Total Depression 3.0 in Velocity 4.07 ft/s Equivalent Cross Slope 0.0256 ft/ft Length Factor 0.99 Total Interception Length 74.11 ft Notes: 025 =65 cfs (w/ median, depth = 0.95' for Q25) Q100 =42 cfs Citrus Avenue Widening Client: City of Fontana OC -F60- 400 -02 Task 301 -L Project Engineer: Bill Flores y: \...\ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:48:52 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin W2S (2 ") - Sta. 11+50.00 Worksheet for Curb net On Grade Project Description Worksheet W2S Type Curb Inlet On Grade Solve For Length Input Data Discharge 1.00 cfs Efficiency 1.00 Slope 0.0040 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Local Depression 2.0 in Local Depression Width 4.00 ft Results Curb Opening Length 8.53 ft Intercepted Flow 1.00 cfs Bypass Flow 0.00 cfs Spread 7.81 ft Depth 0.24 ft Flow Area 0.7 ft' Gutter Depression 1.0 in Total Depression 3.0 in Velocity 1.51 ft/s Equivalent Cross Slope 0.0500 ft/ft Length Factor 0.99 Total Interception Length 8.59 ft Notes: 025 =1 cfs 0100 =2 cfs Citrus Avenue Widening Client: City of Fontana OC -F60- 400 -02 Task 301 -L Project Engineer: Bill Flores y: \...\ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:49:01 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin C11 E (2 ") - Sta. 80 +00.00 Worksheet for Curb Inlet On Grade Project Description Worksheet C11E Type Curb Inlet On Grade Solve For Length Input Data Discharge 68.00 cis Efficiency 1.00 Slope 0.0214 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Local Depression 2.0 in Loca D Widtl 4.00 ft Results Curb Opening Length . 118.54 it Intercepted Flow 68.00 cfs Bypass Flow 0.00 cfs Spread 29.56 ft Depth 0.67 ft Flow Area 8.8 ftz Gutter Depression 1.0 in Total Depression 3.0 in Velocity 7.74 ft/s Equivalent Cross Slope 0.0276 ft/ft Length Factor 0.99 Total Interception Length 1 it Notes: Q25 =68 cfs Q100 =20cfs Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L D Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06113/02 02:48:05 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Pro}. Catch Basin C12E (2 ") - Sta. 71 +50.00 Worksheet for Curb Inlet On Grade Project Description Worksheet C12E Type Curb Inlet On Grade Solve For Efficiency Input Data a Discharge 25.00 cfs Slope 0.0220 ft/ft Gutter Width _ 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Curb Opening Length 21.00 ft Local Depression 2.0 in Local Depression W 4.00 ft Results - Efficiency 0.46 Intercepted Flow 11.41 cfs Bypass Flow 13.59 cfs Spread 20.10 ft Depth 0.48 ft Flow Area 4.1 ft Gutter Depression 1.0 in Total Depression 3.0 in Velocity 6.11 ft/s Equivalent Cross Slope 0.0315 ft/ft Length Factor 0.29 Total Interception Length 73.08 ft Notes: Q25 =25 cfs Q100 =32 cfs Bypass: 12 cfs to C13E Citrus Avenue Widening Client: City of Fontana OC- F60400 -02 Task 301 -L 0 Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster\cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:48:14 PM 0 Haestad Methods, Inc. 37 Brookside Road. Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin C13E (2 ") - Sta. 65 +50.00 Worksheet for Curb Inlet On Grade Project Description Worksheet C13E Type Curb Inlet On Grade Solve For Efficiency Input Data t Discharge 39.60 cis Slope 0.0220 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Curb Opening Length 21.00 ft Local Depression 2.0 in Local Depression Wdtl 4.00 ft Results Efficiency 0.37 Intercepted Flow 14.75 cis Bypass Flow 24.85 cfs Spread 23.95 ft Depth 0.56 ft Flow Area 5.8 . ft2 Gutter Depression 1.0 in Total Depression 3.0 in Velocity 6.84 ft/s Equivalent Cross Slope 0.0295 fUft Length Factor 0.23 Total -Interceptio Length 92.09 ft Notes: Q25 =26 cfs Q100 =35 cfs 12 cfs from C12E Bypass: 22 cfs to C14E Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L n Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FiowMaster v6.1 [614k] 06/13/02 02:48:24 PM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin C14E (2 ") - Sta. 58 +00.00 Worksheet for Curb Inlet On Grade Project Description Worksheet C14E Type Curb Inlet On Grade Solve For Efficiency Input Data Discharge 53.80 cfs Slope 0.0220 ft/ft Gutter Width 1.28 ft Gutter Cross Slope - 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Curb Opening Length 21.00 ft Local Depression 2.0 in Local Depression Wdtf 4.00 ft Equivalent Cross Slope 0.0284 ft/ft Results . 0.20 Efficiency 0.32 Intercepted Flow 17.47 cfs Bypass Flow 36.33 cfs - Spread 26.91 ft Depth 0.62 ft Flow Area 7.3 ft Gutter Depression 1.0 in Total Depression 3.0 in Velocity 7.38 fUs Equivalent Cross Slope 0.0284 ft/ft Length Factor . 0.20 Total Interception Length 107:15 ft Notes: Q25 =29 cfs Q100 =40 cfs 22 cfs from C1 3E Bypass: 32 cfs to C 1 5E Citrus Avenue Widening Client: City of Fontana OC- F60- 400 -02 Task 301 -L D Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:48:31 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Prop. Catch Basin C15E (2 ") - Sta. 53 }00.00 Worksheet for Curb Inlet On Grade Project Description Worksheet C15E Type Curb Inlet On Grade Solve For Length Input Data Results Discharge 46:30 cfs Efficiency 1.00 Slope 0.0220 ft/ft Gutter Width 1.28 ft Gutter Cross Slope 0.0833 ft/ft Road Cross Slope 0.0200 ft/ft Mannings Coefficient 0.015 Local Depression 2.0 in Local Depression Width 4.00 ft Notes: Q25 =10 cfs Q100 =11 cfs 32 cfs from C14E Citrus Avenue Widening Client: City of Fontana OC -F60- 400 -02 Task 301 -L Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:48:40 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 Results Curb Opening Length 98.92 ft Intercepted Flow 46.30 cfs Bypass Flow 0.00 cfs Spread 25.42 ft Depth 0.59 ft Flow Area 6.5 ft Gutter Depression 1.0 in Total Depression Velocity 3.0 in 7.11 ft/s Equivalent Cross Slope 0.0289 ft/ft Length Factor 0.99 Total Interception Le ngth 99.51 ft Notes: Q25 =10 cfs Q100 =11 cfs 32 cfs from C14E Citrus Avenue Widening Client: City of Fontana OC -F60- 400 -02 Task 301 -L Project Engineer: Bill Flores y: \ ... \ hydraulic \flowmaster \cbsizing- 2(2in).fm2 Boyle Engineering FlowMaster v6.1 [614k] 06/13/02 02:48:40 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA (203) 755 -1666 Page 1 of 1 13C7%JLC Project G17)eoS Ay Vl ab No.- -Date Deitcription SHEET IT U T LJ f Ff M " fil .. .... ..... r 7i 57, ...... ..... . 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