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Toscano Project
DRAINAGE STUDY For Toscana Project Sierra Avenue, Fontana, CA DR 09-01OR1 Prepared for Palm Desert Development Company 44139 Monterey Ave. Suite A Palm Desert, CA 92260 Tel. (760) 568-1048 Contact: Adrian Peters to Sam CONSULTING Date: 8/10/11 Report Prepared By. � 0000�D � 2�13�2o i Revision History Date Comment 10/17/11 Address plancheck comments 11/16/11 Address plancheck comments 9755 Clairemont Mesa Boulevard, Suite 100 San Diego, CA 92124-1324 Telephone (858) 614-5000 Fax (858) 614-5001 Engineer of Work/ Contact Person: Scott Cartwright, RCE 77512 Kenneth Chan RBF JN 20-101268 F SECTION 1 — INTRODUCTION ' 1.0 BACKGROUND RBF Consulting has been retained by Palm Desert Development Company to prepare a final onsite drainage study to support the development of a proposed 4.6 acre apartment complex located on the east side of Sierra Avenue between Baseline Avenue and Foothill Boulevard in the City of Fontana. See Figure 1: Vicinity Map. The site is bounded by single family residential to the north, multi -family residential to the south, Sierra Avenue to the east and vacant land to the west. The site is currently vacant and undeveloped, existing land cover consists mostly of weeds and light brush. No identified watercourses exist on the site, runoff flows mostly as sheet flow in a south southwesterly direction. There are no off site flows entering the project area. 1.1 OBJECTIVE The objective of this drainage study is to demonstrate that the developed condition 100 - year peak flow rates and runoff volumes for the project area have been mitigated to less than the pre development condition. 1.2 DRAINAGE IMPROVEMENTS All site runoff will be entirely retained and infiltrated by the proposed permeable pavement section. Minor pipes and area drains are proposed within the development in order to convey runoff to the permeable pavement. Since the entire 100 -year runoff volume will be infiltrated, no additional storm drain infrastructure will be required. The proposed permeable pavement section will effectively handle nuisance flows, roof runoff, and all other runoff from the site. Runoff from roofs and impervious surfaces will be directed into landscaping areas prior to discharge to the permeable pavement 1 section. In the event that a storm greater than the 100 -year frequency occurs, an emergency overflow path is provided to safely convey the storm water runoff to the adjacent street. ' The emergency overflow overland release is at the southeastern corner of the site and will allow the flows to discharge directly to Sierra Avenue. An undersidewalk drain is also proposed in the southeast corner. The purpose of the drain is to convey flow to 1 Sierra Avenue in the event that excessive ponding occurs within that parking lot. It is anticipated that this would only be in an emergency situation or an event larger than the 100 -year. In the case where the undersidewalk is clogged or otherwise not functioning, overland release is also provided as stated above. The site is separated into two drainage sub -areas (one draining to the lowest tier of the permeable pavement and the other draining to the upper tiers). Delineation of the drainage sub -areas and flow paths is shown on the Developed Condition Hydrology Map (See Appendix D). 2.1 HYDROLOGIC SOIL TYPE ' The Hydrology Manual Figure C-13 "Hydrologic Soils Group Map for Southwest — A Area" was used to obtain the hydrologic soil types. As shown in Figure C-13, the site ' lies entirely within hydrologic soil type "A" (see Appendix A). 2.2 RAINFALL DATA Precipitation data used in this study was taken directly from the Hydrology Manual "Valley Area Isohyetal Maps" for the 1 -hour, 6 -hour, and 24-hour point rainfall values. The 5 -minute and 15 -minute point rainfall values were determined by plotting the 1 -hour point rainfall value on Figure D-3 of the Hydrology Manual and using a slope of 0.6. The 3 -hour point rainfall was estimated by plotting the 1 -hour and 6 -hour rainfall values on ' Figure E-8 and interpolating the 3 -hour value. The supporting calculations and maps are included in Appendix B. SECTION 2 — HYDROLOGY ' 2.0 APPROACH AND METHODOLOGY The methodology presented in this report is in accordance with the procedures and recommendations outlined in the San Bernardino County Hydrology Manual dated August 1986 (Ref 1), referred to hereafter as "Hydrology Manual". The Advanced Engineering Software (AES) computer program (Ref. 2) was used to perform the rational method calculations to determine the 10 -year and 100 -year peak runoff rates for the pre development condition. The AES flood routing application was used to demonstrate that the entire 100 -year 24- hour runoff volume will be infiltrated within the permeable pavement section. The small area unit hydrograph method was used to develop the 100 -year runoff hydrograph. These hydrographs were then routed through the proposed permeable pavement ' section. The permeable pavement subgrade is designed to be level, with occasional steps in the subgrade to limit the depth of the pavement section as the elevation at the surface increases. Each of the upper levels has a 10" high berm that allows runoff to be stored and infiltrated into the subgrade. Storage in excess of 10" will flow over the top of the berm and down to the next level of the subgrade. The lowest tier of the subgrade is designed so that all flow from the 100 -year event is infiltrated prior to surcharging the pavement section. The site is separated into two drainage sub -areas (one draining to the lowest tier of the permeable pavement and the other draining to the upper tiers). Delineation of the drainage sub -areas and flow paths is shown on the Developed Condition Hydrology Map (See Appendix D). 2.1 HYDROLOGIC SOIL TYPE ' The Hydrology Manual Figure C-13 "Hydrologic Soils Group Map for Southwest — A Area" was used to obtain the hydrologic soil types. As shown in Figure C-13, the site ' lies entirely within hydrologic soil type "A" (see Appendix A). 2.2 RAINFALL DATA Precipitation data used in this study was taken directly from the Hydrology Manual "Valley Area Isohyetal Maps" for the 1 -hour, 6 -hour, and 24-hour point rainfall values. The 5 -minute and 15 -minute point rainfall values were determined by plotting the 1 -hour point rainfall value on Figure D-3 of the Hydrology Manual and using a slope of 0.6. The 3 -hour point rainfall was estimated by plotting the 1 -hour and 6 -hour rainfall values on ' Figure E-8 and interpolating the 3 -hour value. The supporting calculations and maps are included in Appendix B. G 2.3 LOSS RATES ' Rainfall loss rates were based on assuming that 80 percent of the project areas are impervious surfaces per the Hydrology Manual recommendations. The remaining areas are assumed to be urban landscaping with good cover. The 10 -year hydrology is based on AMC 11, while the 100 -year hydrology is based on AMC 111. 2.4 INFILTRATION RATE The infiltrate rate used in the flood routing analysis is based on the project soils report. This report can be found in Appendix E. The report indicates that 2.0 millimeters/minute may be considered based on in-situ soil percolation testing. This equates to a rate of 4.72 inches/hour (0.39 feet/hour). 1 1 V 11 n 11 1 SECTION 3 — HYDROLOGY RESULTS 3.0 EXISTING CONDITION A hydrologic analysis has been prepared for the project area (4.6 acre) reflecting the existing conditions for the 10 -year and 100 -year storm events. Runoff flows mostly in a south to southwesterly direction as sheet flow and collects along the southern property boundary as shown on the Existing Condition Hydrology Map in Appendix C. tThe peak flow rates for the 10 -year and 100 -year events are 5.89 cfs and 11.87 cfs respectively. The supporting calculations are included in Appendix C. 3.1 DEVELOPED CONDITION ' The developed condition analysis shows that the entire 100 -year runoff volume is infiltrated below the permeable pavement section. The supporting calculations are included in Appendix D. ' Since the calculations demonstrate that the entire runoff volume from the 100 -year event is infiltrated, additional analysis for the 10 -year event is not necessary. This also shows that the peak runoff from the site in both the 10- and 100 -year events is zero (less than the pre development condition). There is a proposed drywell located at the northwest corner of the site. The storage area is 14' deep with 48" diameter perforated rings. This equates to a volume of approximately 175 cubic feet. n 1 L' 11 L' 1 C � APPENDIX A � San Bernardino County Hydrology Manual Soil Map L MAPQUEST. LM69c, - , t ��v _ » A s10) . z ' - �. seiWineAve; V,t Sase Ine Rd _ > - Ea ;�. BaseLin±� Rd 3 kv it 81ad E: " 14' ;<<—;--,.. ; ...� .. Rialto' It PROJECT t,� Ria1 Aare.. •?'' ; :`:.. ' {� g _ - ' LOCATION . �E Brand ti..... _: > IhP l�rriilAlL? ' °-4 ,tY'p ICUU CD In .01 Z Val 1310 mwgt2 1 14 al Ftin#a o¢ ��' . � _ .. ��`.f' ....::..'> •• III q '....'x. : ti� _ _• ru rD i Z. 16 w i i > ,. .. �{ .. �'_:.':.;., M�,t�ata czcr4star�vTrp or AND t� 200' MapQUeSi ',', Proposed Apartment Complex Sierra Ave. Fontana RBFRUNN,N� . DESIGN . CONSTaUS,laN Figure 1 �E,GIE,m Vicinity Map tO TENE ULAEUIIFORNln 935816m3 CONSULTING 6-0 Rer .2 -Ij 7- A -:tt fz, Z�l 7 1, 4— �J %L it S. A . 1E SAN BERNARDINO COUNTY HYDROLOGY MANUAL m .. tv- r-- -4 : A 0 19ox mu%d;;mm INDEX MAP /A.• —_A tt li DL,, m T YJ A- A, a a Art 2 B --i . pit of Apst _V1 A mva— j f jL 051 � L .7 It 41 X59; ft "�'A :4 A, A- .54 zi F_ . . . ...... .. '-EGEMO SOIL GROUP BOUNDARY SOIL GROUP DESIGNATION SCALE -1:48,000 BOUNDARY OF INDICATED SOURCE SCALE REDUCED BY 11"2 HynRoi omr -,;nit _ROUP MAf C-1 1 C-2 7 __- BERNARD ING COUNTY C-41 INDEX MAP /A.• —_A tt li DL,, m T YJ A- A, a a Art 2 B --i . pit of Apst _V1 A mva— j f jL 051 � L .7 It 41 X59; ft "�'A :4 A, A- .54 zi F_ . . . ...... .. '-EGEMO SOIL GROUP BOUNDARY SOIL GROUP DESIGNATION SCALE -1:48,000 BOUNDARY OF INDICATED SOURCE SCALE REDUCED BY 11"2 HynRoi omr -,;nit _ROUP MAf APPENDIX B San Bernardino County Isohyetal Maps and Calculations D-7 FIGURE U-Z UXERNE %OAA" 4. W R R�w R5 4 -T- t— -7 T N RI RIE R2E T- A �12 w I *** I I -j T4N 'T.3 .7 t t T- -T I,:,- r 71 .4 -.L4 WEST SU;Mrr I it F --7 i�t.ry " W. -• I ) : N . 1.2 T —7- 4- T - o �47 A— _2 T3N 71, 5� — u - 22 t 5.LE L( 6• L T -4- - A L 4c•a--4 T L. ARROWNEAO • • AL(DW h L AR DRY) TZN -A —I— -T"—T�'N of IV LAKE' LAM /V T L4 L2 JARLOAP, L J." 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Y _II tP 5 BUIY 1.2 � T3 I, r/ 1 —1• I '/I y'yr i9 y^2, 2r I .— I _•114 1 o�pY I RT+ER — T3N •• I 2St i I i I I 3A /I IR I !2 3a I ' c - — — `) 1 - _ - _ -�� ` �'0 — - — — — - I 1 YAT N 4NT NI2.2 1 I , 4 F- _ r♦ _ •qu C' 2• t- L ARROWNEAD 4'+ /^gyp PaL WIN L �s -4 t) t! +3.0 — F� 2.6• i r--a°15I I I • %�� 'AE �_ , ! '�iFt 7 -- - - —— - :.tr[' — I—'�'^ — �x SEAR ERWIN I ICY ] 34 -IST •"vF�_ ._ iL-� •� - t 1 -{e n.r/1.c� �yaCe•._r _ _ — _ — r — W REAR •� lam �- I � —I � � CUCAMCN \`` °q1�• � I , _ j/+ y[j-{j� -F 4 .Y I _•.[ ' ` _ � I I -�.`�z'� MAMING SPRINos - T 1 u 1,� /.: 2 X25+--1+ m ~- r -11-- - - - r _ _ _ o• �- ,-'N :ti - -1- - -{I- I- - - ` • i o AI 1 ,� ^ ` F y . r 2.2 ` I t• =i g ►�- x- _.N+.. F�►rs - -� - -.A _ +l . , ;� r ..,�,w.. :r. 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I -`•° - 7- —' T"_ _�- _ __ t-- •O y-.rs f _ .. _u •~ .PaP ! i.-" _ R W I' j R 3 R I + — -- -` n } ` - g ' — — I - - - — — -- - SAN BERNARDINO COINTY 71- I y�D - - - -- - -1 -FLOOD ONTROL DISTRICT R 5W VALLEY AREA I ,IFLOODDASONTROL`-YI I I I REDUCED DRAWING 190HYETALS S - - _ _ - _._ __ _ _.._ _ SCALE I"= 4 MILES X1 - 2 YEAR 6 HOUR i I I I IDAM�•'I - - ,�� I , -- - —' I - t C A — °�no"- —} — — 'SAN V f'� ®� ® COUNTY MOED ON u.iD.C, NO.Ai ATLAS 2. W3 J- ATIVVED RY �E R8W I I R7W R6W ' HYDROLOGY MANUAL F R C.0 ISOLINES PRECIPITATION (INCHES) DATEc ue PYE ND BY�i 1982 M1sn RIND -1 1 N I2 PF ``il►��►-'ley! .1 .s — - UJCERNE 'ALLEY R6 - r r R5 t + I E4W I.0 - -i- — - RIW prt• I2 RIE °° `°••. R2E �'"• i""' -1 — i — - - - I— T4N r i I I Ip°•'r%. I 1 NESRERIA -- lM,' 34 GRESTLINE r I( a e .�{•4ua n ..o/ .. • L .y���t' � �a+e \ ,�`c`-4 •— � �' �^� — I 1 •/� �.' T / I � - ��� I SNOW 1. .� I r it / e - I' , L I { — r 4-- Iv°. _ \ W ; 12 c•'L• r •: uv uu p1u..-AR. "F -• I I • I = I 0 !► I I I ( ( I � _) - _ • e � I ,� ruu ••gReaRe 1 I q r, r 1 y • • •� /� ~♦ i �`�I q l I u \6C V I , r G�°� °Y�' I � r S� •'!- 1 � � ��` - �g s i — � � r t 7- ��• f - — ^""F-.�_ I — 1 y+i" n . � 7 z 1-�\�',.�e// ' R`- — .�-/-'r' i k +- ... __ e � J" _ r i _ _ — -..�. —I — -�- �R 7S� d i \ 8 9 I r° 1 12 J � � � = L Ra7Q E5nfItE - I �, / i• I I � � I ' 16 < t i� a /•� � r � I � M/ T3 1 PF ``il►��►-'ley! .1 .s ILI r - ' L aRROWNEAOpr IND 5. I 34 GRESTLINE r I( a e .�{•4ua n ..o/ .. • L .y���t' � �a+e \ ,�`c`-4 •— � �' �^� — IVLL�LYi K 1 � •/� �.' T / I � - ��� I SNOW 1. .� I r it / e - I' , L I { Iv°. _ \ W ; - eea.e.0 S- f c•'L• r •: e )f• `" v Ar 4.57-T—<l tAR[� ' to /� ~♦ i �`�I _•r"re.. :r. f��) x"1'1 '%�/'�4 I N `�� — -�"�- - - — " — IoW •—>-'tG. — — ;, -�.s � - �--,�� ��` - —t —� � {— -r � "'� —� — C+ ®�WE' COLTQS 47 -- R DLANDS •.c r�y .1- na �u yRArloh �• o.. a._" — I s_� 1 — I - - --I __ — • , K<. YVGAIv AM TERR�E vq 5 I I .ERN 01,U E R 15 R2E ppwr�r�w�� .�.... -- .0 RIV4 E r CONNI • .. { fi S NEW�� m -r - IN j — R W 2o r<p�"Rl R2W \' SAN BERNARDINOCOMITY FLOOD REDUCED DRAWING VALLEY AREA SCALE I " = 4 MILES ISOHYETAL S X2 - 2 YEAR 24 HOUR /� p Cpp� A� A,T�/ SAN BERNARDINO COUNTY 1 easma+V.=C,%"-kaw9.WS APPFQVW V HYDROLOGY MANUAL G.0 iSOLiNESPRECIPITATION (INCMES) '- DAM I �A.- __ - X _ r v r - ' L aRROWNEAOpr IND 5. I 34 GRESTLINE r I( a e .�{•4ua n ..o/ .. • L .y���t' � �a+e \ ,�`c`-4 •— � �' �^� — IVLL�LYi K 1 � •/� �.' T / I � - ��� I SNOW 1. .� I r it / e - I' , L I { Iv°. _ \ W ; - eea.e.0 S- f c•'L• r •: e )f• `" v Ar 4.57-T—<l tAR[� ' to /� ~♦ i �`�I _•r"re.. :r. f��) x"1'1 '%�/'�4 I N `�� — -�"�- - - — " — IoW •—>-'tG. — — ;, -�.s � - �--,�� ��` - —t —� � {— -r � "'� —� — C+ COLTQS 47 -- R DLANDS •.c r�y .1- na �u yRArloh �• o.. a._" — I s_� 1 — I - - --I __ — • , K<. YVGAIv AM TERR�E vq 5 I I .ERN 01,U E R 15 R2E .0 RIV4 E r CONNI • .. { fi S -r - j — R W 2o r<p�"Rl R2W \' SAN BERNARDINOCOMITY FLOOD REDUCED DRAWING VALLEY AREA SCALE I " = 4 MILES ISOHYETAL S X2 - 2 YEAR 24 HOUR /� p Cpp� A� A,T�/ SAN BERNARDINO COUNTY 1 easma+V.=C,%"-kaw9.WS APPFQVW V HYDROLOGY MANUAL G.0 iSOLiNESPRECIPITATION (INCMES) '- DAM I �A.- __ - APPENDIX C Rational Method Calculations 0 -Year and 100 -Year Existing Condition :t7 Area 0 7 LEGEND�3, a, 16 W"; • Node .�' Flow PathLL ' �^ Sub -Area Boundary Al Sub -Area ID 1:,r, 4.00 Area (ac) 343 3 Proposed Apartment Complex "` Sierra Ave. Fontana FIGURE 1 RB F PLANNING ■ CUNT't NT CONSTRUCTION g Existin Condition CB6,ofAUNTVCENTERORIVE,SUNE,00 22 951 fi]600<2 FR%95,6M 13<0 -F.. 37 r' i. 77 11/O. frBS. E1 / 13508 1352.6"OOO; i �89 .� i• i r 1 1 / 134u.5 t 1 1 t, / 1349.4 r 1 1 r 1 f '347 y ,+i ° � � :fl L Q 'm m o_ o < o N � L r s OBS, 343 3 Proposed Apartment Complex "` Sierra Ave. Fontana FIGURE 1 RB F PLANNING ■ CUNT't NT CONSTRUCTION g Existin Condition CB6,ofAUNTVCENTERORIVE,SUNE,00 22 951 fi]600<2 FR%95,6M 13<0 -F.. do 109810E.RES RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) n� (c) Copyright 1983-2006 Advanced Engineering Software (aes) ver. 13.0 Release Date: 06/01/2006 License ID 1264 dM Analysis prepared by: RBF Consulting 14725 Alton Parkway Irvine, CA 92618 DESCRIPTION OF STUDY we * Fontana Multi -Family Residential Development * * 10 -Year Storm f - Existing Condition **.***.****art*******tttttrtttttraraattrtr�_tt***:******ra*ra*rtaratrtraaa FILE NAME: 1098100E.DAT TIME/DATE OF STUDY: 13_04 08/18/2009 _-- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: _- -- - *TIME -OF -CONCENTRATION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE FOR FRICTION SLOPE = 0.90 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPESI HOURNTENSITY(INCH/HOUR) OF RI/HRI.000OLOG(Tc;MIN)) = 0.6000 USERSPECIFIED *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* sw *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* Y HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) _ (n)- ® 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative Flow -Depth = 0.50 FEET as (Maximum Allowable street Flow Depth) - (Top -Of -Curb) 2. (Depth)*(velocity) Constraint = 6.0 (FT*FT/S) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED '� trtrtrarrttartttrrrttaratrttrrrarrrrattatrarttrtrtrtrrr*traytrtrt*arraatrtaa FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE =--21---------- I�----------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS ««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---_ INITIAL SUBAREA FLOW-LENGTH(FEET) = 323.00 ELEVATION DATA: UPSTREAM(FEET) = 1352.00 DOWNSTREAM(FEET) = 1347.00 TC = K*[(LENGTH*t 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM TC(MIN.) = 12.187 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.602 SUBAREA TC AND LOSS RATE DATA(AMC II): AP SCS TC DEVELOPMENT TYPE/ SCS SOIL AREA Fp (INCH/HR) (DECIMAL) CN (MIN.) LAND USE GROUP (ACRES) NATURAL POOR COVER "OPEN BRUSH" A 0.89 0.67 1.000 62 12.19 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.67 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 SUBAREA RUNOFF(CFS)= 0 18955 TOTAL AREA(ACRES) PEAK FLOW RATE(CFS) = 1.55 _ �*rtrtraatrtrtrtrrrttrarartrtrrrtrtttataattrt*rtrrtttrartrtrarartatrtrtr**ttr FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE=--52---------- --------------------------- »»>COMPUTE NATURAL VALLEY CHANNEL FLOW««< w »»>TRAVELTIME THRU SUBAREA««<-_ -- --- ---_-- -_ ELEVATION DATA: UPSTREAM(FEET) = 1347.00 DOWNSTREAM(FEET) = 1345.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 178.00 CHANNEL SLOPE = 0.0084 CHANNEL FLOW THRU SUBAREA(CFS) _ FLOW VELOCITY(FEET/SEC) = 1.50 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) * Page 1 an m m an 109810E.RES TRAVEL TIME(MIN.) = 1.98 TC(MIN.) = 14.17 10.00 TO NODE 12.00 = 501.00 FEET. m LONGEST FLOWPATH FROM NODE xaxxxxxxxxxxxxx�xxxr,t�x��x�_*��x�xxax�exax:xxax�xxxxxxxxx�xaxxxxxx*xx��xxxxx FLOW PROCESS FROM NODE 12.00 TO NODE 12.00 IS CODE = 81 ------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE TC(MIN) = 14.17 * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.378 was SUBAREA LOSS RATE DATA(AMC II): SCS DEVELOPMENT TYPE/ SCS SOIL AREA Fp AP LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL FAIR COVER "OPEN BRUSH" A 1.33 0.86 1.000 46 Mw SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 1.33 SUBAREA RUNOFF(CFS) = 1.82 tlY� SUBAREA AREA(ACRES) = EFFECTIVE AREA(ACRES) = 2.22 AREA -AVERAGED FM(INCH/HR) = 0.78 AREA -AVERAGED Fp(INCH/HR) = 0.78 AREA -AVERAGED Ap = 1.00 3.18 TOTAL AREA(ACRES) = 2.22 PEAK FLOW RATE(CFS) = xxxxxxtxxx*xxxxxxxxxxxxxxx,txxxxxxxxxxxxxxx*xxeaxx:xxa**xxtxaxxxx�.xx*xxxxxx*x � FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 52 sw ---------------------------------------------------------------------------- »»>COMPUTE NATURAL VALLEY CHANNEL FLOW««< »»>TRAVELTIME THRU SUBAREA««< ELEVATION DATA: UPSTREAM(FEET) = 1345.50-DOWNSTREAM(FEET) = 1344.60 CHANNEL LENGTH THRU SUBAREA(FEET) = CHANNEL SLOPE = 0.0065 CHANNEL FLOW THRU SUBAREA(CFS) _ 331800 FLOW VELOCITY(FEET/SEC) = 1.53 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) rill TRAVEL TIME(MIN.) = 1.51 TC(MIN.) = 15.68 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 640.00 FEET. - :xxxxxxxxxxxxxxxxxxxxxxxxx,rrxxxxxxxxxxxxxexxxfxxx*xxxxxrxxxxxaxax#xxaxxxxxx ® FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81 �Ir ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE TC(MIN) = 15.68 +a * 10 YEAR RAINFALL INTENSITY(INCH/HR) = 2.237 SUBAREA LOSS RATE DATA(AMC II): SCS DEVELOPMENT TYPE/ SCS SOIL AREA Fp qp LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL FAIR COVER BRUSH"1.000 46 SUBAREAAVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.86 1w SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 SUBAREA AREA(ACRES) = 2.41 SUBAREA RUNOFF(CFS) = 2.99 EFFECTIVE AREA(ACRES) = 4.63 AREA -AVERAGED FM(INCH/HR) = 0.82 w AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 1.00 FLOW RATE(CFS) = 5.89 TOTAL AREA(ACRES) = 4.63 PEAK IIr END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 4.63 TC(MIN.) = 15.68 EFFECTIVE AREA(ACRES) = 4.63 AREA -AVERAGED FM(INCH/HR)= 0.82 Aw AREA -AVERAGED Fp(INCH/HR) = 0.82 AREA -AVERAGED Ap = 1.000 PEAK FLOW RATE(CFS) = 5.89 END OF RATIONAL METHOD ANALYSIS Page 2 im 1098100E.RES :t*x�•x**x**xx*xxxxx**xx**xx*a*xax*xxxx*ax*xx*xxxxxxxaxxxx**x*****xx*xxx**xxxx � RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 SAN BERNARDINO CO. HYDROLOGY CRITERION) (c) Copyright 1983-2006 Advanced Engineering Software (aes) ver. 13.0 Release Date: 06/01/2006 License ID 1264 Analysis prepared by: Consulting . wRBF 14725 Alton Parkway Irvine, CA 92618 x*x***x*xxxx*xx*********= DESCRIPTION OF STUDY *+Fontana Multi -Family Residential Development x * 100 -Year Storm Existing condition xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx***xxx*�*xxxx**�xx*xxxxx �.. FILE NAME: 1098100E.DAT TIME/DATE OF STUDY: 13:07 08/18/2009 rrr 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 = 0.90 *USER -DEFINED LOGARITHMIC INTERPOLATION USED FOR RAINFALL* SLOPE OF INTENSITY DURATION CURVE(LOG(I;IN/HR) V5. LOG(TC;MIN)) = 0.6000 rrt USER SPECIFIED 1 -HOUR INTENSITY(INCH/HOUR) = 1.5000 *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* nwll *USER -DEFINED STREET -SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL* HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER -GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT -/PARK- HEIGHT WIDTH LIP HIKE FACTOR (FT) (FT) (FT) (n) NO. (FT) (FT) SIDE / SIDE/ WAY (FT) 1 30.0 20.0- 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW -DEPTH CONSTRAINTS: 1. Relative FIOw-Depth = 0.50 FEET as (Maximum Allowable Street Flow Depth) - (Top -of -Curb) 2. (Depth)*(velocity) Constraint = 6.0 (FT*FT/5) *SIZE PIPE WITH A FLOW CAPACITY GREATER THAN am OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.* *USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED wen _.*xxxxxx:xxxxxxxxxxxxxxxxxxxxxxxxxx*,t*xx•rx•r*ax•r****x*x***xxx*�*x***xx***xx* A;FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 21 ----- _ _ _ »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME -OF -CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< - .e. INITIAL SUBAREA FLOW-LENGTH(FEET) = 323.00 -- ELEVATION DATA: UPSTREAM(FEET) = 1352.00 DOWNSTREAM(FEET) = 1347.00 TC = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM TC(MIN.) = 12.187 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.903 SUBAREA TC AND LOSS RATE DATA(AMC III): SCS Tc ilr DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap (INCH/HR) (DECIMAL) CN (MIN.) LAND USE GROUP (ACRES) w NATURAL POOR COVER "OPEN BRUSH" A 0.89 0.36 1.000 81 12.19 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.36 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 SUBAREA RUNOFF(CFS) = 2.84 TOTAL AREA(ACRES) = 0.89 PEAK FLOW RATE(CFS) = 2.84 .:xxxxx****xxxxxxxxxxxxxxxxxxx**xxxx*�*xxx**xxxxxxxxxxx*******xxx**xxx xx -I FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 52 ------------------------------------------------------------------------ - »»>COMPUTE NATURAL VALLEY CHANNEL FLOW««< »»>TRAVELTIME THRU SUBAREA««< ELEVATION DATA: = 1347.00 DOWNSTREAM(FEET) = 1345.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 178.00 CHANNEL SLOPE = 0.0084 CHANNEL FLOW THRU SUBAREA(CFS) = 2.84 1.70 (PER LACFCD/RCFC&WCD HYDROLOGY MANUAL) FLOW VELOCITY(FEET/SEC) = 1� Page 1 1098100E.RES TRAVEL TIME(MIN.) = 1.74 TC(MIN.) = 13.93 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 12.00 = 501.00 FEET. ***taaatatttt***��*****ata*ttatataatatatta�***aattttaatttttttaaattaatattattt FLOW PROCESS FROM NODE 12.00 TO NODE 12.00 IS CODE = 81 -------------------- ------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< MAINLINE TC(MIN) = 13.93 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.603 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp AP scs LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL FAIR COVER "OPEN BRUSH" A 1.33 0.61 1.000 66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.61 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 SUBAREA AREA(ACRES) = 1.33 SUBAREA RUNOFF(CFS) = 3.58 EFFECTIVE AREA(ACRES) = 2.22 AREA -AVERAGED FM(INCH/HR) = 0.51 AREA -AVERAGED Fp(INCH/HR) = 0.51 AREA -AVERAGED Ap = 1.00 TOTAL AREA(ACRES) = 2.22 PEAK FLOW RATE(CFS) = 6.17 attttaataatatttttaattttaataatattatatttt**ttttttattttattaat*ttattttattattttt* FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 I5 CODE = 52 --------------------------------------------------------------- »»>COMPUTE NATURAL VALLEY CHANNEL FLOW««< »»>TRAVELTIME THRU SUBAREA««< ELEVATION DATA: UPSTREAM(FEET) `1345.50 DOWNSTREAM(FEET) =1344.60 CHANNEL LENGTH THRU SUBAREA(FEET) = 139.00 CHANNEL SLOPE = 0.0065 CHANNEL FLOW THRU SUBAREA(CFS) = 6.17 FLOW VELOCITY(FEET/SEC) = 1.78 (PER LACFCD/RCFC&WCD HYDRO LDGY MANUAL) TRAVEL TIME(MIN.) = 1.30 TC(MIN.) = 15.23 LONGEST FLOWPATH FROM NODE 10.00 TO NODE 13.00 = 640.00 FEET. tatatttttttataattatatttttatatttttattttttaataaattat**tart*tttttatattatataaatt FLOW PROCESS FROM NODE 13.00 TO NODE 13.00 IS CODE = 81 -------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««<--� MAINLINE TC(MIN) = 15.23' * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.415 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN NATURAL FAIR COVER OPEN BRUSH" A 2.41 0.61 1.000 66 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.61 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 1.000 SUBAREA AREA(ACRES) = 2.41 SUBAREA RUNOFF(CFS) = 6.08 EFFECTIVE AREA(ACRES) = 4.63 AREA -AVERAGED FM(INCH/HR) = 0.57 AREA -AVERAGED Fp(INCH/HR) = 0.57 AREA -AVERAGED Ap = 1.00 11.87 TOTAL AREA(ACRES) = 4.63 PEAK FLOW RATE(CFS) _ END OF STUDY SUMMARY: TOTAL AREA(ACRES) 4.63 TC(MIN.) = 15.23 _ EFFECTIVE AREA(ACRES) = 4.63 AREA -AVERAGED FM(INCH/HR)= 0.57 AREA -AVERAGED Fp(INCH/HR) = 0.57 AREA -AVERAGED Ap = 1.000 PEAK FLOW RATE(CFS) = 11.87 END OF RATIONAL METHOD ANALYSIS Page 2 r M M 9 APPENDIX D Small Area Unit Hydrograph Calculations (Developed Condition) F M au 60 60 30 0 60 120 180 mot— SCALE: 1"=60' j LEGEND: 100 NODE ID _ DRAINAGE BASIN DELINEATION — DRAINAGE DIRECTION PERMEABLE PAVEMENT N w r Q m (n S J FIGURE 2 W 1 TOSCANA PROJECT DEVELOPED CONDITION U HYDROLOGY MAP I co 0 O PLANNING ■ DESIGN ■ CONSTRUCTION N Q 1— Q D 9755 CLAIREMONT MESA BOULEVARD, SUITE 100 a - SAN DIEGO, CALIFORNIA 92124-1324 / � C O N S U LT I N 6 858.614.5000 • FAX 858.614.5001 • www.RBF.com D-- Q 6o 0 N F- U` F- H fya U to r) O G' S H cn O O IL co co 11 N N w r Q m (n S J FIGURE 2 W 1 TOSCANA PROJECT DEVELOPED CONDITION U HYDROLOGY MAP I co 0 O PLANNING ■ DESIGN ■ CONSTRUCTION N Q 1— Q D 9755 CLAIREMONT MESA BOULEVARD, SUITE 100 a - SAN DIEGO, CALIFORNIA 92124-1324 / � C O N S U LT I N 6 858.614.5000 • FAX 858.614.5001 • www.RBF.com D-- ************************************************************************ **** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS (C) Copyright 1989-2006 Advanced Engineering Software (aes) Ver. 13.0 Release Date: 06/01/2006 License ID 1264 Analysis prepared by: RBF Consulting 14725 Alton Parkway Irvine, CA 92618 ************************************************************************ Problem Descriptions: Fontana Proposed Apartment Complex 100 -Year Storm Loss Rates Developed Conditions *** NON-HOMOGENEOUS WATERSHED AREA -AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 8.93 (inches) SOIL -COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 3.48 0.00 98.( 98.) 0.000 0.973 2 0.87 100.00 52.( 32.) 0.796 0.344 TOTAL AREA (Acres) = 4.35 AREA -AVERAGED LOSS RATE, Fm (in./hr.) = 0.159 AREA -AVERAGED LOW LOSS FRACTION, Y = 0.153 Notes: .� 1. Land use should be based on ultimate development of the watershed. Long range master plans for the County and incorporated cities should be reviewed *■ to insure reasonable land use assumptions. 2. Recommended values are based on average conditions which may not apply to a particular study area. The percentage impervious may vary greatly even on comparable sized lots due to differences in .dwelling size, improvements, etc. rrr Landscape practices should also be considered as it is common in some- areas to use ornamental gravels underlain by impervious plastic materials In place of �* lawns and shrubs. A field' investigation of a study area shall always be made, and a review of aerial photos, where available, may assist in estimating the percentage of impervious cover in developed areas. 3. For typical equestrian subdivisions increase impervious area 5 percent over the rrr values recommended in the table above. SAN BERNARDINO COUNTY, HYDROLOGY MANUAL r. C-8 ACTUAL IMPERVIOUS COVER FOR DEVELOPED AREAS Figure C-4 ACTUAL. IMPERVIOUS COVER Recommended Value- alueFor ForAverage Land Use (1) Range-Percent Conditions-Percent (2) 0 - 0 arr0 Natural or Agriculture �. Public Park 10 - 25 15 ■r School 30 - 50 40 Single Family Residential: (3) w �.. 2.5 acre lots 5 - 15 10 - 25 10 20 .r 1 acre lots 2 dwellings/acre 20 - 40 30 40 3-4 dwellings/acre 3- 50 �35 - SS 5 50 ••• 5-7 dwellings/acre SO - 70 60 8-_10. dwe-flings/acre Mo.re than 10 dwellings/acre 65 - 90 80 .. Multiple Family Residential: " Condominiums 45 - 70 65 "w 65 - 90 (:::SDO Apartments Mobile Home Park 60 - 85 75 ..r Commercial, Downtown Business 80 - 100 90 or Industrial Notes: .� 1. Land use should be based on ultimate development of the watershed. Long range master plans for the County and incorporated cities should be reviewed *■ to insure reasonable land use assumptions. 2. Recommended values are based on average conditions which may not apply to a particular study area. The percentage impervious may vary greatly even on comparable sized lots due to differences in .dwelling size, improvements, etc. rrr Landscape practices should also be considered as it is common in some- areas to use ornamental gravels underlain by impervious plastic materials In place of �* lawns and shrubs. A field' investigation of a study area shall always be made, and a review of aerial photos, where available, may assist in estimating the percentage of impervious cover in developed areas. 3. For typical equestrian subdivisions increase impervious area 5 percent over the rrr values recommended in the table above. SAN BERNARDINO COUNTY, HYDROLOGY MANUAL r. C-8 ACTUAL IMPERVIOUS COVER FOR DEVELOPED AREAS Figure C-4 G AGRICULTURAL COVERS - Fallow 77 91 86 !4 (Land plowed but not tilled or seeded) SAN BERNARDINO COUNTY CURVE NUMKRS FOR HYDROLOGY MANUAL PERVIOUS AREM Fiqun C-3 (I of 2) C-6 Curve (1) Numbers of H drelo c Soil -Cover Com lexes For Pervious Areas -AMC lI Grow Quality of Soil Cover Type (3) -------- Cover (2) )E N_ ATURAL COVERS - 73 86 91 ' 93 Baeren (Rockland, eroded and graded land) Chaparral, Broadleaf (Manzonita, ceanothus and scrub oak) Poor Fair 33 40 70 63 80 73 83..;.. 81 Good 31 37 Chaparral, Narrowleaf Poor Fair 71 SS 82 72 88. 81 91 86 (Chamise and redshank) Grass, Annual or Perennial Poor Fair 67 30 78 69 86 79 8 844 Good 3E 61 74 90 Meadows or Cienegas (Areas with seasonally high water table, Poor Fair 63 31 77 70 83 80 98 94 '78. principal vegetation is sod forming grass) Good 30 58 71 . Open Brush (Soft wood shrubs - buckwheat, sage, etc.) Poor Fir 62 46 761 84 77 aa. 83. 63 73 al . Woodland (Coniferous or broadleaf trees predominate. Poor Fair 43 36 66 60 77: T3 .: 83. 79 Canopy density is at least 30 percent.) Good 23 SS 70 77 Woodland, Grass (Coniferous or broadleaf trees with canopy Poor Fair 37 44 73 63 _ 82 77 86 82 density from 20 to 30 percent) Good 33 Sa 72 79 URBAN COVERS - Residential or Commercial Landscaping Good 32 S6 69 73. (Lawn, shrubs, etc.) Turf (irrigated and mowed grass) Poor fair. 58 44 74 63 83 77 87 a2 Good 33 sa 72 79 AGRICULTURAL COVERS - Fallow 77 91 86 !4 (Land plowed but not tilled or seeded) SAN BERNARDINO COUNTY CURVE NUMKRS FOR HYDROLOGY MANUAL PERVIOUS AREM Fiqun C-3 (I of 2) C-6 0 �s F L 0 0 D R 0 U T I N G A N A L Y S I S USING COUNTY HYDROLOGY MANUAL OF SAN BERNARDINO(1986) r�r (c) Copyright 1989-2004 Advanced Engineering Software (aes) Ver. 10.0 Release Date: 01/01/2004 License ID 1264 +ems Analysis prepared by: Ilrl RBF Consulting sw 14725 Alton Parkway Irvine, California 92618 DESCRIPTION OF STUDY ************************** ************************** * Toscana Project * * 100 -Year Event * * Developed Condition * rrr FILE NAME: 1268P2.DAT TIME/DATE OF STUDY: 20:07 08/08/2011 The Small Area Unit Hydrograph Procedures in Section J of the Hydrology Manual provides estimates of runoff �w hydrograph and runoff volume for watersheds whose time of concentration is less than 25 minutes. The PROGRAM User should check the applicability of using the small area unit hydrograph procedures, and follow the guidelines in Sections J and K.5 in complex watershed modeling. **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 1.2 --------------------------------------------------------------------------- >>>>>SUBAREA RUNOFF (SMALL AREA UNIT-HYDROGRAPH ANALYSIS) <<<<< (SMALL AREA UNIT-HYDROGRAPH ADDED TO STREAM #1) RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90 TOTAL CATCHMENT AREA(ACRES) = 2.06 SOIL -LOSS RATE, Fm,(INCH/HR) = 0.159 LOW LOSS FRACTION = 0.153 TIME OF CONCENTRATION(MIN.) = 5.00 SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA USER SPECIFIED RAINFALL VALUES ARE USED: RETURN FREQUENCY(YEARS) = 100 5 -MINUTE POINT RAINFALL VALUE(INCHES) = 0.55 30 -MINUTE POINT RAINFALL VALUE(INCHES) = 1.13 1 -HOUR POINT RAINFALL VALUE(INCHES) = 1.50 3 -HOUR POINT RAINFALL VALUE(INCHES) = 2.65 6 -HOUR POINT RAINFALL VALUE(INCHES) = 3.82 24-HOUR POINT RAINFALL VALUE(INCHES) = 8.93 --------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 1.17 TOTAL CATCHMENT SOIL -LOSS VOLUME(ACRE-FEET) = 0.36 --------------------------------------------------------------------------- r ------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0 --------------------------------- 3.0 6.0 9.0 11.9 --------------------------------- 2 4- H 0UR S T O R M --------------------------------- R U N 0 F F H Y D R 0 G R A P H 0.783 0.0221 0.36 G 0.800 0.0226 0.36 --------------a»ada---------------:---«------------------awe----------- 0.817 0.0231 0.36 HYDRDGRAPH IN ONE -MINUTE UNIT INTERVALS(CFS) 0.833 0.0236 0.36 (Notes: Time indicated is at END of Each Unit Intervals. 0.850 0.0241 0.36 4 Peak 5 -minute rainfall intensity is modeled as 0.867 0.0246 0.36 a constant value for entire 5 -minute period.) 0.883 0.0251 0.37 ---------------------------------------------------------------------------- 0.900 0.0256 0.37 TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.0 6.0 9.0 11.9 0.917 0.0261 0.37 ------------------------------------------------------------- --------------- 0.933 0.0267 0.37 4 0.017 0.0000 0.04 Q 0.950 0.0272 0.37 1 0.033 0.0002 0.11 Q 0.967 0.0277 0.37 0.050 0.0004 0.18 Q 0.983 0.0282 0.37 0.067 0.0008 0.25 Q 1.000 0.0287 0.37 0.083 0.0012 0.32 VQ 1.017 0.0292 0.37 0.100 0.0017 0.36 VQ 1.033 0.0297 0.37 0.117 0.0022 0.36 VQ 1.050 0.0302 0.37 0.133 0.0027 0.36 VQ 1.067 0.0307 0.37 0.150 0.0032 0.36 VQ 1.083 0.0312 0.37 0.167 0.0037 0.36 VQ 1.100 0.0317 0.37 0.183 0.0042 0.36 VQ 1.117 0.0322 0.37 0.200 0.0047 0.36 VQ 1.133 0.0327 0.37 , 0.217 0.0052 0.36 VQ 1.150 0.0332 0.37 0.233 0.0057 0.36 VQ 1.167 0.0337 0.37 0.250 0.0062 0.36 VQ 1.183 0.0342 0.37 0.267 0.0067 0.36 VQ 1.200 0.0347 0.37 0.283 0.0072 0.36 VQ 1.217 0.0352 0.37 0.300 0.0077 0.36 VQ 1.233 0.0358 0.37 0.317 0.0082 0.36 VQ 1.250 0.0363 0.37 0.333 0.0087 0.36 VQ 1.267 0.0368 0.37 0.350 0.0091 0.36 VQ 1.283 0.0373 0.37 0.367 0.0096 0.36 VQ 1.300 0.0378 0.37 0.383 0.0101 0.36 VQ 1.317 0.0383 0.37 0.400 0.0106 0.36 VQ 1.333 0.0388 0.37 0.417 0.0111 0.36 VQ 1.350 0.0393 0.37 0.433 0.0116 0.36 VQ 1.367 0.0398 0.37 0.450 0.0121 0.36 VQ 1.383 0.0403 0.37 0.467 0.0126 0.36 VQ 1.400 0.0406 0.37 0.483 0.0131 0.36 VQ 1.417 0.0413 0.37 0.500 0.0136 0.36 VQ 1.433 0.0419 0.37 0.517 0.0141 0.36 VQ 1.450 0.0424 0.37 0.533 0.0146 0.36 VQ 1.467 0.0429 0.37 0.550 0.0151 0.36 VQ 1.483 0.0434 0.37 0.567 0.0156 0.36 VQ 1.500 0.0439 0.37 0.583 0.0161 0,36 VQ 1.517 0.0444 0.37 0.600 0.0166 0.36 VQ 1.533 0.0449 0.37 0.617 0.0171 0.36 VQ 1.550 0.0454 0.37 0.633 0.0176 0.36 VQ 1.567 0.0459 0.37 0.650 0.0181 0.36 VQ 1.583 0.0465 0.37 0.667 0.0186 0.36 VQ 1.600 0.0470 0.37 0.683 0.0191 0.36 VQ 0.700 0.0196 0.36 VQ 0.717 0.0201 0.36 VQ 0.733 0.0206 0.36 VQ 0.750 0.0211 0.36 VQ 0.767 0.0216 0.36 VQ --------------------------------- 3.0 6.0 9.0 11.9 --------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0 1.617 0.0475 0.37 .Q 1.633 0.0480 0.37 .Q 1.650 0.0485 0.37 .Q 1.667 0.0490 0.37 .Q 1.683 0.0495 0.37 .Q 1.700 0.0501 0.37 .Q 1.717 0.0506 0.37 .Q 1.733 0.0511 0.37 .Q 1.750 0.0516 0.37 .Q 1.767 0.0521 0.37 .0 1.783 0.0526 0.37 .Q 1.600 0.0531 0.37 .Q 1.817 0.0537 0.37 .Q 1.633 0.0542 0.37 .Q 1.650 0.0547 0.37 .Q 1.867 0.0552 0.37 .Q 1.883 0.0557 0.37 .Q 1.900 0.0562 0.38 .Q 1.917 0.0568 0.38 .Q 1.933 0.0573 0.38 .Q 1.950 0.0578 0.38 .Q 1.967 0.0583 0.38 .Q 1.963 0.0586 0.38 .QV 2.000 0.0593 0.38 .QV 2.017 0.0599 0.38 .QV 2.033 0.0604 0.38 .QV 2.050 0.0609 0.38 .QV 2.067 0.0614 0.38 .QV 2.083 0.0619 0.38 .QV 2.100 0.0625 0.38 .QV 2.117 0.0630 0.38 .QV 2.133 0.0635 0.38 .QV 2.150 0.0640 0.38 .QV 2.167 0.0645 0.38 .QV 2.183 0.0651 0.38 .QV 2.200 0.0656 0.38 .QV 2.217 0.0661 0.38 .QV 2.233 0.0666 0.38 .QV 2.250 0.0671 0.38 .QV 2.267 0.0677 0.38 .QV 2.283 0.0682 0.38 .QV 2.300 0.0687 0.38 .QV 2.317 0.0692 0.38 .QV 2.333 0.0698 0.38 .QV 2.350 0.0703 0.38 .QV 2.367 0.0708 0.38 .QV 2.383 0.0713 0.38 .QV 2.400 0.0710 0.38 .QV 2.417 0.0724 0.38 .QV 2.433 0.0729 0.38 .QV ----------------------------------- 3.0 6.0 9.0 11.9 ------------------------------ _____ irl " VII Fill W1 w 1 IFIV ------------------------------------------------------ TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.0 6.0 ------------------- _------------------------ __________ 2.450 0.0734 0.38 .QV 2.467 0.0739 0.38 .QV 2.483 0.0745 0.38 .QV 2.500 0.0750 0.38 .QV 2.517 0.0755 0.38 .QV 2.533 0.0760 0.38 .QV 2.550 0.0766 0.3B .QV - 2.567 0.0771 0.38 .QV - 2.583 0.0776 0.38 .QV 2.600 0.0782 0.38 .QV 2.617 0.0787 0.38 .QV - 2.633 0.0792 0.38 .QV 2.650 0.0797 0.38 .QV 2.667 0.0803 0.38 .QV 2.683 0.0808 0.38 .QV - 2.700 0.0813 0.3B .QV - 2.717 0.0818 0.38 .QV 2.733 0.0824 0.38 .QV 2.750 0.0829 0.36 .QV - 2.767 O.OB34 0.38 .QV 2.783 0.0840 0.36 .QV 2.800 0.0845 0.38 .QV 2.817 0.0850 0.38 .QV 2.833 0.0856 0.36 .QV 2.850 0.0861 0.39 .QV 2.867 0.0866 0.39 .QV 2.883 0.0871 0.39 .QV 2.900 0.0877 0.39 .QV 2.917 0.0882 0.39 .Q V 2.933 0.0887 0.39 .Q V - 2.950 0.0893 0.39 .Q V 2.967 0.0898 0.39 .Q V 2.983 0.0903 0.39 .Q V 3.000 0.0909 0.39 .Q V 3.017 0.0914 0.39 .Q V 3.033 0.0919 0.39 .Q V 3.050 0.0925 0.39 .Q V 3.067 0.0930 0.39 .Q V 3.083 0.0935 0.39 .0 V - 3.100 0.0941 0.39 .Q V 3.117 0.0946 0.39 .Q V - 3.133 0.0951 0.39 .Q V 3.150 0.0957 0.39 .Q V 3.167 0.0962 0.39 .0 V 3.183 0.0968 0.39 .Q V 3.200 0.0973 0.39 .Q V 3.217 0.0978 0.39 .Q V - 3.233 0.0984 0.39 .Q V 3.250 0.0989 0.39 .0 V - 3.267 0.0994 0.39 .Q V --------------- 9.0 11.9 _______________ Iry U-1 r'l u ; ------------ ___________________ TIME(HRS) VOLUME(AF) Q(CFS) 0 3.283 0.1000 0.39 .Q V 3.300 0.1005 0.39 .Q V 3.317 0.1011 0.39 .Q V 3.333 0.1016 0.39 .Q V 3.350 0.1021 0.39 .Q V 3.367 0.1027 0.39 .Q V 3.383 0.1032 0.39 .Q V 3.400 0.1037 0.39 .Q V 3.417 0.1043 0.39 .Q V 3.433 0.1048 0.39 .Q V 3.450 0.1054 0.39 .Q V 3.467 0.1059 0.39 .Q V 3.483 0.1065 0.39 .Q V 3.500 0.1070 0.39 .Q V 3.517 0.1075 0.39 .Q V 3.533 0.1081 0.39 .Q V 3.550 0.1086 0.39 .Q V 3.567 0.1092 0.39 .Q V 3.583 0.1097 0.39 .Q V 3.600 0.1102 0.39 .Q V 3.617 0.1108 0.39 .Q V 3.633 0.1113 0.39 .Q V 3.650 0.1119 0.39 .Q V 3.667 0.1124 0.39 .Q V 3.683 0.1130 0.39 .Q V 3.700 0.1135 0.40 .Q V 3.717 0.1141 0.40 .Q V 3.733 0.1146 0.40 .Q V 3.750 0.1151 0.40 .Q V 3.767 0.1157 0.40 .Q V 3.783 0.1162 0.40 .Q V 3.800 0.1166 0.40 .Q V 3.817 0.1173 0.40 .Q V 3.833 0.1179 0.40 .Q V 3.850 0.1184 0.40 .Q V 3.867 0.1190 0.40 .Q V 3.883 0.1195 0.40 .Q V 3.900 0.1201 0.40 .Q V 3.917 0.1206 0.40 .Q V 3.933 0.1212 0.40 .Q V 3.950 0.1217 0.40 .Q V 3.967 0.1223 0.40 .Q V 3.983 0.1228 0.40 .Q V 4.000 0.1234 0.40 .Q V 4.017 0.1239 0.40 .Q V 4.033 0.1245 0.40 .Q V 4.050 0.1250 0.40 .Q V 4.067 0.1256 0.40 .Q V 4.083 0.1261 0.40 .Q V 4.100 0.1267 0.40 .Q V ----------------------------------- 3.0 6.0 9.0 11.9 ___________________________________ _______________________________ TIME(HRS) VOLUME(AF) Q(CFS) 0 4.117 0.1272 0.40 .Q V 4.133 0.1278 0.40 .Q V 4.150 0.1283 0.40 .Q V 4.167 0.1289 0.40 .Q V 4.183 0.1294 0.40 .Q V 4.200 0.1300 0.40 .Q V 4.217 0.1305 0.40 .Q V 4.233 0.1311 0.40 .Q V 4.250 0.1316 0.40 .Q V 4.267 0.1322 0.40 .Q V 4.283 0.1327 0.40 .Q V 4.300 0.1333 0.40 .Q V 4.317 0.1339 0.40Q V 4.333 0.1344 0.40 .Q V 4.350 0.1350 0.40 .Q V 4.367 0.1355 0.40 .Q V 4.383 0.1361 0.40 .Q V 4.400 0.1366 0.40 .Q V 4.417 0.1372 0.40 .Q V 4.433 0.1378 0.40 .Q V 4.450 0.1383 0.41 .Q V 4.467 0.1389 0.41 .Q V 4.483 0.1394 0.41 .Q V 4.500 0.1400 0.41 .Q V 4.517 0.1405 0.41 .Q V 4.533 0.1411 0.41 .Q V 4.550 0.1417 0.41 .Q V 4.567 0.1422 0.41 .Q V 4.583 0.1428 0.41 .Q V 4.600 0.1433 0.41 .Q V 4.617 0.1439 0.41 .Q V 4.633 0.1445 0.41 .Q V 4.650 0.1450 0.41 .Q V 4.667 0.1456 0.41 .Q V 4.683 0.1462 0.41 .Q V 4.700 0.1467 0.41 .Q V 4.717 0.1473 0.41 .Q V 4.733 0.1478 0.41 .Q V 4.750 0.1484 0.41 .Q V 4.767 0.1490 0.41 .Q V 4.783 0.1495 0.41 .Q V 4.800 0.1501 0.41 .Q V 4.817 0.1507 0.41 .Q V 4.833 0.1512 0.41 .Q V 4.850 0.1518 0.41 .Q V 4.867 0.1524 0.41 .Q V 4.883 0.1529 0.41 .Q V 4.900 0.1535 0.41 .Q V 4.917 0.1541 0.41 .Q V 4.933 0.1546 0.41 .Q V ----------------------------------- 3.0 6.0 9.0 11.9 ---------------------- irl " "T wl " W11 WI -I rl F -I Ul Ul Ul r"I El wl wi WI ------------ TIME(HRS) --------------------------------------------------------------- VOLUME(AF) Q(CFS) 0. 3.0 6.0 9.0 11.9 -------------------------------------- TIME(HRS) -------------------------------- VOLUME(AF) Q(CFS)_0.-------_3_0 ----- --------------------------- 4.950 0.1552 ------------------------------------------------ 0.41 Q V 5.783 0.1640 0.42 Q v 4�967 0.1558 0.41 .0 V 5.800 0.1646 0.42 Q V 4.983 0.1563 0.41 .0 V 5.817 0.1652 0.43 Q v 0.1569 0.41 Q V 5.833 0.1858 0.43 .0 v .5.000 5.017 0.1575 0.41 Q V 5.850 0.1863 0.43 Q v 5.033 0.1580 0.41 Q V 5.867 0.1869 0.43 Q v 5.050 0.1586 0.41 Q V 5.883 0.1875 0.43 Q v 067 0.1592 0.41 Q v 5.900 0.1881 0.43 Q v 5.083 0.1597 0.41 Q v 5.917 0.1887 0.43 Q v 5.100 0.1603 0.41 Q v 5.933 0.1893 0.43 Q v 5.117 0.1609 0.41 Q v 5.950 0.1899 0.43 Q v 5.133 0.1615 0.41 Q V 5.967 0.1905 0.43 Q v 5.150 0.1620 0.41 Q V 5.983 0.1911 0.43 Q v 5.167 0.1626 0.41 Q V 6.000 0.1916 0.43 Q v 5.183 0.1632 0.42 Q V 6.017 0.1922 0.43 Q v 5.200 0.1637 0.42 Q V 6.033 0.1928 0.43 Q v 5.217 0.1643 0.42 Q V 6.050 0.1934 0.43 Q v 5.233 0.1649 0.42 Q V 6.067 0.1940 0.43 Q v 5.250 0.1655 0.42 Q V 6.083 0.1946 0.43 Q v 5.267 0.1660 0.42 .0 V 6.100 0.1952 0.43 .0 v 5.283 0.1666 0.42 Q V 6.117 0.1958 0.43 Q v 5.300 0.1672 0.42 Q V 6.133 0.1964 0.43 Q v 5.317 0.1678 0.42 Q V 6.150 0.1970 0.43 Q v 5.333 0.1683 0.42 Q V 6.167 0.1976 0.43 Q V 5.350 0.1689 0.42 Q V 6.163 0.1982 0.43 .0 v 5.367 0.1695 0.42 Q V 6.200 0.1987 0.43 Q v 5.383 0.1701 0.42 Q V 6.217 0.1993 0.43 Q v 5.400 0.1706 0.42 Q V 6.233 0.1999 0.43 Q v 5.417 0.1712 0.42 Q V 6.250 0.2005 0.43 Q v 5.433 0.1718 0.42 Q v 6.267 0.2011 0.43 Q v 5.450 0.1724 0.42 Q V 6.283 0.2017 0.43 Q v 5.467 0.1730 0.42 Q V 6.300 0.2023 0.43 .0 v 5.483 0.1735 0.42 Q V 6.317 0.2029 0.43 Q v 5.500 0.1741 0.42 Q V 6.333 0.2035 0.43 Q v 5.517 0,1747 0.42 Q v 6.350 0.2041 0.43 Q v 5.533 0.1753 0.42 .0 V 6.367 0.2047 0.43 Q v 5.550 0.1759 0.42 Q V 6.383 0.2053 0.43 Q v 5.567 0.1764 0.42 Q v 6.400 0.2059 0.43 Q v 5.583 0.1770 0.42 Q v 6.417 0.2065 0.44 Q v 5.600 0.1776 0.42 Q v 6.433 0.2071 0.44 Q v 5.617 0.1782 0.42 Q v 6.450 0.2077 0.44 Q v 5.633 0.1788 0.42 Q v 6.467 0.2083 0.44 Q v 5.650 0.1793 0.42 Q v 6.483 0.2089 0.44 Q v 5.667 0.1799 0.42 Q v 6.500 0.2095 0.44 Q v 5.683 0.1805 0.42 Q v 6.517 0.2101 0.44 Q v 5.700 0.1811 0.42 Q v 6.533 0.2107 0.44 Q v 5.717 0.1817 0.42 Q v 6.550 0.2113 0.44 .0 v 5.733 0.1823 0.42 Q v 6.567 0.2119 0.44 Q v 5.750 0.1828 0.42 Q v 6.583 0.2125 0.44 Q v 5.767 0.1834 0.42 Q v 6.600 0.2131 0.44 Q v ------------------------- 6 " 0 9.0 11.9 ------------------------ ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) QICFS) 0. 3.0 6.0 9.0 11.9 ___________________________________________________________________________ TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.0 6.0 9.0 11.9 ______________________________________________________________________ 7.450 0.2445 0.45 .Q V 6.617 0.2137 0.44.Q V 7.467 0.2451 0.46 .Q V 6.633 0.2143 0.44 .Q V 7.483 0.2458 0.46 .Q V 6.650 0.2149 0.44 .Q V 7.500 7,517 0.2464 0.2470 0.96 0.46 .Q .0 V V 6.667 0.2156 0.44 .Q V 7.533 0.2476 0.46 .Q V 6.683 0.2162 0.44 .Q V 7.550 0.2483 0.46 .Q V - 6.700 0.2168 0.44 .Q V 7.567 0.2489 0.46 .Q V - 6.717 0.2174 0.44 .Q V 7.583 0.2495 0.46 .Q V 6.733 0.2180 0.44 .Q V 7.600 0.2502 0.46 .Q V - 6.750 0.2186 0.44 .Q V 7.617 0.2508 0.46 .Q V 6.767 0.2192 0.44 . Q V 7.633 0.2514 0.46 .Q V 6.783 0.2198 0.44 .Q V 7,650 0.2521 0.96 .Q V 6.800 0.2204 0.44.Q V 7.667 0.2527 0.46 .Q V 6.817 0.2210 0.44 .Q V - 7.683 0.2533 0.46 .Q V 6.633 0.2216 0.44 .Q V 7.700 0.2539 0.46 .Q V - 6.850 0.2222 0.44 .Q V 7.717 0.2546 0.46 .Q V 6.867 0.2228 0.49 .Q V 7.733 0.2552 0.96 .Q V 6.883 0.2235 0.44 .Q V 7.750 0.2559 0.46 .Q V 6.900 0.2241 0.44 .Q V 7.767 0.2565 0.46 .Q V 6.917 0.2247 0.44 .Q V 7.763 0.2571 0.46 .Q V 6.933 0.2253 0.44 .Q V 7,800 0.2578 0.96 .Q V 6.950 0.2259 0.44 .Q V 7.817 0.2584 0.46 .Q V 6.967 0.2265 0.45 .Q V 7.833 0.2590 0.46 .Q V 6.983 0.2271 0.45 .Q V 7.850 0.2597 0.46 .Q V - 7.000 0.2278 0.45 .Q V 7.867 0.2603 0.46 .0 V 7.017 0.2284 0.45 .Q V 7.883 0.2610 0.46 .Q V 7.033 0.2290 0.45 .Q V 7.900 0.2616 0.46 .Q V 7.050 0.2296 0.45 .Q V 7.917 0.2622 0.46 .Q V 7.067 0.2302 0.45 .Q V 7.933 0.2629 0.47 .Q V - - - 7.083 0.2306 0.45 .Q V 7.950 0.2635 0.47 .Q V - - 7.100 0.2314 0.45 .Q V 7.967 0.2642 0.47 .Q V 7,117 0.2321 0.45 .Q V 7,983 0.2648 0.47 .Q V. - 7.133 0.2327 0.45 .Q V 8.000 0.2654 0.47 ,Q V. - 7.150 0.2333 0.45 .0 V 8.017 0.2661 0.47 .Q V. 7.167 0.2339 0.45 .Q V 8.033 0.2667 0.47 -Q V. 7,183 0.2345 0.45 .Q V 8.050 0.2674 0.47 .Q V. - 7.200 0.2352 0.45 .Q V 8.067 0.2680 0.47 .Q V. 7.217 0.2358 0.45 .Q V 8.083 0.2687 0.47 ,Q V. - 7.233 0.2364 0.45 .Q V 8.100 0.2693 0.47 .Q V. - 7.250 0.2370 0.45 .Q V 8.117 0.2699 0.47 .Q V. - 7.267 0.2376 0.45 .Q V 8.133 0.2706 0.47 .Q V. - 7.283 0.2383 0.95 .Q V 8.150 0.2712 0.97 .Q V. 7.300 0.2389 0.45 .Q V 8.167 0.2719 0.47 ,Q V. 7.317 0.2395 0.45 .Q V 8.183 0.2725 0.47 .0 V. - 7.333 0.2401 0.45 .Q V 8.200 0.2732 0.47 .Q V. 7.350 0.2407 0.45 .Q V 8.217 0.2738 0.47 ,Q V. 7.367 0.2414 0.45 .Q V 8.233 0.2745 0.47 .Q V. - 7.383 0.2420 0.45 .Q V 8.250 0.2751 0.47 .Q V. 7.400 0.2426 0.45 .Q V 8.267 0.2758 0.47 ,Q V. - - 7.417 0.2432 0.45 .Q V 7.433 0.2439 0.45 .Q V - ---------- ---- ---------- ----------------------- ------- -------------- ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.0 6.0 11. 9_0--- TIME (HRS) VOLUME(AF) Q(CFS) 0.-------- 3.0 6.0 9.0 11-9 ____________________________________________ ------- -_ _____ ______ ____________ ____________________________________________ _____ _ 9.117 0.3097 0.49 .Q 8.283 0.2764 0.47 .Q V. 9.133 0.3109 0.49 . Q V 8.300 0.2771 0.47 .Q V. 9.150 0.3111 0.49 .Q V 8.317 0.2777 0.47 .Q V. 9.167 0.3118 0.50 .0 V 8.333 0.2784 0.47 .0 V. 9.183 0.3125 0.50 .Q V 8.350 0.2790 0.47 .Q V. - 9.200 0.3131 0.50 .Q V 8.367 0.2797 0.47 .0 V. 9.217 0.3138 0.50 .Q V 8.383 0.2804 0.48 .Q V. 9.233 0.3145 0.50 . Q V 8.400 0.2810 0.48 .Q V. 9.250 0.3152 0.50 .Q V 8.417 0.2817 0.48 .Q V. 9.267 0.3159 0.50 . Q V . 8.433 0.2623 0.48 .0 V. - 9.283 0 0.50 .Q V 8.450 0.2830 0.48 .Q V. - 9.300 0..3166 3173 0.50 .Q V 8.467 0.2836 0.48 .Q V. 9.317 0.318 0.50 -Q V 8.483 0.2843 0.48 .Q V. 9..333 0.31866 0.50 . Q V 8.500 0.2850 0.48 .Q V. 9.350 0.3193 0.50 .Q V 8.517 0.2656 0.48 .Q V. - 9.367 0.3200 0.50 .Q V 8.533 0.2863 0.48 .Q V. 9.383 0.3207 0.50 .Q V 8.550 0.2869 0.48 .Q V. 9.400 0.3214 0.50 -Q V 8.567 0.2876 0.48 .Q V. 9.417 0.3221 0.50 .Q V B.SB3 0.2883 0.48 .Q V. 9.433 0.3228 0.50 .Q v 8.600 0.2889 0.48 .Q V. 9.450 0.3235 0.50 .Q .V 8.617 0.2896 0.48 .Q V. 9.467 0.3242 0.50 .Q •V ' 8.633 0.2902 0.48 .Q V. - 9.483 0.3249 0.50 .Q `/ - 6.650 0.2909 0.48 .Q V. 9.500 0.3256 0.50 .Q .V 8.667 0.2916 0. 48 -Q V. 9.517 0.3263 0.51 .Q •`� 8.683 0.2922 0.48 .Q V. 9.533 0.3270 0.51 .Q .V 8.700 0.2929 0.48 -Q V. 9.550 0.3277 0.51 .Q • V 8.717 0.2936 0-48 .Q V. 9.567 0.3289 0.51 .Q •V 8-733 0.2942 0.48 .Q V - 9.583 0.3291 0.51 .Q .V 8.750 0.2949 0.48 .Q V 9-600 0-3298 0.51 .Q .V 8-767 0-2956 0.49 .Q V - 9.617 0.3305 0.51 .Q •V 8.783 0.2962 0.49 -Q V 9.633 0.3312 0.51 .Q •V 8.800 0.2969 0.49 .Q V 9.650 0.3319 0.51 .Q •V 8.817 0.2976 0.49 .Q V 9.667 0.3326 0.51 .Q • V 8.833 0.2982 0.49 .Q V 9.683 0.3333 0.51 .Q •V 8.650 0.2989 0.49 .Q V 9.700 0.3340 0.51 .Q •V 6.867 0.2996 0.49 .Q V 9.717 0.3397 0.51 .Q •V 8.883 0.3003 0.49 .Q V 9.733 0.3354 0.51 .Q •V 8.900 0.3009 0.49 .Q V 9.750 0.3361 0.51 .Q •V 8.911 0.3016 0.49 .Q V - 9.767 0.3368 0.51 .Q •V ' 8.933 0.3023 0-49 .0 V 9.783 0.3375 0.51 .Q •V ' 8.950 0.3030 0.49 .Q V 9.800 0.3382 0.51 .Q ,V - 8.967 0.3036 0-49 .Q V 9.817 0.3389 0.51 .Q •V 8.983 0.3043 0.49 .Q v9 9.833 0.3396 0.51 .Q •V 9.000 0.3050 0.49 .0 V .B33 9.850 0.3403 0.52 .Q •V 9.017 0.3057 0.49 .Q V 9.867 0.3410 0.52 .Q .V 9.033 0.3063 0.49 .Q V 9..52 883 0.3918 0 .Q • V 9.050 0.3070 0.49 .Q V 9.900 0.3425 0. 52 .Q •V 9.067 0.3077 0.49 .Q v 9 0.3432 0.52 . Q 9.083 0.3084 0.49 .Q V .917 9.933 0.3439 0.52 .Q v •`� 9.100 0.3091 0.99 .Q V - - ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TIME(HRS) VOLUME (AF) Q(CFS0. 3.0 6.0-------9-- TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.0 6.0 9.0 11.9 _________________________________Q ----- _________ ----------- ___________________ ____ _______________-__-_____________-__-_________ 10.783 0.3819 0.55 9 950 0.3446 0.52 Q V 10.800 0.3822 0.55 .Q V 9.967 0.3453 0.52 .0 •V 10.817 0.3029 0.55 .Q V 9.983 0.3460 0.52 .Q •V 10.833 0.3837 0.55 .Q V 10.000 0.3468 0.52 .Q .V 10.850 0.3844 0.55 .Q V 10.017 0.3475 0.52 .Q .V 10.867 0.3852 0.55 .0 V 10.033 0.3482 0.52 .Q -V 10.883 0.3860 0.55 .Q V 10.050 0.3489 0.52 .0 .V 10.900 0.3867 0.55 .Q V 10.067 0.3496 0.52 .Q .V 10.917 0.3875 0.56 .0 V 10.083 0.3504 0.52 .0 V 10.933 0.3883 0.56 .0 - V ' 10.100 0.3511 0.52 .0 .V 10.950 0.3890 0.56 .Q V ' 10.117 0.3518 0.52 .Q •V 10.967 0.3898 0.56 .0 - V ' 10.133 0.3525 0.53 .0 V 10.983 0.3906 0.56 .Q V 10.150 0.3533 0.53 .Q V - 11.000 0.3913 0.56 .Q - V ' 10.167 0.3540 0.53 .Q V 11.017 0.3921 0 .56 .Q V - 10.183 0.3547 0.53 .Q V 11.033 0.3929 0.56 .Q V 10.200 0.3559 0.53 .Q V 11.050 0.3936 0.56 .0 V ' 10.217 0.3562 0.53 .0 V 11.067 0.3944 0.56 .Q V 10.233 0.3569 0.53 .0 V 11.083 0.3952 0.56 .Q V 10.250 0.3576 0.53 .Q V 11.100 0.3960 0.56 .Q V 10.267 0.3584 0.53 .Q V 11.117 0.3967 0.56 .0 V 10.283 0.3591 0.53 .Q V 11.133 0.3975 0.56 .Q - V ' 10.300 0.3598 0.53 .0 V - - 11.150 0.3983 0.56 .Q - V ' 10.317 0.3605 0.53 .Q - V 11.167 0.3991 0.57 .Q V 10.333 0.3613 0.53 .Q - V 11.183 0.3998 0.57 .Q V 10.350 0.3620 0.53 .Q - V 11.200 0.4006 0.57 .Q - V 10.367 0.3627 0.53 .Q - V 11.217 0.9019 0.57 .Q V - 10.383 0.3635 0.53 .Q - V 11.233 0.4022 0.57 .Q V 10.400 0.3642 0.53 .Q V 11.250 0.4030 0.57 .Q V 10.417 0.3650 0.54 .Q - V 11.267 0.9038 0.57 .Q V 10.433 0.3657 0.54 .Q V 11.283 0.4045 0.57 .Q V 10.950 0.3664 0.54 .Q - V 11.300 0.4053 0.57 . Q V 10.467 0.3672 0.54 .0 V 11.317 0.9061 0.57 .Q V 10.483 0.3679 0.54 .Q V 11.333 0.4069 0.57 .p V ' 10.500 0.3687 0.54 .Q V - 11.350 0.4077 0.57 .0 V 10.517 0.3694 0.54 .Q - V 11.367 0.4085 0.57 .0 V 10.533 0.3701 0.54 .Q V 11.383 0.4093 0.58 .0 V 10.550 0.3709 0.54 .Q V - 11.400 0.4101 0.58 .Q V 10.567 0.3716 0.54 .Q - V - 11.417 0.4109 0.58 .Q V 10.583 0.3724 0.54 .Q V 11.933 0.9117 0.50 .0 V 10.600 0.3731 0.54 .0 - V 11.450 0.4125 0.58 .Q - V ' 10.617 0.3739 0.54 .Q V 11.467 0.4133 0.58 .Q V 10.633 0.3746 0.54 .Q V 11.483 0.4141 0.58 .Q V ' 10.650 0.3754 0.54 .Q V 11.500 0.4149 0.58 .Q V ' 10.667 0.3761 0.54 .Q - V 11.517 0.4157 0.58 .Q V - 10.683 0.3769 0.54 .Q V 11.533 0.4165 0.58 .Q V 10.700 0.3776 0.55 .Q - V 11.550 0.4173 0.58 .Q - V - ' 10.717 0.3784 0.55 .Q V 11.567 0.4181 0.58 .Q V - 10.733 0.3791 0.55 .Q V 11.583 0.4189 0.59 .p V 10.750 0.3799 0.55 .Q V 11.600 0.4197 0.59 .0 - V ' 10.767 0.3006 0.55 .Q V - W711 -', V -M -,n Wm1 UA " •1 WYµ 2 t i[ -.. ----------- TIME(HRS) ______________________ VOLUME(AF) ____________________ Q(CFS) 0. ______________ 3.0 6.0 ____ _________ 11.617 ____________ 0.4205 0.59 Q V 11.633 0.4213 0.59 .0 - V 11.650 0.4221 0.59 .Q V 11.667 0.4229 0.59 .Q V 11.683 0.4238 0.59 .Q V 11.700 0.4246 0.59 .Q V 11.717 0.4254 0.59 .Q V 11.733 0.4262 0.59 .Q V 11.750 0.4270 0.59 .Q - V 11.767 0.4278 0.60 .Q V - 11.763 0.4287 0.60 .Q V - 11.800 0.4295 0.60 .Q V - 11.817 0.4303 0.60 Q - V 11.833 0.4311 0.60 Q V 11.850 0.4320 0.60 Q V - 11.667 0.4328 0.60 Q V - 11.863 0.4336 0.60 Q V 11.900 0.4344 0.60 Q V 11.917 0.4353 0.60 Q V 11.933 0.4361 0.60 Q V 11.950 0.4369 0.61 Q V - 11.967 0.4378 0.61 Q V 11.983 0.4386 0.61 Q V 12.000 0.4394 0.61 Q V 12.017 0.4403 0.60 Q V 12.033 0.4411 0.58 .Q - V 12.050 0.4419 0.57 .Q V 12.067 0.4426 0.55 .Q - V 12.083 0.4434 0.54 .0 V - 12.100 0.4441 0.53 .Q V 12.117 0.4446 0.53 .Q V 12.133 0.4455 0.53 .Q - V - 12.150 0.4463 0.53 .Q V 12.167 0.4470 0.53 .Q V 12.183 0.4477 0.53 .Q V 12.200 0.4485 0.53 -Q V 12.217 0.4492 0.54 .Q - V 12.233 0.4500 0.54 .Q V 12.250 0.4507 0.54 .Q V 12.267 0.4515 0.54 .Q V 12.283 0.4522 0.54 .Q - V 12.300 0.4529 0.54 .0 - V 12.317 0.4537 0.54 .Q V 12.333 0.4544 0.54 .0 V 12.350 0.4552 0.54 .Q V 12.367 0.4559 0.55 .Q V 12.383 0.4567 0.55 .Q V 12.400 0.4575 0.55 .Q V 12.417 0.4582 0.55 .Q V 12.433 0.4590 0.55 .Q V --------------------------------------------------------- -------------- 0. ------------------ 3.0 6.0_-_____9.0_-____11_ 9.0 11 9 TIME(HRS) VOLUME(AF) Q(CFS) ____ _-_------------- 12.450 0.4597 0.55 12.467 0.4605 0.55 .Q V ' • 12.483 0.4613 0.55 .Q V ' 12.500 0.4620 0.56 .Q V ' 12.517 0.4628 0.56 .Q V ' _• 12.533 0.4636 0.56 .Q V 12.550 0.4643 0.56 .Q V ' 12.567 0.4651 0.56 .0 V ' • 12.583 0.4659 0.56 .Q V ' 12.600 0.4667 0.56 .Q V ' 12.617 0.4674 0.57 .Q V ' 12.633 0.4682 0.57 .0 V ' 12.650 0.4690 0.57 .Q V • 12.667 0.4698 0.57 .Q V " • 12.683 0.4706 0.57 .Q V ' • 12.700 0.4713 0.57 .Q V ' 12.717 0.4721 0.57 .Q - V ' _ • 12.733 0.4729 0.57 .Q - V ' - 12.750 0.4737 0.58 .Q - V ' • 12.767 0.4745 0.56 .Q V ' • 12.783 0.4753 0.58 .Q V ' • 12.800 0.4761 0.58 .Q V ' 12.817 0.4769 0.58 .Q V 12.833 0.4777 0.58 .Q V ' 12.850 0.4785 0.58 .Q V ' 12.867 0.4793 0.58 .Q - V - 12.863 0.4801 0.59 .Q V ' ' 12.900 0.4809 0.59 .0 V ' 12.917 0.4818 0.59 .Q - V - 12.933 0.4826 0.59 .Q V _ 12.950 0.4834 0.59 .Q - V ' 12.967 0.4842 0.59 .Q V 12.983 0.4850 0.59 .Q - V - - _ • 13.000 0.4858 0.60 .Q - V ' 13.017 0.4867 0.60 Q - V ' 13.033 0.4875 0.60 Q V 13.050 0.4863 0.60 Q - V 13.067 0.4892 0.60 Q V 13.083 0.4900 0.61 Q - V • 13.100 0.4908 0.61 Q V ' • 13.117 0.4917 0.61 Q V ' • 13.133 0.4925 0.61 Q V ' • 13.150 0.4933 0.61 Q V ' 13.167 0.4942 0.61 Q V ' • 13.183 0.4950 0.61 Q - V • 13.200 0.4959 0.62 Q V ' 13.217 0.4967 0.62 Q V ' 13.23 0.4976 0.62 Q V ' 13.250 0.4984 0.62 Q V ' 13.267 0.4993 0.62 Q V ' ----------------- --------------------------------------------------------- --------------------------------------------------------- TIME(HAS) VOLUME(AF) Q(CFS) 0. 3.0 ------------------ 6.0-- TIME(HAS) VOLUME(AF) Q(CFS) 0. 3.0 6.0 9.0 11.9 __________________________________Q ______________ ----9_0------___ ____________________ __________Q_________________________________________ 14.117 0.5468 0.73 13.283 0.5002 0.63 V 14.133 0.5478 0.73 Q V 13.300 0.5010 0.63 Q V 19.150 0.5408 0.73 Q V ' 13.317 0.5019 0.63 Q V 14.167 0.5498 0.73 Q V - 13.333 0.5028 0.63 Q V 14.183 0.5508 0.74 Q V 13.350 0.5036 0.63 Q V 19.200 0.5516 0.74 Q - V ' 13.367 0.5045 0.63 Q V - 14.217 0.5529 0.79 Q V - 13.383 0.5054 0.64 Q V 19.233 0.5539 0.75 Q V 13.400 0.5063 0.64 Q V 14.250 0.5549 0.75 Q V ' 13.417 0.5071 0.64 Q V 14.267 0.5560 0.76 Q V 13.433 0.5080 0.64 Q V 14.283 0.5570 0.76 Q V 13.450 0.5089 0.64 Q V 14.300 0.5581 0.76 Q - V. ' 13.467 0.5098 0.65 Q V 14.317 0.5591 0.76 Q V - • 13.903 0.5107 0.65 Q V 14.333 0.5602 0.77 Q V. ' 13.500 0.5116 0.65 Q V - 14.350 0.5612 0.77 Q V. 13.517 0.5125 0.65 Q - V 14.367 0.5623 0.77 Q V. ' 13.533 0.5139 0.65 Q - V 14.383 0.5634 0.78 Q V. 13.550 0.5143 0.66 Q V 14.400 0.5644 0.78 Q - V. ' 13.567 0.5152 0.66 Q V 14.417 0.5655 0.79 Q V. 13.583 0.5161 0.66 Q V 14.433 0.5666 0.79 Q V. 13.600 0.5170 0.66 Q V 14.450 0.5677 0.79 Q - V. ' 13.617 0.5179 0.66 Q V 14.467 0.5608 0.80 Q V. 13.633 0.5188 0.67 Q V 14.483 0.5699 0.80 Q V. 13.650 0.5198 0.67 Q V - 14.500 0.5710 0.80 Q V. ' 13.667 0.5207 0.67 Q V - 19.517 0.5721 0.81 Q V. 13.683 0.5216 0.67 Q V - 14.533 0.5732 0.81 Q V. 13.700 0.5225 0.67 Q V 14.550 0.5744 0.82 Q V. ' 13.717 0.5235 0.68 Q V 14.567 0.5755 0.82 Q V. 13.733 0.5244 0.68 Q V 14.583 0.5767 0.83 Q V. 13.750 0.5253 0.68 Q V 14.600 0.5778 0.83 Q V. ' 13.767 0.5263 0.69 Q - V - 14.617 0.5790 0.84 Q V. 13.783 0.5272 0.69 Q V 14.633 0.5801 0.84 Q V. ' 13.800 0.5282 0.69 Q V 14.650 0.5813 0.84 Q V. - 13.817 0.5291 0.69 Q V 14.667 0.5824 0.85 Q V. 13.833 0.5301 0.69 Q - V 14.683 0.5836 0.85 Q V. 13.850 0.5310 0.69 Q - V -V. 19.700 0.5848 0.86 Q 13.867 0.5320 0.70 Q V 14.717 0.5860 0.87 Q V. 13.883 0.5330 0.70 Q V 19.733 O.SB72 0.07 Q V. ' 13.900 0.5339 0.70 Q V -V 14.750 0.5884 0.88 Q 13.917 0.5349 0.71 Q V 14.767 0.5896 0.88 Q V 13.933 0.5359 0.71 Q V 14.783 0.5908 0.89 Q V ' 13.950 0.5369 0.71 Q V 14.800 0.5921 0.89 Q V 13.961 0.5378 0.71 Q V 14.817 0.5933 0.90 Q V 13.983 0.5388 0.72 Q V 14.833 0.5945 0.90 Q V ' 14.000 0.5398 0.72 Q - V 14.050 0.5958 0.91 Q V 19.017 0.5908 0.72 Q V 14.867 0.5971 0.91 Q V 14.033 0.5418 0.72 Q V 14.883 0.5983 0.92 Q V 14.050 0.5428 0.72 Q - V 14.900 0.5996 0.93 Q V 14.067 0.5438 0.72 Q - V _ '14.917 0.6009 0.94 Q V ' 14.003 0.5448 0.72 Q V 19.933 0.6022 0.94 Q V 14.100 0.5458 0.72 Q - V TIME(HRS) VOLUME(AF) Q(CFS) 0 14.950 ---------------------------------------------------------------------------- TIME(HRS) 0.6035 0.95 14.967 6.0 9.0 11.9 0.6048 0.95 14.983 1.57 0.6061 0.96 15.000 15.800 0.6075 0.96 15.017 V 0.6088 0.97 15.033 1.65 0.6102 0.98 15.050 15.833 0.6115 0.99 15.061 V 0.6129 1.00 15.083 1.79 0.6143 1.01 15.100 15.867 0.6157 1.02 15.117 V 0.6171 1.03 15.133 2.14 0.6185 1.03 15.150 15.900 0.6200 1.04 15.167 V 0.6214 1.04 15.183 2.46 0.6229 1.05 15.200 15.933 0.6243 1.07 15.217 V 0.6258 1.08 15.233 2.89 0.6273 1.09 15.250 15.967 0.6288 1.11 15.267 V 0.6304 1.12 15.283 3.31 0.6319 1.13 15.300 16.000 0.6335 1.13 15.317 V 0.6351 1.14 15.333 4.47 0.6367 1.15 15.350 16.033 0.6382 1.14 15.367 Q V 0.6397 1.10 15.383 7,79 0.6412 1.07 15.400 16.067 0.6426 1.04 15.417 V .Q 0.6440 1.00 15.433 11.94 0.6454 0.99 15.450 16.100 0.6468 1.00 15.467 V Q 0.6482 1.01 15.483 8.97 0.6496 1.03 15.500 16.133 0.6510 1.04 15.517 Q V 0.6525 1.06 15.533 5.01 0.6540 1.08 15.550 16.167 0.6555 1.11 15.567 V . 0.6571 1.14 15.583 1.97 0.6587 1.17 I5.600 16.200 0.6603 1.19 15.617 V . 0.6620 1.21 15.633 1.71 0.6637 1.23 15.650 16.233 0.6654 1.24 15.667 V . 0.6671 1.26 15.683 1.45 0.6689 1.30 15.700 16.267 0.6707 1.34 15.717 V . 0.6727 1.39 15.733 1.30 0.6746 1.43 15.750 16.300 0.6767 1.48 15.767 V . 0.6788 1.52 ---------------------------------- 3.0 6.0 9.0 11.9 ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.0 6.0 9.0 11.9 ----------------------------------- V ---------------------------------------------------------------------------- 15.783 0.6809 1.57 Q V V 15.800 0.6831 1.61 Q V V 15.817 0.6854 1.65 Q V V 15.833 0.6877 1.69 Q V V 15.850 0.6902 1.79 Q V V 15.867 0,6929 1.97 Q V V 15.863 0.6959 2.14 Q V V 15.900 0.6990 2.31 Q V V 15.917 0.7025 2.46 Q V V 15.933 0.7061 2.67 Q V .V 15.950 0.7101 2.89 Q. V ,V 15.967 0.7144 3.10 Q V .V 15.983 0.7190 3.31 .Q V .V 16.000 0.7238 3.53 .Q V .V 16.017 0.7300 4.47 Q V ,V 16.033 0.7384 6.13 Q V .V 16.050 0.7491 7,79 VQ .V 16.067 0.7622 9.45 V .Q .V 16.083 0.7786 11.94 V Q .V 16.100 0.7937 10.95 V Q .V 16.117 0.8060 8.97 V Q .V 16.133 0.8157 6.99 Q V .V 16.150 0.8226 5.01 Q V . .V 16.167 0.8267 3.03 Q V . .V 16.163 0.8295 1.97 Q V . .V 16.200 0.8320 1.84 Q V . .V 16.217 0.8344 1.71 Q V . .V 16.233 0.8365 1.58 Q V . .V 16.250 0.8385 1.45 Q V . .V 16.267 0.8404 1.36 Q V . . V 16.283 0.8422 1.30 Q V . . V 16.300 0.8439 1.25 Q V . . V 16.317 0.8455 1.19 Q V . . V 16.333 0.8471 1.13 Q V . . V 16.350 0.8486 1.11 Q V . . V 16.367 0.8502 1.13 Q V . . V 16.383 0.8518 1.15 Q V. V 16.400 0.8534 1.17 Q V. . V 16.417 0.8550 1.19 Q V. . V 16.433 0.8567 1.18 Q V. , . V 16.450 0.8583 1.16 Q V. . V 16.467 0.8598 1.14 Q V. . V 16.483 0.8614 1.11 Q V. . V 16.500 0.8629 1.09 Q V. . V 16.517 0.8643 1.07 Q V. , . V 16.533 0.8658 1.05 Q V. , . V 16.550 0.8672 1.03 Q V. , . V 16.567 0.8686 1.02 Q V. V 16.583 0.8700 1.00 Q V. V 16.600 0.8713 0.98 Q V. , ---------------------------------------- -------------------------- ------- -------------------------------------- TIME(HAS) VOLUME (AF) Q(CFS) 0.--_-_--_3 -------------------------------------- 0-__ TIME (HRS) VOLUME(AF) Q(CFS)------ (CFS) 0. 3.0 6.0 9.0 11.9 ________________________________ ----------------------------------------------------- ---6_0-------9_0------1-_--- ______________ ______________Q _______________________________________ 0.9248 V - ' 16.617 0 8727 0.97 ' V. V 17.950 17.967 0.9256 0.63 Q .V ' 16.633 0.8740 0.96 Q V 17.483 0.9265 0.62 Q .V ' 16.650 0.8753 0.94 Q - V• 17.500 0.9273 0.62 Q .V 16.667 0.8766 0.93 Q V. 17.517 0.9282 0.62 Q •V 16.683 0.8778 0.92 Q V 17.533 0.9290 0.61 Q - •° ' 16.700 0.8791 0.90 Q - V. 17.550 0.9299 0.61 Q - .V 16.717 0.8803 0.89 Q V. 17.567 0.9307 0.61 Q '° 16.733 0.8815 0.88 Q - V 17.583 0.9315 0.60 Q -V ' 16.750 0.8827 0.87 Q - V 17.600 0.9329 0.60 Q - .V 16.767 0.8839 0.86 Q - V 17.617 0.9332 0.60 Q •V 16.783 0.8851 0.85 Q V 17.633 0 0.59 .0 - •V ' 16.800 0.8862 0.84 Q - V 17.650 .9390 0.9348 0.59 .Q .V 16.817 0.6874 0.83 Q V 17.667 0.9356 0.59 .Q •V 16.833 0.8885 0.82 Q - V 17.683 0.9364 0.59 .Q •V ' 16.850 0.8896 0.81 Q V 17.700 0.9372 0.58 .Q .V 16.867 0.8907 0.81 Q V 17.717 0.9380 0.58 .Q •V 16.683 0.8918 0.80 Q- V 17.733 0.9388 0.58 .Q •° ' 16.900 0.8929 0.79 Q V 17.750 0.9396 0.57 .Q .V 16.917 0.8940 0.78 Q V - 17.767 0.9404 0.57 .Q V 16.933 0.8951 0.77 Q V 17.783 0.9412 0.57 .Q - - V ' 16.950 0.8961 0.77 Q V 17.800 0.9920 0.57 .Q V 16.967 0.8972 0.76 Q V 17,817 0.9427 0.56 .Q V 16.983 0.8982 0.75 Q V 17.833 0.9435 0.56 .Q V ' 17.000 0.8993 0.75 Q - V 17.850 0.9443 0.56 .Q - V - 17.017 0.9003 0.74 Q V 17.867 0.9450 0.56 .Q V 17.033 0.9013 0.74 0 V 17.883 0.9458 0.55 .Q V ' 17.050 0.9023 0.74 Q - V 17.900 0.9466 0.55 .Q - V 17.067 0.9033 0.73 Q V 17.917 0.9473 0.55 .Q V 17.003 0.9043 0.73 Q V 17.933 0.9481 0.55 .Q V ' 17.100 0.9053 0.72 Q - V 17.950 0.9488 0.54 .Q _ V 17.117 0.9063 0.72 Q V 17.967 0.9496 0.54 .Q V 17.133 0.9073 0.71 Q V 17.983 0.9503 0.54 .Q V ' 17.150 0.9083 0.71 Q - V 18.000 0.9511 0.54 .Q V 17.167 0.9092 0.70 Q - V 18.017 0.9518 0.54 .Q - V 17.183 0.9102 0.70 Q V 18.033 0.9526 0.56 .Q V ' 17.200 0.91 0.69 Q - .V 18.050 0.9534 0.57 .Q - V 17.217 0.912121 0.69 Q .V 18.067 0.9542 0.59 .Q V 17.233 0.9130 0.68 Q .V 18.083 0.9550 0.60 Q - - V ' 17.250 0.9140 0.66 Q - •° 18.100 0.9558 0 .61 Q V 17,267 0.9149 0.67 Q .V 18.117 0.9567 0.61 Q - V 17.283 0.9158 0.67 Q - - V 18.133 0.9575 0.61 Q - - V ' 17.300 0.9168 0.67 Q •V 18.150 0.9584 0.60 Q V 17.317 0.9177 0.66 Q .V 18.167 0.9592 0.60 Q V 17.333 0.9186 0.6 Q - V 18.183 0.9600 0.60 Q V 17.350 0.9195 5 0.65 Q .V 18.200 0.9608 0.60 Q V 17.367 0.9204 0.65 Q V - 18.217 0.9617 0.60 .Q - V ' 17.383 0.9213 0.65 Q - •V 18.233 0.9625 0.59 .Q V 17.900 0.9221 0.64 Q .V 18.250 0.9633 0.59 .Q V 17.417 0.9230 0.64 Q V 18.267 0.9641 0.59 .Q V ' 17.433 0.9239 0.63 0 •V ' _ _____----------------------------------- TIME(HRS) _____________________________TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.0 18.283 0.9649 0.59.Q 18.300 0.9657 0.59 .Q 18.317 0.9665 0.59 .Q 18.333 0.9673 0.58 .Q 18.350 0.9661 0.58 .Q 16.367 0.9689 0.58 .Q 18.383 0.9697 0.58 .Q - 18.400 0.9705 0.58 .Q - 18.417 0.9713 0.58 .Q 18.433 0.9721 0.57 .Q - 18.450 0.9729 0.57 .Q 18.467 0.9737 0.57 .Q 18.483 0.9145 0.57 .0 - 18.500 0.9753 0.57 .Q 18.517 0.9761 0.57 .Q 18.533 0.9768 0.57 .Q - 18.550 0.9776 0.56 .Q 18.567 0.9784 0.56 .Q 18.563 0.9792 0.56 .Q 18.600 0.9799 0.56 .Q - 18.617 0.9807 0.56 .Q - 18.633 0.9615 0.56 .Q 18.650 0.9822 0.56 .Q 18.667 0.9830 0.55 .Q 18.683 0.9838 0.•55 .Q 18.700 0.9845 0.55 .Q 18.717 0.9853 0.55 .0 18.733 0.9860 0.55 .0 18.750 0.9868 0.55 .Q 18.767 0.9875 0.55 .Q 18.783 0.9883 0.54 .Q 16.800 0.9890 0.54 .Q 18.617 0.9898 0.54 .Q 18.833 0.9905 0.54 .0 18.850 0.9913 0.54 .Q 18.861 0.9920 0.54 .0 18.883 0.9927 0.54 .Q - 18.900 0.9935 0.54 .Q - 18.917 0.9942 0.53 .Q 18.933 0.9950 0.53 .Q - 18.950 0.9957 0.53 .Q - 18.967 0.9964 0.53 .Q 18.983 0.9972 0.53 .Q 19.000 0.9979 0.53 .Q 19.017 0.9986 0.53 .0 19.033 0.9993 0.53 .Q - 19.050 1.0001 0.53 .0 19.067 1.0008 0.52 .0 19.083 1.0015 0.52 .0 19.100 1.0022 0.52 .Q _______________________ ----------------------------------------------------------------------- 3.0 6.0---------------- 6.0 9.0 11.9 TIME(HRS) VOLUME(AF) Q(CFS) 0. ------------- ___________________ -------------- _______________ __________ ---------------------- ______________ ___________________Q 19.117 1.0029 0.52 V v v ' 19.133 1.0037 0.52 .0 v v 19.150 1.0044 0.52 .Q v . v - 19.167 1.0051 0.52 .Q - v . v ' 19.183 1.0056 0.52 .Q v V ' 19.200 1.0065 0.52 .Q - v v 19.217 1.0072 0.51 .Q V . V ' 19.233 1.0079 0.51 .Q v v ' - 19.250 1.0086 0.51 .Q v V ' 19.267 1.0093 0.51 .Q v v ' 19.283 1.0100 0.51 .Q v v 19.300 1.0107 0.51 .Q - v • v 19.317 1.0114 0.51 .Q v . V ' 19.333 1.0121 0.51 .Q - v v 19.350 1.0128 0.51 .Q v • v ' 19.367 1.0135 0.51 .Q - v v 19.383 1.0142 0.50 .Q v . V 19.400 1.0149 0.50 .Q v . v ' 19.417 1.0156 0.50 .0 v v ' 19.433 1.0163 0.50 .Q v v ' 19.450 1.0170 0.50 .Q v v 19.467 1.0177 0.50 .Q v • V ' 19.483 1.0184 0.50 .Q - v v ' 19.500 1.0190 0.50 .Q v V " 19.517 1.0197 0.50 .Q v v v 19.533 1.0204 0.50 .Q - v . 19.550 1.0211 0.49 .Q v . v 19.567 1.0218 0.49 .Q v . v 19.583 1.0224 0.49 .0 v • v ' 19.600 1.0231 0.49 -Q - v v 19.617 1.0238 0.49 .Q v . v 19.633 1.0245 0.49 .Q v • v ' v 19.650 1.0251 0.49 •Q v 19.667 1.0258 0.49 .Q v . v 19.663 1.0265 0.49 .0 v • v 19.700 1.0272 0.49 .Q - v . v 19.717 1.0278 0.49 .Q - v . v - 19.733 1.0285 0.48 .Q v . v 19.750 1.0292 0.48 .Q v • v ' 19.767 1.0298 0.48 .Q v v ' 19.783 1.0305 0.48 .Q v v 19.800 1.0312 0.48 .Q v . V ' 19.817 1.0316 0.48 .Q v v ' 19.833 1.0325 0.48 .Q - v v ' v 19.850 1.0331 0.48 .Q - v ' v 19.867 1.0338 0.48 .Q - V 19.883 1.0345 0.48 •Q v . v ' 19.900 1.0351 0.48 .Q v v ' 19.917 � 1.0358 0.48 .Q v v ' v 19.933 1.0364 0.47 .0 11.9 TIME(HRS) VOLUME(AF) Q(CFS) 0 19.950 1.0371 0.47 19.967 1.0377 0.47 19.983 1.0384 0.47 20.000 1.0390 0.47 20.017 1.0397 0.47 20.033 1.0403 0.47 20.050 1.0410 0.47 20.067 1.0416 0.47 20.083 1.0423 0.47 20.100 1.0429 0.47 20.117 1.0435 0.47 20.133 1.0442 0.47 20.150 1.0448 0.46 20.167 1.0455 0.46 20.183 1.0461 0.46 20.200 1.0467 0.46 20.217 1.0474 0.46 20.233 1.0480 0.46 20.250 1.0486 0.46 20,267 1.0493 0.46 20.263 1.0499 0.46 20.300 1.0505 0.46 20.317 1.0512 0.46 20.333 1.0518 0.46 20.350 1.0524 0.46 20.367 1.0531 0.46 20.383 1.0537 0.46 20.400 1.0543 0.45 20.417 1.0549 0.45 20.433 1.0556 0.45 20.450 1.0562 0.45 20.467 1.0568 0.45 20.483 1.0574 0.45 20.500 1.0580 0.45 20.517 1.0587 0.45 20.533 1.0593 0.45 20.550 1.0599 0.45 20.567 1.0605 0.45 20.583 1.0611 0.45 20.600 1.0618 0.45 20.617 1.0624 0.45 20.633 1.0630 0.45 20.650 1.0636 0.44 20.667 1.0642 0.44 20.683 1.0648 0.44 20.700 1.0654 0.44 20.717 1.0660 0.44 20.733 1.0666 0.44 20.750 1.0672 0.44 20.767 1.0679 0.44 --------------------------------- 3.0 6.0 9.0 11.9 V V V V v v V v V v v v v V V v V v v v v V v V v v V v v v v v V V V v v v v V v V V V v TIME(HRV VOLUME(AF) Q(CFS) 0 20.783 1.0685 0.44 .Q 20.800 1.0691 0.44 .Q 20.817 1.0697 0.44 .Q 20.833 1.0703 0.44 .Q 20.850 1.0709 0.44 .Q 20.867 1.0715 0.44 .0 20.883 1.0721 0.44 .Q 20.900 1.0727 0.44 .Q 20.917 1.0733 0.43 .Q 20.933 1.0739 0.43 .Q 20.950 1.0745 0.43 .Q 20.967 1.0751 0.43 .Q 20.983 1.0757 0.43 .Q 21.000 1.0763 0.43 .Q 21.017 1.0769 0.43 .Q 21.033 1.0774 0.43 .Q 21.050 1.0780 0.43 .Q 21.067 1.0786 0.43 .Q 21.083 1.0792 0.43 .Q 21.100 1.0798 0.43 .Q 21.117 1.0804 0.43 .Q 21.133 1.0810 0,43 .Q 21.150 1.0816 0.43 .Q 21.167 1.0822 0.43 .Q 21.183 1.0828 0.43 .0 21.200 1.0833 0.43 .Q 21.217 1.0839 0.42 .Q 21.233 1.0845 0.42 .Q 21.250 1.0851 0.42 .Q 21.267 1.0857 0.42 .Q 21.283 1.0663 0.42 .Q 21.300 1.0868 0.42 .Q 21.317 1.0874 0.42 .0 21.333 1.0880 0.42 .Q 21.350 1.0886 0.42 .Q 21.367 1.0892 0.42 .Q 21.383 1.0897 0.42 .Q 21.400 1.0903 0.42 .Q 21.417 1.0909 0.42 .Q 21.433 1.0915 0.42 .0 21.450 1.0920 0.42 .Q 21.467 1.0926 0.42 .Q 21.483 1.0932 0.42 .Q 21.500 1.0938 0.42 .Q 21.517 1.0943 0.42 .0 21.533 1.0949 0.42 .Q 21.550 1.0955 0.41 .0 21.567 1.0960 0.41 -C 21.583 1.0966 0.41 .0 21.600 1.0972 0.41 .0 --------------------------------- 3.0 6.0 9.0 11.9 V V v v v v v v V V V V v v V v V v V V V V v v v V V V v V v v V V v v . v v V v V v V v V V v . V V V wl's U -.l F-1 U-1 r l V l Ul E - l arm --------------------------------------------------------------------------- ----------------------------------------------------------- TI------ VOL------ Q(CFS) 0. 3,0-------6_0------_9`0--- TIME (HRS) VOLUME(AF) O(CF$) 0. 3.0 6.0 9.0 11.9 ____________________________________________ --11_ ____________________________________________________________________________ 1.1254 0.39 - V 21.617 1.0978 0.41 .Q V 22.450 22.467 1.1259 0.39 .0 .Q V ' 21.633 1,09830. 41 .0 V 22.483 1.1265 0.39 .0 V ' 21.650 1.0989 0.41 .Q V 22.500 1.1270 0.39 .Q V ' 21.667 1.0995 0.41 .Q V 22.517 1.1275 0.39 .0 V - 21.683 1.1000 0.41 .0 V V 22.533 1.1281 0.39 .Q V ' 21.700 1.1006 0.41 .0 22.550 1.1286 0.39 .Q V ' 21.717 1.1012 0.41 .Q V V 22.567 1.1291 0.39 .Q V ' 21.733 1.1017 0.41 .0 22.583 1.1297 0.39 .0 V ' 21.750 1.1023 0.41 .0 V 22.600 1.1302 0.39 .Q V ' 21.767 1.1028 0.41 .Q V 22.617 1.1307 0.39 .0 V ' 21.783 1.1034 0.91 .Q V 22.633 1.1313 0.39 .Q V 21.800 1.1040 0.41 .Q V 22.650 1.1318 0.39 .0 V 21.817 1.1045 0.41 .Q V 22.667 1.1323 0.39 .0 - V ' 21.833 1.1051 0.41 .0 V V 22.683 1.1329 0.39 .Q V 21.850 1.1056 0.41 .Q 22.700 1.1334 0.39 .0 V 21.867 1.1062 0.41 .0 V 22.717 1.1339 0.38 .Q V 21.883 1.1068 0.91 .0 V 22.733 1.1345 0.38 .Q - V 21.900 1.1073 0.40 .0 V 22.750 1.1350 0.38 .Q - - V 21.917 1.1079 0.40 .0 V 22.767 1.1355 0.38 .Q - - V - 21.933 1.1084 0.40 .0 V 22.783 1.1360 0.38 .Q V 21.950 1.1090 0.40 .0 V 22.800 1.1366 0.38 .Q V 21.967 1.1095 0.40 .Q V 22.817 1.1371 0.38 .Q V 21.983 1.1101 0.40 .Q V 22.833 1.1376 0.38 .Q - V 22.000 1.1107 0.40 .Q V 22.850 1.1362 0.38 .0 V 22.017 1.1112 0.40 .Q - V 22.867 1.1387 0.38 .0 V 22.033 1.1118 0.40 .0 V 22.883 1.1392 0.38 .0 V •' 22.050 1.1123 0.40 .0 V 22.900 1.1397 0.38 .0 V 22.067 1.1129 0.40 .0 V V 22.917 1.1402 0.38 .Q - V ' 22.083 1.1134 0.40 .Q V 22.933 1.1400 0.38 .0 V ' 22.100 1.1140 0.40 .0 V 22.950 1.1413 0.38 .Q - V 22.117 1.1145 0.40 .0 22.967 1.1418 0.38 .0 V 22.133 1.1151 0.40 .0 V 22.983 1.1423 0.38 .Q - V - 22.150 1.1156 0.40 .0 - V V 23.000 1.1429 0.38 .Q V 22.167 1.1162 0.40 .Q 23.017 1.1434 0.38 .Q V 22.183 1.1167 0.40 .0 V V 23.033 1.1439 0.38 .Q - V 22.200 1.1173 0.40 .0 V 23.050 1.1444 0.38 .Q - V - 22.217 1.1178 0.40 .Q 23.067 1.1449 0.38 .Q - V - 22.233 1.1183 0.40 .Q V 23.083 1.1455 0.38 .Q V. 22.250 1.1189 0.40 .0 V V 23.100 1.1460 0.38 .0 V. 22.267 1.1194 0.40 .Q V 23.117 1.1465 0.38 .Q - V. 22.283 1.1200 0.39 .Q 23.133 1.1470 0.38 .Q - V. 22.300 1.1205 0.39 .0 V 23.150 1.1475 0.38 .Q V. 22.317 1.1211 0.39 .0 V 23.167 1.1480 0.38 .0 V. 22.333 1.1216 0.39 .Q V 23.183 1.1486 0.37 .Q V. 22.350 1.1221 0.39 .0 V 23.200 1.1491 0.37 .0 V. 22.367 1.1227 0.39 .0 - V 23.217 1.1496 0.37 .0 V. 22.383 1.1232 0.39 .0 V 23.233 1.1501 0.37 .Q - V. 22.400 1.1238 0.39 .Q V V 23.250 1.1506 0.37 .Q V. 22.417 1.1243 0.39 .Q 23.267 1.1511 0.37 .Q V. 22.433 1.1248 0.39 .0 V ---------------------------------------------------- TIME(HRS) VOLUMEW) Q(CFS) 0. 3.0 ---------------------- 6.0 9.0 11.9 ------------- 23.283 -------------------------------------------------------------- 1.1517 0.37 .Q - V. 23.300 1.1522 0.37 .Q V. 23.317 1.1527 0.37 .0 - V. 23.333 1.1532 0.37 .Q V. 23.350 1.1537 0.37 .Q - V. 23.367 1.1542 0.37 .Q V. 23.383 1.1547 0.37 .0 V. 23.400 1.1552 0.37 .0 V. 23.417 1.1557 0.37 .Q V. 23.433 1.1563 0.37 .Q V. 23.450 1.1568 0.37 .Q V. 23.467 1.1573 0.37 .Q V. 23.483 1.1578 0.37 .Q V. 23.500 1.1583 0.37 .Q - V. 23.517 1.1588 0.37 .Q - V. 23.533 1.1593 0.37 .Q - V. 23.550 1.1598 0.37 .Q V. 23.567 1.1603 0.37 .Q - V. 23.583 1.1608 0.37 .Q - V. 23.600 1.1613 0.37 .Q V. 23.617 1.1618 0.37 .Q - V. 23.633 1.1623 0.37 .Q - V. 23.650 1.1628 0.37 .0 V. 23.667 1.1633 0.37 .Q V. 23.683 1.1638 0.36 .0 • V. 23.700 1.1643 0.36 .Q V. 23.717 1.1648 0.36 .Q - V. 23.733 1.1653 0.36 .Q V. 23.750 1.1658 0.36 .Q - V. 23.767 1.1663 0.36 .Q - V. 23.783 1.1668 0.36 .Q - - V. 23.800 1.1673 0.36 .Q - V. 23.817 1.1678 0.36 .Q - V. 23.833 1.1683 0.36 .Q V. 23.850 1.1688 0.36 .Q V. 23.867 1.1693 0.36 .Q - - V. 23.883 1.1698 0.36 .0 - V. 23.900 1.1703 0.36 .Q - V. 23.917 1.1708 0.36 .Q V. 23.933 1.1713 0.36 .Q V. 23.950 1.1718 0.36 .Q V. 23.967 1.1723 0.36 .Q V. 23.983 1.1728 0.36 .Q V. 24.000 1.1733 0.36 .Q - V. 24.017 1.1738 0.32 .Q - - V. 24.033 1.1741 0.25 Q V. 24.050 1.1743 0.18Q - V. 24.067 1.1745 0.11 Q - - V. 24.083 1.1745 0.04 Q - V , 4� FLOW PROCESS FROM NODE 11.00 TO NODE 11.00 IS CODE = 3.2 -------------------------------------------------------------------------- >>>>>FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #1<<<<< INFLOW (STREAM 1) I I X111 V _effective depth ----------- I (and volume) I I I I I I I....V........ detention I< -->I outflow basin I I......••• ----------- I I \ I I dead I basin outlet V I storage I OUTFLOW --------- (STREAM 1) ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 1 ow THROUGH A FLOW-THROUGH DETENTION BASIN SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 0.000 SPECIFIED DEAD STORAGE(AF) FILLED = 0.000 SPECIFIED EFFECTIVE VOLUME(AF) FILLED ABOVE OUTLET = 0.000 DETENTION BASIN CONSTANT LOSS RATE(CFS) = 1.18 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 0.00 0.00 0.000 2 0.17 0.01 0.014 3 0.33 0.02 0.028 4 0.50 0.03 0.041 5 0.67 0.04 0.055 6 0.83 0.05 0.069 7 1.00 6.20 0.083 8 1.17 17.50 0.096 9 1.33 32.20 0.110 10 1.50 49.50 0.124 --- MODIFIED-PULS=BASIN ROUTING=MODEL=RESULTS(I-MINUTE=COMPUTATION INTERVALS). ------- ===-a====--________- (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; ------==---=ID--====�____--__-__====tee===e=====___ MODIFIED-PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS): MEAN OUTFLOW is the average value during the unit interval.) (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN MEAN OUTFLOW is the average value during the unit interval.) CLOCK EFFECTIVE OUTFLOW EFFECTIVE MEQ TIME DEAD -STORAGE FI LLED(AF) INFLOW (CFS) LOSS (CFS) DEPTH(FT) (CFS) VOLUME WA CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE -----__----(HRS) ---------------------0.00---------- 0.0 0.000 (HRS) FILLED(AF) (CFS) (CFS) DEPTH(-- (CFS) VO------) 0.850 0.000 0.36 0.36 0.00 0.000 --------------- _________________________________ 0.867 0.000 0.36 0.36 0.00 0.0 0.017 0.000 0.04 0.04 0.00 0.0 0.000 0.883 0.000 0.37 0.37 0.00 0.0 0.000 0.033 0.000 0.11 0.11 0.00 0.0 0.000 0.900 0.000 0.37 0.37 0.00 0.0 0.000 0.050 0.000 0.18 0.18 0.00 0.0 0.000 0.917 0.000 0.37 0.37 0.00 0.0 0.000 0.067 0.000 0.25 0.25 0.00 0.0 0.000 0.933 0.000 0.37 0.37 0.00 0.0 0.000 0.083 0.000 0.32 0.32 0.00 0.0 0.000 0.950 0.000 0.37 0.37 0.00 0.0 0.000 0.100 0.000 0.36 0.36 0.00 0.0 0.000 0.967 0.000 0.37 0.37 0.00 0.0 0.000 0.117 0.000 0.36 0.36 0.00 0.0 0.000 0.983 0.000 0.37 0.37 0.00 0.0 0.000 0.133 0.000 0.36 0.36 0.00 0.0 0.000 1.000 0.000 0.37 0.37 0.00 0.0 0.000 0.150 0.000 0.36 0.36 0.00 0.0 0.000 1.017 0.000 0.37 0.37 0.00 0.0 0.000 0.167 0.000 0.36 0.36 0.00 0.0 0.000 1.033 0.000 0.37 0.37 0.00 0.0 0.000 0.183 0.000 0.36 0.36 0.00 0.0 0.000 1.050 0.000 0.37 0.37 0.00 0.0 0.000 0.200 0.000 0.36 0.36 0.00 0.0 0.000 1.067 0.000 0.37 0.37 0.00 0.0 0.000 0.217 0.000 0.36 0.36 0.00 0.0 0.000 1.083 0.000 0.37 0.37 0.00 0.0 0.000 0.233 0.000 0.36 0.36 0.00 0.0 0.000 1.100 0.000 0.37 0.37 0.00 0.0 0.000 0.250 0.000 0.36 0.36 0.00 0.0 0.000 1.117 0.000 0.37 0.37 0.00 0.0 0.000 0.267 0.000 0.36 0.36 0.00 0.0 0.000 1.133 0.000 0.37 0.37 0.00 0.0 0.000 0.283 0.000 0.36 0.36 0.00 0.0 0.000 1.150 0.000 0.37 0.37 0.00 0.0 0.000 0.300 0.000 0.36 0.36 0.00 0.0 0.000 1.167 0.000 0.37 0.37 0.00 0.0 0.000 0.317 0.000 0.36 0.36 0.00 0.0 0.000 1.183 0.000 0.37 0.37 0.00 0.0 0.000 0.333 0.000 0.36 0.36 0.00 0.0 0.000 1.200 0.000 0.37 0.37 0.00 0.0 0.000 0.350 0.000 0.36 0.36 0.00 0.0 0.000 1.217 0.000 0.37 0.37 0.00 0.0 0.000 0.367 0.000 0.36 0.36 0.00 0.0 0.000 1.233 0.000 0.37 0.37 0.00 0.0 0.000 0.383 0.000 0.36 0.36 0.00 0.0 0.000 1.250 0.000 0.37 0.37 0.00 0.0 0.000 0.400 0.000 0.36 0.36 0.00 0.0 0.000 1.267 0.000 0.37 0.37 0.00 0.0 0.000 0.417 0.000 0.36 0.36 0.00 0.0 0.000 1.283 0.000 0.37 0.37 0.00 0.0 0.000 0.433 0.000 0.36 0.36 0.00 0.0 0.000 1.300 0.000 0.37 0.37 0.00 0.0 0.000 0.450 0.000 0.36 0.36 0.00 0.0 0.000 1.317 0.000 0.37 0.37 0.00 0.0 0.000 0.467 0.000 0.36 0.36 0.00 0.0 0.000 1.333 0.000 0.37 0.37 0.00 0.0 0.000 0.483 0.000 0.36 0.36 0.00 0.0 0.000 1.350 0.000 0.37 0.37 0.00 0.0 0.000 0.500 0.000 0.36 0.36 0.00 0.0 0.000 1.367 0.000 0.37 0.37 0.00 0.0 0.000 0.517 0.000 0.36 0.36 0.00 0.0 0.000 1.363 0.000 0.37 0.37 0.00 0.0 0.000 0.533 0.000 0.36 0.36 0.00 0.0 0.000 1.400 0.000 0.37 0.37 0.00 0.0 0.000 0.550 0.000 0.36 0.36 0.00 0.0 0.000 1.417 0.000 0.37 0.37 0.00 0.0 0.000 0.567 0.000 0.36 0.36 0.00 0.0 0.000 1.433 0.000 0.37 0.37 0.00 0.0 0.000 0.583 0.000 0.36 0.36 0.00 0.0 0.000 1.450 0.000 0.37 0.37 0.00 0.0 0.000 0.600 0.000 0.36 0.36 0.00 0.0 0.000 1.467 0.000 0.37 0.37 0.00 0.0 0.000 0.617 0.000 0.36 0.36 0.00 0.0 0.000 1.483 0.000 0.37 0.37 0.00 0.0 0.000 0.633 0.000 0.36 0.36 0.00 0.0 0.000 1.500 0.000 0.37 0.37 0.00 0.0 0.000 0.650 0.000 0.36 0.36 0.00 0.0 0.000 1.517 0.000 0.37 0.37 0.00 0.0 0.000 0.667 0.000 0.36 0.36 0.00 0.0 0.000 1.533 0.000 0.37 0.37 0.00 0.0 0.000 0.683 0.000 0.36 0.36 0.00 0.0 0.000 1.550 0.000 0.37 0.37 0.00 0.0 0.000 0.700 0.000 0.36 0.36 0.00 0.0 0.000 1.567 0.000 0.37 0.37 0.00 0.0 0.000 0.717 0.000 0.36 0.36 0.00 0.0 0.000 1.583 0.000 0.37 0.37 0.00 0.0 0.000 0.733 0.000 0.36 0.36 0.00 0.0 0.000 1.600 0.000 0.37 0.37 0.00 0.0 0.000 0.750 0.000 0.36 0.36 -0.00 0.0 0.000 1.617 0.000 0.37 0.37 0.00 0.0 0.000 0.767 0.000 0.36 0.36 0.00 0.0 0.000 1.633 0.000 0.37 0.37 0.000.0 0.000 0.783 0.000 0.36 0.36 0.00 0.0 0.000 1.650 0.000 0.37 0.37 0.00 0.0 0.000 0.800 0.000 0.36 0.36 0.00 0.0 0.000 1.667 0.000 0.37 0.37 0.00 0.0 0.000 0.817 0.000 0.36 0.36 0.00 0.0 0.000 0.833 0.000 0.36 0.36 0.00 0.0 0.000 affiMODIFIEDi BASIN-ROUTING-MODEL-RESULTS(I-MINUTE COMPUTATIONa INTERVALS); MODIFIED-PULS yBASIN gROUTING-MODEL RESULTS(1-MINUTEaCOMPUTATION-INTERVALS): the clock time: PULS DEPTH VOLUME are estimated at the clock time: (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at (Note: Computed EFFECTIVE and MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS MEAN EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ____________________________________________________________ _---_ __-__(HRS) __________ ___________________________________________________________ 0.000 0.38 0.38 0.00 0.0 0.000 1.683 0.000 0.37 0.37 0.00 0.0 0.000 2.517 0.000 0.38 0.38 0.00 0.0 0.000 1.700 0.000 0.37 0.37 0.00 0.0 0.000 2.533 0.000 0.38 0.38 0.00 0.0 0.000 1.717 0.000 0.37 0.37 0.00 0.0 0.000 2.550 2.567 0.000 0.38 0.38 0.00 0.0 0.000 1.733 0.000 0.37 0.37 0.00 0.0 0.000 2.583 0.000 0.38 0.38 0.00 0.0 0.000 1.750 0.000 0.37 0,37 0.00 0.0 0.000 2.600 0.000 0.38 0.38 0.00 0.0 0.000 1.767 0.000 0.37 0.37 0.00 0.0 0.000 2.617 0.000 0.38 0.30 0.00 0.0 0.000 1.783 0.000 0.37 0,37 0.00 0.0 0.000 2.633 0.000 0.38 0.38 0.00 0.0 0.000 1.800 0.000 0.37 0.37 0.00 0.0 0.000 2.650 0.000 0.38 0.38 0.00 0.0 0.000 1.817 0.000 0.37 0.37 0.00 0.0 0.000 2.667 0.000 0.38 0.38 0.00 0.0 0.000 1.833 0.000 0.37 0.37 0.00 0.0 0.000 2.683 0.000 0.38 0.38 0.00 0.0 0.000 1.850 0.000 0.37 0.37 0.00 0.0 0.000 2.700 0.000 0.38 0.38 0.00 0.0 0.000 1.867 0.000 0.37 0.37 0.00 0.0 0.000 2.717 0.000 0.38 0.38 0.00 0.0 0.000 1.883 0.000 0.37 0.37 0.00 0.0 0.000 0.000 0.38 0.38 0.00 0.0 0.000 1.900 0.000 0.38 0.38 0.00 0.0 0,000 2.733 2.750 0.000 0.38 0.38 0.00 0.0 0.000 1.917 0.000 0.38 0.38 0.00 0.0 0.000 2.767 0.000 0,38 0.38 0.00 0.0 0.000 1.933 0.000 0.38 0.38 0.00 0.0 0.000 2.783 0.000 0.38 0.30 0.00 0.0 0.000 1.950 0.000 0.36 0.38 0.00 0.0 0.000 2.800 0.000 0.36 0.38 0.00 0.0 0.000 1.967 0.000 0.38 0.38 0.00 0.0 0.000 2.617 0.000 0.38 0.38 0.00 0.0 0.000 1.983 0.000 0.38 0.38 0.00 0.0 0.000 0.000 0.38 0.38 0.00 0.0 0.000 2.000 0.000 0.38 0.38 0.00 0.0 0.000 2.833 0.000 0.39 0.39 0.00 0.0 0.000 2.017 0.000 0.38 0.38 0.00 0.0 0.000 2.850 0.000 0.39 0.39 0.00 0,0 0.000 2.033 0.000 0.38 0.38 0.00 0.0 0.000 2.867 0.000 0.39 0.39 0.00 0.0 0.000 2.050 0.000 0.38 0.38 0.00 0.0 0.000 2.883 0.000 0.39 0.39 0.00 0.0 0.000 2.067 0.000 0.38 0.38 0.00 0.0 0.000 2.900 2.917 0.000 0.39 0.39 0.00 0.0 0.000 2.083 0.000 0.38 0,38 0.00 0.0 0.000 2.933 0.000 0.39 0.39 0.00 0.0 0.000 2.100 0.000 0.38 0.38 0.00 0.0 0.000 2.950 0.000 0.39 0.39 0.00 0.0 0.000 2.117 0.000 0.38 0.38 0.00 0.0 0.000 2.967 0.000 0.39 0.39 0.00 0.0 0.000 2.133 0.000 0.38 0.38 0.00 0.0 0.000 0.000 0.39 0.39 0.00 0.0 0.000 2.150 0.000 0.38 0.38 0.00 0.0 0.000 2.983 0.000 0.39 0.39 0.00 0.0 0. 000 2.167 0.000 0.38 0.38 0.00 0.0 0.000 3.000 0.000 0.39 0.39 0.00 0.0 0.000 2.183 0.000 0.38 0.38 0.00 0.0 0.000 3.017 0.000 0.39 0.39 0.00 0.0 0.000 2,200 0.000 0.38 0.38 0.00 0.0 0.000 3.033 3.050 0.000 0.39 0.39 0.00 0,0 0.000 2.217 0.000 0.38 0.38 0.00 0.0 0.000 3.067 0.000 0. 39 0.39 0.00 0.0 0.000 2.233 0.000 0.38 0.38 0.00 0.0 0.000 3.083 0.000 0.39 0.39 0.00 0.0 0.000 2.250 0.000 0.38 0.38 0.00 0.0 0.000 0.000 0.39 0.39 0.00 0.0 0.000 2.267 0.000 0.38 0.38 0.00 0.0 0.000 3.100 3.117 0.000 0.39 0.39 0.00 0.0 0.000 2.283 0.000 0.38 0.38 0.00 0.0 0.000 3.133 0.000 0.39 0.39 0.00 0.0 0.000 2.300 0.000 0.38 0.38 0.00 0.0 0.000 0.000 0.39 0.39 0.00 0.0 0.000 2.317 0.000 0.38 0.38 0.00 0.0 0.000 3.150 3.167 0.000 0.39 0.39 0.00 0.0 0.000 2.333 0.000 0.38 0.38 0.00 0.0 0.000 3.183 0.000 0.39 0.39 0.00 0.0 0.000 2.350 0.000 0.38 0.38 0.00 0.0 0.000 3.200 0.000 0.39 0.39 0.00 0.0 0.000 2.367 0.000 0.38 0.38 0.00 0.0 0.000 3.217 0.000 0.39 0.39, 0.00 0.0 0.000 2.383 0.000 0.30 0.38 0.00 0.0 0.000 3.233 0.000 0.39 0.39 0.00 0.0 0.000 2.400 0.000 0.38 0.38 0.00 0.0 0.000 3.250 0.000 0.39 0.39 0.00 0.0 0.000 2.417 0.000 0.38 0.38 0.00 0.0 0.000 3.267 0.000 0.39 0.39 0.00 0.0 0.000 2.433 0.000 0.38 0.38 0.00 0.0 0.000 3.283 0.000 0.39 0.39 0.00 0.0 0.000 2.450 0.000 0.38 0.38 0.00 0.0 0.000 3.300 0.000 0.39 0.39 0.00 0.0 0.000 2.467 0.000 0.38 0.38 0.00 0.0 0.000 0.000 0.39 0.39 0.00 0.0 0.000 2.483 0.000 0.36 0.38 0.00 0.0 0.000 3.317 0.000 0.39 0.39 0.00 0.0 0.000 2.500 0.000 0.38 0.38 0.00 0.0 0.000 3.333 F_ l °A r f I r r I r I w l f, .I i" I F, I r I kms w`1 U_j MODIFIED-PULS- 6BASINi ROUTING MODEL-MINUTE6COMPUTATION INTERVALS). afMODIFIED PULSiBASINEAOUTING MODEL RESULTS(1 MINUTE:COMPUTATI the time;LS (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ___________(HRS) _______________________ _____________________________________ __________________________-_________-_______________________ 4.183 0.000 0.90 0.40 0.00 0.0 0.000 3.350 0.000 0.39 0.39 0.00 0.0 0.000 4.200 0.000 0.40 0.40 0.00 0.0 0.000 3.367 0.000 0.39 0.39 0.00 0.0 0.000 4.217 0.000 0.40 0.40 0.00 0.0 0.000 3.383 0.000 0.39 0.39 0.00 0.0 0.000 4.233 0.000 0.40 0.40 0.00 0.0 0.000 3.900 0.000 0.39 0.39 0.00 0.0 0.000 4.250 0.000 0.40 0.40 0.00 0.0 0.000 3.417 0.000 0.39 0.39 0.00 0.0 0.000 4.267 0.000 0 .40 0.40 0.00 0.0 0.000 3.433 0,000 0.39 0.39 0.00 0.0 0.000 4.283 0.000 0.40 0.40 0.00 0.0 0.000 3.450 0.000 0.39 0.39 0.00 0.0 0.000 4.300 0.000 0.40 0.40 0.00 0.0 0.000 3.467 0.000 0.39 0.39 0.00 0.0 0.000 4.317 0.000 0.40 0.40 0.00 0.0 0.000 3.483 0.000 0.39 0.39 0.00 0.0 0.000 4.333 0.000 0.40 0.90 0.00 0.0 0.000 3.500 0.000 0.39 0.39 0.00 0.0 0.000 4.350 0.000 0.40 0.40 0.00 0.0 0.000 3.517 0.000 0.39 0.39 0.00 0.0 0.000 4.367 0.000 0.40 0.40 0.00 0.0 0.000 3.533 0.000 0.39 0.39 0.00 0.0 0.000 4.383 0.000 0.40 0.40 0.00 0.0 0.000 3.550 0.000 0.39 0.39 0.00 0.0 0.000 4.900 0.000 0.90 0.40 0.00 0.0 0.000 3.567 0.000 0.39 0.39 0.00 0.0 0.000 4.417 0.000 0.40 0.40 0.00 0.0 0.000 3.583 0.000 0.39 0.39 0.00 0.0 0.000 4.433 0.000 0.40 0.40 0.00 0.0 0.000 3.600 0.000 0.39 0.39 0.00 0.0 0.000 9.450 0 0.41 0.41 0.00 0.0 0.000 3.617 0.000 0.39 0.39 0.00 0.0 0.000 4.467 .000 0.000 0.41 0.91 0.00 0.0 0.000 3.633 0.000 0.39 0.39 0.00 0.0 0.000 4.483 0.000 0.41 0.41 0.00 0.0 0.000 3.650 0.000 0.39 0.39 0.00 0.0 0.000 4.500 0 0.41 0.41 0.00 0.0 0.000 3.667 0.000 0.39 0.39 0.00 0.0 0.000 4.517 .000 0.000 0.41 0.91 0.00 0.0 0.000 3.683 0.000 0.39 0.39 0.00 0.0 0.000 4.533 0.000 0.41 0.91 0.00 0.0 0.000 3.700 0.000 0.40 0.40 0.00 0.0 0.000 4.550 0.000 0.41 0.41 0.00 0.0 0.000 3.717 0.000 0.40 0.40 0.00 0.0 0.000 4.567 0.000 0.41 0.41 0.00 0.0 0.000 3.733 0.000 0.40 0.40 0.00 0.0 0.000 4.583 0.000 0.41 0.41 0.00 0.0 0.000 3.7 50 0.000 0.40 0.90 0.00 0.0 0.000 4.600 0.000 0.41 0.41 0.00 0.0 0.000 3.767 0.000 0.40 0.40 0.00 0.0 0.000 4.617 0.000 0,41 0.91 0.00 0.0 0.000 3.783 0.000 0.40 0.40 0.00 0.0 0.000 4.633 0.000 0.41 0.41 0.00 0.0 0.000 3.800 0.000 0.40 0.40 0.00 0.0 0.000 4.650 0.000 0.41 0.41 0.00 0.0 0.000 3.817 0.000 0.90 0.40 0.00 0.0 0.000 4.667 0.000 0.41 0.41 0.00 0.0 0.000 3.833 0.000 0.40 0.40 0.00 0.0 0.000 4.683 0.000 0. 91 0.41 0.00 0.0 0.000 3.850 0.000 0.40 0.40 0.00 0.0 0.000 4.700 0.000 0.41 0.91 0.00 0.0 0.000 3.867 0.000 0.40 0.40 0.00 0.0 0.000 4.717 0.000 0.41 0.41 0.00 0.0 0.000 3.883 0.000 0.40 0.40 0.00 0.0 0.000 4.733 0.000 0.41 0.41 0.00 0.0 0.000 3.900 0.000 0.90 0.90 0.00 0.0 0.000 4.750 0.000 0.41 0.41 0.00 0.0 0.000 3.917 0.000 0.40 0.40 0.00 0.0 0.000 4.767 0.000 0.41 0.41 0.00 0.0 0.000 3.933 0.000 0.40 0.40 0.00 0.0 0.000 4.783 0.000 0.41 0.41 0.00 0.0 0.000 3.950 0.000 0.40 0.40 0.00 0.0 0.000 4.800 0.000 0.41 0.41 0,00 0.0 0.000 3.967 0.000 0.40 0.40 0.00 0.0 0.000 4.817 0.000 0.41 0.41 0.00 0.0 0.000 3.983 0.000 0.90 0.40 0.00 0.0 0.000 4.833 0.000 0.41 0.1 0.00 0.0 0.000 4.000 0.000 0.40 0.40 0.00 0.0 0.000 4.850 0.000 0.41 0.441 0.00 0.0 0.000 4.017 0.000 0.40 0.40 0.00 0.0 0.000 4.867 0.000 0.41 0.41 0.00 0.0 0.000 4.033 0.000 0.40 0.40 0.00 0.0 0.000 9.883 0.000 0.41 0.91 0.00 0.0 0.000 4.050 0.000 0.40 0.40 0.00 0.0 0.000 4.900 0.000 0.41 0.41 0.00 0.0 0.000 4.067 0.000 0.40 0.90 0.00 0.0 0.000 4.917 0.000 0.41 0.41 0.00 0.0 0.000 9,083 0.000 0.40 0.40 0.00 0.0 0.000 4.933 0.000 0.41 0.41 0.00 0.0 0.000 4.100 0.000 0.90 0.40 0.00 0.0 0.000 4.950 0.000 0.41 0.41 0.00 0.0 0.000 4.117 0.000 0.40 0.90 0.00 0.0 0.000 4.967 0.000 0.41 0.41 0.00 0.0 0.000 4.133 0.000 0.40 0.40 0.00 0.0 0.000 4.983 0.000 0.41 0.41 0.00 0.0 0.000 4.150 0.000 0.40 0.40 0.00 0.0 0.000 5.000 0.000 0.41 0.41 0.00 0.0 0.000 4.167 0,000 0.40 0.40 0.00 0.0 0.000 EzMODIFIED-PULSzBASINaROUTING'MODELyRESULTS(1 MINUTE COMPUTATION'INTERVALS)' i(Note:EComputeBASIN EMODEL MINUTE COMPUTATION INTEAVALS)g time: VOLUME estimated at the clock time: EFFECTIVEROUTING DEPTH (Note: Computed EFFECTIVE DEPTH d VOLUME and VOLUME are estimated at the clock (Note: Computed EFFECTIVE DEPTH and are MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW M is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS MEAN EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE VOLUME(AF) (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF)-___ ____________________________________________________________ ------ (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) ____________________________________________________________________________ 0.000 0.43 0.43 0.00 0.0 0.000 5.017 0.000 0.41 0.41 0.00 0.0 0.000 5.850 0.000 0.43 0.43 0.00 0.0 0.000 5.033 0.000 0.41 0.41 0.00 0.0 0.000 5 .867 0.43 0.43 0.00 0. 0 0.000 5.050 0.000 0.41 0.41 0.00 0.0 0.000 5.883 0.000 0.000 0.43 0.43 0.00 0.0 0.000 5.067 0.000 0.41 0.91 0.00 0.0 0.000 5.900 0.000 0.43 0.43 0.00 0.0 0.000 5.083 0.000, 0.41 0.41 0.00 0.0 0.000 5.917 5.933 0.000 0.43 0.93 0.00 0.0 0.000 5.100 0.000 0.41 0.41 0.00 0.0 0.000 5.950 0.000 0.43 0.43 0.00 0.0 0.000 5.117 0.000 0.41 0.41 0.00 0.0 0.000 5.967 0.000 0.43 0.43 0.00 0.0 0.000 5.133 0.000 0.41 0.41 0.00 0.0 0.000 0.000 0.43 0.43 0.00 0.0 0.000 5.150 0.000 0.41 0.41 0.00 0.0 0.000 5.983 6.000 0.000 0.43 0.43 0.00 0.0 0.000 5.167 0.000 0.41 0.41 0.00 0.0 0.000 6.017 0.000 0.43 0.43 0.00 0.0 0.000 5.183 0.000 0.42 0.42 0.00 0.0 0.000 0.000 0.93 0.43 0.00 0.0 0.000 5.200 0.000 0.42 0.42 0.00 0.0 0.000 6.033 0.000 0.43 0.43 0.00 0.0 0.000 5.217 0.000 0.42 0.42 0.00 0.0 0.000 6.050 0.000 0.43 0.43 0.00 0.0 0.000 5.233 0.000 0.42 0.42 0.00 0.0 0.000 6.067 6.063 0.000 0.43 0.93 0.00 0.0 0.000 5.250 0.000 0.42 0.42 0.00 0.0 0.000 6.100 0.000 0.43 0.43 0.00 0.0 0.000 5.267 0.000 0.42 0.42 0.00 0.0 0.000 6.117 0.000 0.43 0.43 0.00 0.0 0.000 5.283 0.000 0.42 0.42 0.00 0.0 0.000 6.133 0.000 0.43 0.43 0.00 0.0 0.000 5.300 0.000 0.42 0.42 0.00 0.0 0.000 0.000 0.43 0.43 0.00 0.0 0.000 5.317 0.000 0.42 0.42 0.00 0.0 0.000 6.150 0.43 0.43 0.00 0.0 0.000 5.333 0.000 0.42 0.92 0.00 0.0 0.000 6.167 0.000 0.43 0.43 0.00 0.0 0.000 5.350 0.000 0.42 0.42 0.00 0.0 0.000 6.183 0.000 0.000 0.43 0.43 0.00 0.0 0.000 5.367 0.000 0.42 0.42 0.00 0.0 0.000 6.200 6.217 0.000 0.43 0.43 0.00 0.0 0.000 5.383 0.000 0.42 0.92 0.00 0.0 0.000 6.233 0.000 0.43 0.93 0.00 0.0 0.000 5.400 0.000 0.42 0.42 0.00 0.0 0.000 6.250 0.000 0.43 0.43 0.00 0.0 0.000 5.417 0.000 0.42 0.42 0.00 0.0 0.000 6.267 0.000 0.43 0.43 0.00 0.0 0.000 5.433 0.000 0.42 0.42 0.00 0.0 0.000 6.283 0.000 0.43 0.43 0.00 0.0 0.000 5.450 0.000 0.42 0.42 0.00 0.0 0.000 6.300 0.000 0.43 0.43 0.00 0.0 0.000 5.967 0.000 0.42 0.42 0.00 0.0 0.000 6.317 0.000 0.43 0.43 0.00 0.0 0.000 5.483 0.000 0.42 0.42 0.00 0.0 0.000 6.333 0.000 0.43 0.43 0.00 0.0 0.000 5.500 0.000 0.42 0.42 0.00 0.0 0.000 6.350 0.000 0.43 0.43 0.00 0.0 0.000 5.517 0.000 0.42 0.42 0.00 0.0 0.000 6.367 0.000 0.43 0.43 0.00 0.0 0.000 5.533 0.000 0.42 0.42 0.00 0.0 0.000 6.383 0.000 0.43 0.43 0.00 0.0 0.000 5.550 0.000 0.42 0.42 0.00 0.0 0.000 6.400 0.000 0.43 0.43 0.00 0.0 0.000 5.567 0.000 0.42 0.42 0.00 0.0 0.000 0.000 0.44 0.44 0.00 0.0 0.000 5.583 0.000 0.42 0.42 0.00 0.0 0.000 6.417 6.433 0.000 0.44 0.44 0.00 0.0 0.000 5.600 0.000 0.42 0.42 0.00 0.0 0.000 6.450 0.000 0.44 0.44 0.00 0.0 0.000 5.617 0.000 0.42 0.42 0.00 0.0 0.000 6.467 0.000 0.44 0.44 0.00 0.0 0.000 5.633 0.000 0.42 0.92 0.00 0.0 0.000 6.483 0.000 0.44 0.44 0.00 0.0 0.000 5.650 0.000 0.42 0.42 0.00 0.0 0.000 6.500 0.000 0.44 0.44 0.00 0.0 0.000 5.667 0.000 0.42 0.42 0.00 0.0 0.000 6.517 0.000 0.44 0.44 0.00 0.0 0.000 5.683 0.000 0.42 0.42 0.00 0.0 0.000 6.533 0.000 0.44 0.44 0.00 0.0 0.000 5.700 0.000 0.42 0.42 0.00 0.0 0.000 6.550 0.000 0.44 0.44 0.00 0.0 0.000 5.717 0.000 0.42 0.42 0.00 0.0 0.000 6.567 0.000 0.44 0.44 0.00 0.0 0.000 5.733 0.000 0.42 0.42 0.00 0.0 0.000 6.583 0.000 0.44 0.44 0.00 0.0 0.000 5.750 0.000 0.42 0.42 0.00 0.0 0.000 0.000 0.44 0.44 0.00 0.0 0.000 5.767 0.000 0.42 0.42 0.00 0.0 0.000 6.600 0.000 0.44 0.44 0.00 0.0 0.000 5.783 0.000 0.42 0.42 0.00 0.0 0.000 6.617 0.44 0.44 0.00 0.0 0.000 5.800 0.000 0.42 0.42 0.00 0.0 0.000 6.633 0.000 0.000 0.44 0.44 0.00 0.0 0.000 5.817 0.000 0.43 0.43 0.00 0.0 0.000 6.650 0.000 0.44 0.44 0.00 0.0 0.000 5.833 0.000 0.43 0.43 0.00 0.0 0.000 6.667 Ui "Wig U I C I f Irl WIN r"I r o wl ---- _------------------- _------ ______------------- __________________________ MODIFIED -PULS BASIN ROUTING MODEL RESULTS (I -MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: MEAN OUTFLOW is the average value during the unit interval.) CLOCK CLOCK MEAN MEAN TIME TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ______________ 6.683 ______--_____-___-____________-______--_____________ 0.000 0.44 0.44 0.00 0.0 0.000 6.700 0.000 0.44 0.44 0.00 0.0 0.000 6.717 0.000 0.44 0.44 0.00 0.0 0.000 6.733 0.000 0.44 0.44 0.00 0.0 0.000 6.750 0.000 0.44 0.44 0.00 0.0 0.000 6.767 0.000 0.44 0.44 0.00 0.0 0.000 6.783 0.000 0.44 0.44 0.00 0.0 0.000 6.800 0.000 0.44 0.44 0.00 0.0 0.000 6.817 0.000 0.44 0.44 0.00 0.0 0.000 6.833 0.000 0.44 0.44 0.00 0.0 0.000 6.850 0.000 0.44 0.44 0.00 0.0 0.000 6.667 0.000 0.44 0.44 0.00 0.0 0.000 6.883 0.000 0.44 0.44 0.00 0.0 0.000 6.900 0.000 0.44 0.44 0.00 0.0 0.000 6.917 0.000 0.44 0.44 0.00 0.0 0.000 6.933 0.000 0.44 0.44 0.00 0.0 0.000 6.950 0.000 0.44 0.44 0.00 0.0 0.000 6.967 0.000 0.45 0.45 0.00 0.0 0.000 6.983 0.000 0.45 0.45 0.00 0.0 0.000 7.000 0.000 0.45 0.45 0.00 0.0 0.000 7.017 0.000 0.45 0.45 0.00 0.0 0.000 7.033 0.000 0.45 0.45 0.00 0.0 0.000 7.050 0.000 0.45 0.45 0.00 0.0 0.000 7.067 0.000 0.45 0.45 0.00 0.0 0.000 7.063 0.000 0.45 0.45 0.00 0.0 0.000 7.100 0.000 0.45 0.45 0.00 0.0 0.000 7.117 0.000 0.45 0.45 0.00 0.0 0.000 7.133 0,000 0.45 0.45 0.00 0.0 0.000 7.150 0.000 0.45 0.45 0.00 0.0 0.000 7.167 0.000 0.45 0.45 0.00 0.0 0.000 7.183 0.000 0.45 0.45 0.00 0.0 0.000 7.200 0.000 0.45 0.45 0.00 0.0 0.000 7.217 0.000 0.45 0.45 0.00 0.0 0.000 7.233 0.000 0.45 0.45 0.00 0.0 0.000 7.250 0.000 0.45 0.45 0.00 0.0 0.000 7.267 0.000 0.45 0.45 0.00 0.0 0.000 7.283 0.000 0.45 0.45 0.00 0.0 0.000 7.300 0.000 0.45 0.45 0.00 0.0 0.000 7.317 0.000 0.45 0.45 0.00 0.0 0.000 7.333 0.000 0.45 0.45 0.00 0.0 0.000 7.350 0.000 0.45 0.45 0.00 0.0 0.000 7.367 0.000 0.45 0.45 0.00 0.0 0.000 7.363 0.000 0.45 0.45 0.00 0.0 0.000 7.400 0.000 0.45 0.45 0.00 0.0 0.000 7.417 0.000 0.45 0.45 0.00 0.0 0.000 7.433 0.000 0.45 0.45 0.00 0.0 0.000 7.450 0.000 0.45 0.45 0.00 0.0 0.000 7.467 0.000 0.46 0.46 0.00 0.0 0.000 7.483 0.000 0.46 0.46 0.00 0.0 0.000 7,500 0.000 0.46 0.46 0.00 0.0 0.000 _______n=_________________________________ MODIFIED -PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ____________________________________________________________________________ 7.517 0.000 0.46 0.46 0.00 0.0 0.000 7.533 0.000 0.46 0.46 0.00 0.0 0.000 7.550 0.000 0.46 0.46 0.00 0.0 0.000 7,567 0.000 0.46 0.46 0.00 0.0 0.000 7.583 0.000 0.46 0.46 0.00 0.0 0.000 7.600 0.000 0.46 0.46 0.00 0.0 0.000 7.617 0.000 0.46 0.46 0.00 0.0 0.000 7.633 0.000 0.46 0.46 0.00 0.0 0.000 7.650 0.000 0.46 0.46 0.00 0.0 0.000 7,667 0.000 0.46 0.46 0.00 0.0 0.000 7.683 0.000 0.46 0.46 0.00 0.0 0.000 7.700 0.000 0.46 0,46 0.00 0.0 0.000 7.717 0.000 0.46 0.46 0.00 0.0 0.000 7.733 0.000 0.46 0.46 0.00 0.0 0.000 7.750 0.000 0.46 0.46 0.00 0.0 0.000 7.767 0.000 0.46 0.46 0.00 0.0 0.000 7.783 0.000 0.46 0.46 0.00 0.0 0.000 7.800 0.000 0.46 0.46 0.00 0.0 0.000 7,817 0.000 0.46 0.46 0.00 0.0 0.000 7.833 0.000 0.46 0.46 0.00 0.0 0.000 7.650 0.000 0.46 0.46 0.00 0.0 0.000 7.867 0.000 0.46 0.46 0.00 0.0 0.000 7.883 0.000 0.46 0.46 0.00 0.0 0.000 7.900 0.000 0.46 0.46 0.00 0.0 0.000 7.917 0.000 0.46 0.46 0.00 0.0 0.000 7.933 0.000 0.47 0.47 0.00 0.0 0.000 7.950 0.000 0.47 0.47 0.00 0.0 0.000 7.967 0.000 0.47 0.47 0.00 0.0 0.000 7.983 0.000 0.47 0.47 0.00 0.0 0.000 8.000 0.000 0.47 0.47 0.00 0.0 0.000 8.017 0.000 0.47 0.47 0.00 0.0 0.000 8.033 0.000 0.47 0.47 0.00 0.0 0.000 8.050 0.000 0.47 0.47 0.00 0.0 0.000 8.067 0.000 0.47 0.47 0.00 0.0 0.000 8.083 0.000 0.47 0.47 0.00 0.0 0.000 8.100 0.000 0.47 0.47 0.00 0.0 0.000 8.117 0.000 0.47 0.47 0.00 0.0 0.000 6.133 0.000 0.47 0.47 0.00 0.0 0.000 8.150 0.000 0.47 0.47 0.00 0.0 0.000 8.167 0.000 0.47 0.47 0.00 0.0 0.000 8.183 0.000 0.47 0.47 0.00 0.0 0.000 8.200 0.000 0.47 0.47 0.00 0.0 0.000 8.217 0.000 0.47 0.47 0.00 0.0 0.000 8.233 0.000 0.47 0.47 0.00 0.0 0.000 8.250 0.000 0.47 0.47 0.00 0.0 0.000 8.267 0.000 0.47 0.47 0.00 0.0 0.000 6.283 0.000 0.47 0.47 0.00 0.0 0.000 8.300 0.000 0.47 0.47 0.00 0.0 0.000 8.317 0.000 0.47 0.47 0.00 0.0 0.000 8.333 0.000 0,47 0.47 0.00 0.0 0.000 irl Irl wl W11 I'l l mai r-1 rl V1 w I asMODIFIED-PULS'BASIN-ROUTING MODEL RESULTS(l-MINUTE6i INTERVALS). aCOMPUTATIONMODIFIEDaczMO...-PULS (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW MEAN EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) FILLED(AF) (CFS) (CFS) DEPTH (FT) (CFS) VOLUME- ____________________________________________________________________________ 8.350 0.000 0.47 0.47 0.00 0.0 0.000 _---__________---_______-_-___--________-______-____________________________ 9.183 0.000 0.50 0.50 0.00 0.0 0.000 8.367 0.000 0.47 0.47 0.00 0.0 0.000 9.200 0.000 0.50 0.50 0.00 0.0 0.000 8.383 0.000 0.46 0.48 0.00 0.0 0.000 9.217 0.000 0.50 0.50 0.00 0.0 0.000 8.400 0.000 0.48 0.48 0.00 0.0 0.000 9.233 0.000 0.50 0.50 0.00 0.0 0.000 8.417 0.000 0.48 0.48 0.00 0.0 0.000 9.250 0.000 0.50 0.50 0.00 0.0 0.000 8.433 0.000 0.48 0.48 0.00 0.0 0.000 9.267 0.000 0.50 0.50 0.00 0.0 0.000 6.450 0.000 0.48 0.48 0.00 0.0 0.000 9.283 0.000 0.50 0.50 0.00 0.0 0.000 8.467 0.000 0.48 0.48 0.00 0.0 0.000 9.300 0.000 0.50 0.50 0.00 0.0 0.000 8.463 0.000 0.48 0.48 0.00 0.0 0.000 9.317 0.000 0.50 0.50 0.00 0.0 0.000 8.500 0.000 0.48 0.46 0.00 0.0 0.000 9.333 0.000 0.50 0.50 0.00 0.0 0.000 8.517 0.000 0.48 0.48 0.00 0.0 0.000 9.350 0.000 0.50 0.50 0.00 0.0 0.000 8.533 0.000 0.48 0.48 0.00 0.0 0.000 9.367 0.000 0.50 0.50 0.00 0.0 0.000 8.550 0.000 0.48 0.48 0.00 0.0 0.000 9.383 0.000 0.50 0.50 0.00 0.0 0.000 8.567 0.000 0.48 0.48 0.00 0.0 0.000 9.400 0.000 0.50 0.50 0.00 0.0 0.000 8.583 0.000 0.48 0.48 0.00 0.0 0.000 9.417 0.000 0.50 0.50 0.00 0.0 0.000 0.600 0.000 0.48 0.48 0.00 0.0 0.000 9.433 0.000 0.50 0.50 0.00 0.0 0.000 8.617 0.000 0.48 0.48 0.00 0.0 0.000 9.450 0.000 0.50 0.50 0.00 0.0 0.000 8.633 0.000 0.48 0.48 0.00 0.0 0.000 9.467 0.000 0.50 0.50 0.00 0.0 0.000 8.650 0.000 0.48 0.48 0.00 0.0 0.000 9.403 0.000 0.50 0.50 0.00 0.0 0.000 8.667 0.000 0.48 0.48 0.00 0.0 0.000 9.500 0.000 0.50 0.50 0.00 0.0 0.000 8.683 0.000 0.48 0.48 0.00 0.0 0.000 9.517 0.000 0.51 0.51 0.00 0.0 0.000 8.700 0.000 0.46 0.48 0.00 0.0 0.000 9.533 0.000 0.51 0.51 0.00 0.0 0.000 8.717 0.000 0.480.48 0.00 0.0 0.000 9.550 0.000 0.51 0.51 0.00 0.0 0.000 8.733 0.000 0.48 0.48 0.00 0.0 0.000 9.567 0.000 0.51 0.51 0.00 0.0 0.000 8.750 0.000 0.48 0.48 0.00 0.0 0.000 9.583 0.000 0.51 0.51 0.00 0.0 0.000 6.767 0.000 0.49 0.49 0.00 0.0 0.000 9.600 0.000 0.51 0.51 0.00 0.0 0.000 8.783 0.000 0.49 0.49 0.00 0.0 0.000 9.617 0.000 0.51 0.51 0.00 0.0 0.000 8.800 0.000 0.49 0.49 0.00 0.0 0.000 9.633 0.000 0.51 0.51 0.00 0.0 0.000 8.817 0.000 0.49 0.49 0.00 0.0 0.000 9.650 0.000 0.51 0.51 0.00 0.0 0.000 8.833 0.000 0.49 0.49 0.00 0.0 0.000 9.667 0.000 0.51 0.51 0.00 0.0 0.000 8.850 0.000 0.49 0.49 0.00 0.0 0.000 9.683 0.000 0.51 0.51 0.00 0.0 0.000 8.067 0.000 0.49 0.49 0.00 0.0 0.000 9.700 0.000 0.51 0.51 0.00 0.0 0.000 8.883 0.000 0.49 0.49 0.00 0.0 0.000 9.717 0.000 0.51 0.51 0.00 0.0 0.000 8.900 0.000 0.49 0.49 0.00 0.0 0.000 9.733 0.000 0.51 0.51 0.00 0.0 0.000 8.917 0.000 0.49 0.49 0.00 0.0 0.000 9.750 0.000 0.51 0.51 0.00 0.0 0.000 8.933 0.000 0.49 0.49 0.00 0.0 0.000 9.767 0.000 0.51 0.51 0.00 0.0 0.000 8.950 0.000 0.49 0.49 0.00 0.0 0.000 9.783 0.000 0.51 0.51 0.00 0.0 0.000 8.967 0.000 0.49 0.49 0.00 0.0 0.000 9.800 0.000 0.51 0.51 0.00 0.0 0.000 8.983 0.000 0.49 0.49 0.00 0.0 0.000 9.817 0.000 0.51 0.51 0.00 0.0 0.000 9.000 0.000 0.49 0.49 0.00 0.0 0.000 9.833 0.000 0.51 0.51 0.00 0.0 0.000 9.017 0.000 0.49 0.49 0.00 0.0 0.000 9.850 0.000 0.52 0.52 0.00 0.0 0.000 9.033 0.000 0.49 0.49 0.00 0.0 0.000 9.867 0.000 0.52 0.52 0.00 0.0 0.000 9.050 0.000 0.49 0.49 0.00 0.0 0.000 9.883 0.000 0.52 0.52 0.00 0.0 0.000 9.067 0.000 0.49 0.49 0.00 0.0 0.000 9.900 0.000 0.52 0.52 0.00 0.0 0.000 9.083 0.0000.49 0.49 0.00 0.0 0.000 9.917 0.000 0.52 0.52 0.00 0.0 0.000 9.100 0.000 0.49 0.49 0.00 0.0 0.000 9.933 0.000 0.52 0.52 0.00 0.0 0.000 9.117 0.000 0.49 0.49 0.00 0.0 0.000 9.950 0.000 0.52 0.52 0.00 0.0 0.000 9.133 0.000 0.49 0.49 0.00 0.0 0.000 9.967 0.000 0.52 0.52 0.00 0.0 0.000 9.150 0.000 0.49 0.49 0.00 0.0 0.000 9.983 0.000 0.52 0.52 0.00 0.0 0.000 9.167 0.000 0.50 0.50 0.00 0.0 0.000 10.000 0.000 0.52 0.52 0.00 0.0 0.000 IaMODIFIED-PULS BAS IN ROUTING EMODEL RESULTS(1-MINUTEgCOMPUTATION INTERVALS) avMODIFIED-PULS SBASIN iROUTING aMODEL iRESULTS(1-MINUTEiCOMPUTATION'INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS MEAN EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) FILLED (AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME (AF) _______ _________ ___________ ___ _-----________-______---_____-____---____--____--___--______________-___-___ 0.000 0.55 0.55 0.00 0.0 0.000 10.017 0.000 0.52 _ 0.52 0.00 0_ 0 0.000 10.850 0.55 0.55 0.00 0.0 0.000 10.033 0.000 0.52 0.52 0.00 0.0 0.000 10.067 0.000 0.55 0.00 0.0 0.000 10.050 0.000 0.52 0.52 0.00 0.0 0.000 10.883 0.000 0.55 0.55 0.00 0.0 0.000 10.067 0.000 0.52 0.52 0.00 0.0 0.000 10.900 0.000 0.55 0.56 0.00 0.0 0.000 10.083 0.000 0.52 0.52 0.00 0.0 0.000 10.917 0.000 0.56 0.56 0.00 0.0 0.000 10.100 0.000 0.52 0.52 0.00 0.0 0.000 10.933 0.000 0.56 0.56 0.56 0.00 0.0 0.000 10.117 0.000 0.52 0.52 0.00 0.0 0.000 10.950 10.967 0.000 0.000 0.56 0.56 0.00 0.0 0.000 10.133 0.000 0.53 0.53 0.00 0.0 0.000 10.983 0.000 0.56 0.56 0.00 0.0 0.000 10.150 0.000 0.53 0.53 0.00 0.0 0.000 11.000 0.000 0.56 0.56 0.00 0.0 0.000 10.167 0.000 0.53 0.53 0.00 0.0 0.000 11.017 0.000 0.56 0.56 0.00 0.0 0.000 10.163 0.000 0.53 0.53 0.00 0.0 0.000 11.033 0.000 0.56 0.56 0.00 0.0 0.000 10.200 0.000 0.53 0.53 0.00 0.0 0.000 11.050 0.000 0.56 0.56 0.00 0.0 0.000 10.217 0.000 0.53 0.53 0.00 0.0 0.000 11.067 0.000 0.56 0.56 0.00 0.0 0.000 10.233 0.000 0.53 0.53 0.00 0.0 0.000 11.083 0.000 0.56. 0.56 0.00 0.0 0.000 10.250 0.000 0.53 0.53 0.00 0.0 0.000 11.100 0.000 0.56 0.56 0.00 0.0 0.000 10.267 0.000 0.53 0.53 0.00 0.0 0.000 11.117 0.000 0.56 0.56 0.00 0.0 0.000 10.283 0.000 0.53 0.53 0.00 0.0 0.000 11.133 0.000 0.56 0.56 0.00 0.0 0.000 10.300 0.000 0.53 0.53 0.00 0.0 0.000 11.150 0.000 0.56 0.56 0.00 0.0 0.000 10.317 0.000 0.53 0.53 0.00 0.0 0.000 0.000 0.57 0.57 0.00 0.0 0.000 10.333 0.000 0.53 0.53 0.00 0.0 0.000 11.167 11.183 0.000 0.57 0.57 0.00 0.0 0.000 10.350 0.000 0.53 0.53 0.00 0.0 0.000 11.200 0.000 0.57 0.57 0.00 0.0 0.000 10.367 0.000 0.53 0.53 0.00 0.0 0.000 11.217 0.000 0.57 0.57 0.00 0.0 0.000 10.383 0.000 0.53 0.53 0.00 0.0 0.000 11.233 0.000 0.57 0.57 0.00 0.0 0.000 10.400 0.000 0.53 0.53 0.00 0.0 0.000 11.250 0.000 0.57 0.57 0.00 0.0 0.000 10.417 0.000 0.54 0.54 0.00 0.0 0.000 11.267 0.000 0.57 0.57 0.00 0.0 0.000 10.433 0.000 0.54 0.54 0.00 0.0 0.000 11.263 0.000 0.57 0.57 0.00 0.0 0.000 10.450 0.000 0.54 0.54 0.00 0.0 0.000 11.300 0.000 0.57 0.57 0.00 0.0 0.000 10.467 0.000 0.54 0.54 0.00 0.0 0.000 11.317 0.000 0.57 0.57 0.00 0.0 0.000 10.483 0.000 0.54 0.59 0.00 0.0 0.000 11.333 0.000 0.57 0.57 0.00 0.0 0.000 10.500 0.000 0.54 0.54 0.00 0.0 0.000 0.000 0.57 0.57 0.00 0.0 0.000 10.517 0.000 0.54 0.54 0.00 0.0 0.000 11.350 0.000 0.57 0.57 0.00 0.0 0.000 10.533 0.000 0.54 0.54 0.00 0.0 0.000 11.367 11.383 0.000 0.58 0.56 0.00 0.0 0.000 10.550 0.000 0.54 0.54 0.00 0.0 0.000 11.400 0.000 0.58 0.58 0.00 0.0 0.000 10.567 0.000 0.54 0.54 0.00 0.0 0.000 0.000 0.58 0.58 0.00 0.0 0.000 10.583 0.000 0.54 0.54 0.00 0.0 0.000 11.417 0.58 0.58 0.00 0.0 0.000 10.600 0.000 0.54 0.54 0.00 0.0 0.000 11.433 0.000 0.58 0.00 0.0 0.000 10.617 0.000 0.54 0.54 0.00 0.0 0.000 11.450 0.000 0.58 0.00 0.0 0.000 10.633 0.000 0.54 0.54 0.00 0.0 0.000 11.467 0.000 0.58 0.58 0.00 0.0 0.000 10.650 0.000 0.54 0.54 0.00 0.0 0.000 11.483 0.000 0.58 0.58 0.00 0.0 0.000 10.667 0.000 0.54 0.54 0.00 0.0 0.000 11.500 0.000 0.58 0.58 0.00 0.0 0.000 10.663 0.000 0.54 0.54 0.00 0.0 0.000 11.517 0.000 0.56 0.58 0.00 0.0 0.000 10.700 0.000 0.55 0.55 0.00 0.0 0.000 11.533 0.000 0.58 0.58 0.0 0.000 10.717 0.000 0.55 0.55 0.00 0.0 0.000 11.550 0.000 0.58 0.58 0.00 0.0 0.000 10.733 0.000 0.55 0.55 0.00 0.0 0.000 11.567 0.000 0.56 0.58 0.00 0.0 0.000 10.750 0.000 0.55 0.55 0.00 0.0 0.000 11.583 0.000 0.59 0.59 0.00 0.0 0.000 10.767 0.000 0.55 0.55 0.00 0.0 0.000 11.600 0.000 0.59 0.59 0.00 0.00 0.0 0.000 10.783 0.000 0.55 0.55 0.00 0.0 0.000 11.617 0.000 0.59 0.59 0.0 0.000 10.800 0.000 0.55 0.55 0.00 0.0 0.000 11.633 0.000 0.59 0.59 0.00 0.000 10.817 0.000 0.55 0.55 0.00 0.0 0.000 11.650 0.000 0.59 0.59 0.00 0.0 0.0 0.000 10.833 0.000 0.55 0.55 0.00 0.0 0.000 11.667 0.000 0.59 0.59 0.00 XF 'l 1 r7w w: -_-:s-aif_-fa---=-_-sae"9i6iS iMODIFIED-PULStBASIN ROUTING MODEL RESULTS(1-MINUTEaCOMPUTATION INTERVALS) MODIFIED-PULS'BASIN ROUTING MODEL' RESULTS( I -MINUTE COMPUTATION INTERVALS): are at the (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: (Note: MEANUted OUTFLOWE is l the Daverage dvallue duringe them unit interval.) time: MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE FILLED------ (CFS) (CFS) (CFS) VOLUME (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) -- --- --)HRS) ________0_000__________ -- _____________________________________ ----- -- - _______________________________________________ _________________________ 14.183 0.000 0.74 0.74 0.00 0.0 0.0 00 13.350 0.000 0.63 0.63 0.00 0.0 0.000 14.200 0.000 0.74 0.74 0.00 0.0 0.000 13.367 0.000 0.63 0.63 0.00 0.0 0.000 14.217 0.000 0.74 0.79 0.00 0.0 0.000 13.383 0.000 0.69 0.69 0.00 0.0 0.000 14.233 0.000 0.75 0.75 -0.00 0.0 0.000 13.400 0.000 0.64 0.64 0.00 0.0 0.000 14.250 0.000 0.75 0.75 0.00 0.0 0.000 13.417 0.000 0.64 0.64 0.00 0.0 0.000 14.267 0.000 0.76 0.76 0.00 0.0 0.000 13.433 0.000 0.64 0.64 0.00 0.0 0.000 14.283 0.000 0.76 0.76 0.00 0.0 0.000 1 3.450 0.000 0.64 0.64 0.00 0.0 0.000 14.300 0.000 0.76 0.76 0.00 0.0 0.000 13.467 0.000 0.65 0.65 0.00 0.0 0.000 14.317 0.000 0.76 0.76 0.00 0.0 0.000 13.483 0.000 0.65 0.65 0.00 0.0 0.000 14.333 0.000 0.77 0.77 0.00 0.0 0.000 13.500 0.000 0.65 0.65 0.00 0.0 0.000 14.350 0.000 0.77 0.77 0.00 0.0 0.000 13.517 0.000 0.65 0.65 0.00 0.0 0.000 14.367 0.000 0.77 0.77 0.00 0.0 0.000 13.533 0.000 0.65 0.65 0.00 0.0 0.000 14.383 0.000 0.78 0.78 0.00 0.0 0.000 13.550 0.000 0.66 0.66 0.00 0.0 0.000 14 0.000 0.78 0.78 0.00 0.0 0.000 13.567 0.000 0.66 0.66 0.00 0.0 0.000 .400 14.417 0.000 0.79 0.79 0.00 0.0 0.000 13.583 0.000 0.66 0.66 0.00 0.0 0.000 14.433 0.000 0.79 0.79 0.00 0.0 0.000 13.600 0.000 0.66 0.66 0.00 0.0 0.000 14.450 0.000 0.79 0.79 0.00 0.0 0.000 13.617 0.000 0.66 0.66 0.00 0.0 0.000 19.467 0.000 0.80 0.80 0.00 0.0 0.000 13.633 0.000 0.67 0.67 0.00 0.0 0.000 14.483 0.000 0.80 0.80 0.00 0.0 0.000 13.650 0.000 0.67 0.67 0.00 0.0 0.000 14.500 0.000 0.80 0.00 0.00 0.0 0.000 13.667 0.000 0.67 0.67 0.00 0.0 0.000 14.517 0.000 0.81 0.81 0.00 0.0 0.000 13.683 0.000 0.67 0.67 0.00 0.0 0.000 14.533 0.000 0.81 0.81 0.00 0.0 0.000 13.700 0.000 0.67 0.67 0.00 0.0 0.000 14.550 0.000 0.82 0.82 0.00 0.0 0.000 13.717 0.000 0.68 0.68 0.00 0.0 0.000 14.567 0.000 0.82 0.82 0.00 0.0 0.000 13.733 0.000 0.68 0.68 0.00 0.0 0.000 14.583 0.000 0.83 0.03 0.00 0.0 0.000 13.750 0.000 0.68 0.68 0.00 0.0 0.000 14.600 0.000 0.83 0.83 0.00 0.0 0.000 13.767 0.000 0.69 0.69 0.00 0.0 0.000 14.617 0.000 0.84 0.84 0.00 0.0 0.000 13.783 0.000 0.69 0.69 0.00 0.0 0.000 19.633 0.000 0. 84 0.84 0.00 0.0 0.000 13.800 0.000 0.69 0.69 0.00 0.0 0.000 14.650 0.000 0.89 0.84 0.00 0.0 0.000 13.817 0.000 0.69 0.69 0.00 0.0 0.000 14.667 0.000 0.85 0.85 0.00 0.0 0.000 13.033 0.000 0.69 0.69 0.00 0.0 0.000 14.683 0.000 0.85 0.85 0.00 0.0 0.000 13.850 0.000 0.69 0.69 0.00 0.0 0.000 19.700 0.000 0. 86 0.86 0.00 0.0 0.000 13.867 0.000 0.70 0.70 0.00 0.0 0.000 14.717 0.000 0.87 0.87 0.00 0.0 0.000 13.883 0.000 0.70 0.70 0.00 0.0 0.000 14.733 0.000 0.67 0.87 0.00 0.0 0.000 13.900 0.000 0.70 0.70 0.00 0.0 0.000 14.750 0.000 0.88 0.88 0.00 0.0 0.000 13.917 0.000 0.71 0.71 0.00 0.0 0.000 14.767 0.000 O. BB 0.80 0.00 0.0 0.000 13.933 0.000 0.71 0.71 0.00 0.0 0.000 14.783 0.000 0.89 0.89 0.00 0.0 0.000 13.950 0.000 0.71 0.71 0.00 0.0 0.000 14.800 0.000 0.89 0.89 0.00 0.0 0.000 13.967 0.000 0.71 0.71 0.00 0.0 0.000 14.817 0.000 0.90 0.90 0.00 0.0 0.000 13.983 0.000 0.72 0.72 0.00 0.0 0.000 14.833 0.000 0.90 0.90 0.00 0.0 0.000 14.000 0.000 0.72 0.72 0.00 0.0 0.000 14.850 0.000 0.91 0.91 0.00 0.0 0.000 19.017 0.000 0.72 0.72 0.00 0.0 0.000 14.867 0.000 0.91 0.91 0.00 0.0 0.000 14.033 0.000 0.72 0.72 0.00 0.0 0.000 14.883 0.000 0.92 0.92 0.00 0.0 0.000 14.050 0.000 0.72 0.72 0.00 0.0 0.000 14.900 0.000 0.93 0.93 0.00 0.0 0.000 14.067 0.000 0.72 0.72 0.00 0.0 0.000 14.917 0.000 0.94 0.94 0.00 0.0 0.000 14.083 0.000 0.72 0.72 0.00 0.0 0.000 14.933 0.000 0.94 0.94 0.00 0.0 0.000 14.100 0.000 0.72 0.72 0.00 0.0 0.000 14.950 0.000 0.95 0.95 0.00 0.0 0.000 14.117 0.000 0.73 0.73 0.00 0.0 0.000 14.967 0.000 0.95 0.95 0.00 0.0 0.000 19.133 0.000 0.73 0. 73 0.00 0.0 0.000 14.983 0.000 0.96 0.96 0.00 0.0 0.000 14.150 0.000 0.73 0.1 3 0.00 0.0 0.000 15.000 0.000 0.96 0.96 0.00 0.0 0.000 1 4.167 0.000 0.73 0.73 0.00 0.0 0.000 _ ------------------ ------- MODIFIED-PULS aBASIN ROUTING zMODEL RESULTS(1 MINUTE------------------------------------ COMPUTATIONi INTERVALS): MODIFIED-;ULSaBASINiROUTING MODEL RESULTS (1 -MINUTE COMPUTATION INTERVALS): (Note: Computed EFWEisl are intervall;ck time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; the0averagedvaOl value duringe[hemunit MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE MEAN OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME{ (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ______________________________ ______________________________________________ _____________________________________---- ------------------------------ ---_- -__--_ - _--______ 15.850 0.000 1.79 1.18 0.07 0.0 0.006 15.017 0.000 0.97 0- 970.000.0 0.000 15.867 0.000 1.97 1.18 0.00 0.0 0.007 15.033 0.000 0.98 0.98 0.00 0.0 0.000 15.683 0.000 2.14 1.18 0.09 0.0 0.008 15.050 0.000 0.99 0.99 0.00 0.0 0.000 15.900 0.000 2.31 1.18 0.11 0.0 0.009 15.067 0.000 1.00 1.00 0.00 0.0 0.000 15.917 0.000 2.48 1.18 0.13 0.0 0.011 15.083 0.000 1.01 1.01 0.00 0.0 0.000 15.933 0.000 2.67 1.18 0.16 0.0 0.013 15.100 0.000 1.02 1.02 0.00 0.0 0.000 15.950 0.000 2.89 1.18 0.19 0.0 0.016 15.117 0.000 1.03 1.03 0.00 0.0 0.000 15.967 0.000 3.10 1.18 0.22 0.0 0.018 15.133 0.000 1.03 1.03 0.00 0.0 0.000 15.983 0.000 3.31 1.18 0.25 0.0 0.021 15.150 0.000 1.04 1.04 0.00 0.0 0.000 16.000 0.000 3.53 1.18 0.29 0.0 0.024 15.167 0.000 1.04 1.04 0.00 0.0 0.000 16.017 0.000 4.47 1.18 0.34 0.0 0.029 15.183 0.000 1.05 1.05 0.00 0.0 0.000 16.033 0.000 6.13 1.18 0.43 0.0 0.036 15.200 0.000 1.07 1.07 0.00 0.0 0.000 16.050 0.000 7.79 1.18 0.54 0.0 0.045 15.217 0.000 1.08 1.08 0.00 0.0 0.000 16.067 0.000 9.45 1.18 0.68 0.0 0.056 15.233 0.000 1.09 1.09 0.00 0.0 0.000 16.083 0.000 11.94 1.18 0.85 0.4 0.070 15.250 0.000 1.11 1.11 0.00 0.0 0.000 16.100 0.000 10.95 1.18 0.96 2. 0.080 15.267 0.000 1.12 1.12 0.00 0.0 0.000 16.117 0.000 8.97 1.18 1.00 5.66 0.083 15.283 0.000 1.13 1.13 0.00 0.0 0.000 16.133 0.000 6.99 1.18 1.00 6.1 0.083 15.300 0.000 1.13 1.13 0.00 0.0 0.000 16.150 0.000 5.01 1.18 0.97 5.5 0.0 80 15.317 0.000 1.14 1.14 0.00 0.0 0.000 16.167 0.000 3.03 1.18 0.93 4.3 0.077 15.333 0.000 1.15 1.15 0.00 0.0 0.000 16.183 0.000 1.97 1.18 0.89 2.9 0.074 15.350 0.0001.14 1.14 0.00 0.0 0.000 16.200 0.000 1.84 1.18 0.87 1.9 0.072 15.367 0.000 1.10 1.10 0.00 0.0 0.000 16.217 0.000 1.71 1.18 0.8 1.3 0.071 15.383 0.000 1.07 1.07 0.00 0.0 0.000 16.233 0.000 1.58 1.18 0.855 0.9 0.071 15.400 0.000 1.04 1.04 0.00 0.0 0.000 16.250 0.000 1.95 1.18 0.85 0.6 0.070 15.417 0.000 1.00 1.00 0.00 0.0 0.000 16.267 0.000 1.36 1.18 0.84 0.4 0.070 15.433 0.000 0.99 0.99 0.00 0.0 0.000 16.283 0.000 1. 30 1.18 0.84 0.3 0.069 15.450 0.000 1.00 1.00 0.00 0.0 0.000 16.300 0.000 1.25 1.18 0.84 0.2 0.069 15.467 0.000 1.01 1.01 0.00 0.0 0.000 16.317 0.000 1.19 1.18 0.83 0.1 0.069 15.483 0.000 1.03 1.03 0.00 0.0 0.000 16.333 0.000 1.13 1.18 0.83 0.1 0.069 15.500 0.000 1.04 1.04 0.00 0.0 0,000 16.350 0.000 1.11 1.18 0.83 0.1 0.069 15.517 0.000 1.06 1.06 0.00 0.0 0.000 16.367 0.000 1.13 1.18 0.83 0.1 0.069 15.533 0.000 1.OB 1.08 0.00 0.0 0.000 16.383 0.000 1.15 1.18 0.83 0.1 0.068 1 5.550 0.000 1.11 1.11 0.00 0.0 0.000 16.900 0.000 1.17 1.18 0.83 0.1 0.06 15.567 0.000 1.14 1.14 0.00 0.0 0.000 16.417 0.000 1.19 1.18 0.83 0.1 0.068 15.583 0.000 1.17 1.17 0.00 0.0 0.000 16.433 0.000 1.16 1.18 0. 0.1 0.068 15.600 0.000 1.19 1.18 0.00 0.0 0.82 000 16.450 0.000 1.16 1.18 0. 82 0.1 0.068 15.617 0.000 1.21 1.18 0.00 0.0 0.000 16.967 0.000 1.14 1.18 0.82 0.1 0• 068 15.633 0.000 1.23 1.18 0.00 0.0 0.000 16.483 0.000 1.11 1.18 0.2 0.1 0.068 15.650 0.000 1.24 1.18 0.00 0.0 0.000 16.500 0.000 1.09 1.18 0.862 0.1 0.068 15.667 0.000 1.26 1.18 0.00 0.0 0.000 16.517 0.000 1.07 1.18 0.81 0.1 0.067 1 5.683 0.000 1.30 1.18 0.01 0.0 0.000 16.533 0.000 1.05 1.1 0.81 0.1 0.067 15.700 0.000 1.34 1.16 0.01 0.0 0.001 16.550 0.000 1.03 1.186 0.81 0.1 0.067 15.717 0.000 1.39 1.18 0.01 0.0 0.001 16.567 0.000 1.02 1.18 0. 0 0.1 0.067 15.733 0.000 1.43 1.18 0.02 0.0 0.001 16.503 0.000 1.00 1.18 0.86 0 0.1 0.066 15.750 0.000 1.48 1.18 0.02 0.0 0.002 16.600 0.000 0.98 1.18 0.80 0.1 0.066 15.767 0.000 1.52 1.18 0.03 0.0 0.002 16.617 0.000 0.97 1.18 0.79 0.1 0.06 15.783 0.000 1.57 1.18 0.03 0.0 0.003 16.633 0.000 0.96 1.18 0.79 0.1 0.0655 15.800 0.000 1.61 1.18 0.04 0.0 0.003 16.650 0.000 0.94 1.18 0.78 0.1 0.065 15.817 0.000 1.65 1.18 0.05 0.0 0.004 16.667 0.000 0.93 1.18 0.78 0.1 0.069 1 5.833 0.000 1.69 1.18 0.06 0.0 0.005 ________________________________________________________________---- _------------------- _----------------- _-_----- _______-____________-_____ MODIFIED -PULS BASIN ROUTING MODEL RESULTS( --MINUTE COMPUTATION INTERVALS): MODIFIED -PULS BASIN ROUTING MODEL RESULTS( --MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK 0.0 0.030 0.35 0.0 MEAN 0.34 CLOCK 0.029 0.33 0.0 TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS)FILLED(AF) ___________----- ___---------- ____----- (CFS) ____----- (CFS) _ 16.683 ______________________________________________ 0.000 0.92 1.18 0.77 0.1 0.064 17.517 0.000 0.62 1.18 16.700 0.000 0.90 1.18 0.77 0.1 0.064 17.533 0.000 0.61 1.18 16.717 0.000 0.89 1.18 0.76 0.1 0.063 17.550 0.000 0.61 1.18 16.733 0.000 0.88 1.18 0.76 0.1 0.063 17.567 0.000 0.61 1.18 16.750 0.000 0.07 1.18 0.75 0.0 0.062 17.583 0.000 0.60 1.18 16.767 0.000 0.86 1.18 0.74 0.0 0.062 17.600 0.000 0.60 1.18 16.783 0.000 0.85 1.18 0.74 0.0 0.061 17.617 0.000 0.60 1.18 16.800 0.000 0.84 1.18 0.73 0.0 0.061 17.633 0.000 0.59 1.18 16.817 0.000 0.83 1.18 0.73 0.0 0.060 17.650 0.000 0.59 1.18 16.833 0.000 0.82 1.18 0.72 0.0 0.059 17.667 0.000 0.59 .1.18 16.850 0.000 0.81 1.18 0.71 0.0 0.059 17.683 0.000 0.59 1.18 16.867 0.000 0.81 1.18 0.71 0.0 0.058 17.700 0.000 0.58 1.18 16.863 0.000 0.80 1.18 0.70 0.0 0.058 17.717 0.000 0.58 1.18 16.900 0.000 0.79 1.18 0.69 0.0 0.057 17.733 0.000 0.58 1.18 16.917 0.000 0.78 1.18 0.68 0.0 0.056 17.750 0.000 0.57 1.18 16.933 0.000 0.77 1.18 0.68 0.0 0.056 17.767 0.000 0.57 1.18 16.950 0.000 0.77 1.18 0.67 0.0 0.055 17.783 0.000 0.57 1.18 16.967 0.000 0.76 1.18 0.66 0.0 0.055 17.800 0.000 0.57 1.18 16.983 0.000 0.75 1.18 0.65 0.0 0.054 17.817 0.000 0.56 1.18 17.000 0.000 0.75 1.18 0.65 0.0 0.053 17.833 0.000 0.56 1.18 17.017 0.000 0.74 1.18 0.64 0.0 0.053 17.850 0.000 0.56 1.18 17.033 0.000 0.74 1.18 0.63 0.0 0.052 17.867 0.000 0.56 1.18 17.050 0.000 0.74 1.18 0.62 0.0 0.051 17.883 0.000 0.55 1.16 17.067 0.000 0.73 1.18 0.61 0.0 0.051 17.900 0.000 0.55 1.18 17.083 0.000 0.73 1.18 0.61 0.0 0.050 17.917 0.000 0.55 1.18 17.100 0.000 0.72 1.18 0.60 0.0 0.049 17.933 0.000 0.55 1.18 17.117 0.000 0.72 1.18 0.59 0.0 0.049 17.950 0.000 0.54 1.18 17.133 0.000 0.71 1.18 0.56 0.0 0.048 17.967 0.000 0.54 1.18 17.150 0.000 0.71 1.18 0.57 0.0 0.047 17.983 0.000 0.54 1.18 17.167 0.000 0.70 1.18 0.57 0.0 0.046 18.000 0.000 0.54 1.10 17.183 0.000 0.70 1.18 0.56 0.0 0.046 18.017 0.000 0.54 1.18 17.200 0.000 0.69 1.18 0.55 0.0 0.045 18.033 0.000 0.56 1.18 17.217 0.000 0.69 1.18 0.54 0.0 0.044 16.050 0.000 0.57 1.16 17.233 0.000 0.68 1.18 0.53 0.0 0.044 18.067 0.000 0.59 1.18 17.250 0.000 0.68 1.18 0.52 0.0 0.043 18.083 0.000 0.60 1.18 17.267 0.000 0.67 1.18 0.51 0.0 0.042 16.100 0.000 0.61 1.16 17.283 0.000 0.67 1.18 0.50 0.0 0.041 18.117 0.000 0.61 1.02 17.300 0.000 0.67 1.18 0.49 0.0 0.041 18.133 0.000 0.61 0.61 17.317 0.000 0.66 1.18 0.48 0.0 0.040 18.150 0.000 0.60 0.60 11.333 0.000 0.66 1.18 0.48 0.0 0.039 18.167 0.000 0.60 0.60 17.350 0.000 0.65 1.18 0.47 0.0 0.038 18.183 0.000 0.60 0.60 17.367 0.000 0.65 1.10 0.46 0.0 0.038 18.200 0.000 0.60 0.60 17.383 0.000 0.65 1.18 0.45 0.0 0.037 18.217 0.000 0.60 0.60 17.400 0.000 0.64 1.18 0.44 0.0 0.036 18.233 0.000 0.59 0.59 17.417 0.000 0.64 1.18 0.43 0.0 0.035 18.250 0.000 0.59 0.59 17.433 0.000 0.63 1.18 0.42 0.0 0.034 18.267 0.000 0.59 0.59 17.450 0.000 0.63 1.18 0.40 0.0 0.034 18.283 0.000 0.59 0.59 17.467 0.000 0.63 1.18 0.39 0.0 0.033 18.300 0.000 0.59 0.59 17.483 0.000 0.62 1.18 0.38 0.0 0.032 18.317 0.000 0.59 0.59 17.500 0.000 0.62 1.18 0.37 0.0 0.031 18.333 0.000 0.58 0.58 MEAN EFFECTIVE OUTFLOW EFFECTIVE DEPTH(FT) (CFS) VOLUME(AF) 0.36 0.0 0.030 0.35 0.0 0.030 0.34 0.0 0.029 0.33 0.0 0.028 0.32 0.0 0.027 0.31 0.0 0.026 0.30 0.0 0.025 0.29 0.0 0.025 0.28 0.0 0.024 0.27 0.0 0.023 0.26 0.0 0.022 0.25 0.0 0.021 0.24 0.0 0.020 0.23 0.0 0.020 0.22 0.0 0.019 0.21 0.0 0.018 0.20 0.0 0.017 0.19 0.0 0.016 0.18 0.0 0.015 0.17 0.0 0.014 0.16 0.0 0.013 0.15 0.0 0.013 0.14 0.0 0.012 0.13 0.0 0.011 0.12 0.0 0.010 0.11 0.0 0.009 0.10 0.0 0.008 0.09 0.0 0.007 0.08 0.0 0.006 0.07 0.0 0.006 0.06 0.0 0.005 0.05 0.0 0.004 0.04 0.0 0.003 0.03 0.0 0.002 0.02 0.0 0.001 0.01 0.0 0.001 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 ---- MODIFIED-PULSiBASINa ROUTING MODELzRESULTS(I-MINUTEiCOMPUTATION INTERVALS) giMODIFIED-PULSaBASINcROUTING MODELiRESULTS(1-MINUTE6COMPUTATION INTERVALS) (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN EFFECTIVE OUTFLOW EFFECTIVE MEAN (CFS) CLOCK --------------------------- 0.00 0.0 0.000 TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) __-_______--____ FILLED(AF) ---------------------------- (CFS) (CFS)_ ____________________________________________________________________________ 18.350 0.000 0.58 0.58 0.00 0.0 0.000 19.183 0.000 0.52 0.52 18.367 0.000 0.58 0.58 0.00 0.0 0.000 19.200 0.000 0.52 0.52 18.383 0.000 0.50 0.58 0.00 0.0 0.000 19.217 0.000 0.51 0.51 18.400 0.000 0.58 0.50 0.00 0.0 0.000 19.233 0.000 0.51 0.51 18.417 0.000 0.58 0.58 0.00 0.0 0.000 19.250 0.000 0.51 0.51 18.433 0.000 0.57 0.57 0.00 0.0 0.000 19.267 0.000 0.51 0.51 18.450 0.000 0.57 0.57 0.00 0.0 0.000 19.283 0.000 0.51 0.51 18.467 0.000 0.57 0.57 0.00 0.0 0.000 19.300 0.000 0.51 0.51 18.483 0.000 0.57 0.57 0.00 0.0 0.000 19.317 0.000 0.51 0.51 18.500 0.000 0.57 0.57 0.00 0.0 0.000 19.333 0.000 0.51 0.51 18.517 0.000 0.57 0.57 0.00 0.0 0.000 19.350 0.000 0.51 0.51 18.533 0.000 0.57 0.57 0.00 0.0 0.000 19.367 0.000 0.51 0.51 18.550 0.000 0.56 0.56 0.00 0.0 0.000 19.383 0.000 0.50 0.50 18.567 0.000 0.56 0.56 0.00 0.0 0.000 19,400 0.000 0.50 0.50 18.583 0.000 0.56 0.56 0.00 0.0 0.000 19.417 0.000 0.50 0.50 18.600 0.000 0.56 0.56 0.00 0.0 0.000 19.433 0.000 0.50 0.50 18.617 0.000 0.56 0.56 0.00 0.0 0.000 19.450 0.000 0.50 0.50 18.633 0.000 0.56 0.56 0.00 0.0 0.000 19.467 0.000 0.50 0.50 18.650 0.000 0.56 0.56 0.00 0.0 0.000 19.483 0.000 0.50 0.50 18.667 0.000 0.55 0.55 0.00 0.0 0.000 19.500 0.000 0.50 0.50 18.683 0.000 0.55 0.55 0.00 0.0 0.000 19.517 0.000 0.50 0.50 18.700 0.000 0.55 0.55 0.00 0.0 0.000 19.533 0.000 0.50 0.50 18.717 0.000 0.55 0.55 0.00 0.0 0.000 19.550 0.000 0.49 0.49 18.733 0.000 0.55 0.55 0.00 0.0 0.000 19.567 0.000 0.49 0.49 18.750 0.000 0.55 0.55 0.00 0.0 0.000 19.583 0.000 0.49 0.49 18.767 0.000 0.55 0.55 0.00 0.0 0.000 19.600 0.000 0.49 0.49 18.783 0.000 0.54 0.54 0.00 0.0 0.000 19.617 0.000 0.49 0.49 18.800 0.000 0.54 0.54 0.00 0.0 0.000 19.633 0.000 0.49 0.49 18.817 0.000 0.54 0.54 0.00 0.0 0.000 19.650 0.000 0.49 0.49 18.833 0.000 0.54 0.54 0.00 0.0 0.000 19.667 0.000 0.49 0.49 18.850 0.000 0.54 0.54 0.00 0.0 0.000 19.683 0.000 0.49 0.49 18.867 0.000 0.54 0.54 0.00 0.0 0.000 19.700 0.000 0.49 0.49 18.883 0.000 0.54 0.54 0.00 0.0 0.000 19.717 0.000 0.49 0.49 18.900 0.000 0.54 0.54 0.00 0.0 0.000 19.733 0.000 0.48 0.40 18.917 0.000 0.53 0.53 0.00 0.0 0.000 19.750 0.000 0.48 0.48 18.933 0.000 0.53 0.53 0.00 0.0 0.000 19.767 0.000 0.48 0.48 18.950 0.000 0.53 0.53 0.00 0.0 0.000 19.783 0.000 0.48 0.48 10.967 0.000 0.53 0.53 0.00 0.0 0.000 19.800 0.000 0.48 0.48 18.983 0.000 0.53 0.53 0.00 0.0 0.000 19.817 0.000 0.48 0.48 19.000 0.000 0.53 0.53 0.00 0.0 0.000 19.833 0.000 0.48 0.48 19.017 0.000 0.53 0.53 0.00 0.0 0.000 19.850 0.000 0.48 0.48 19.033 0.000 0.53 0.53 0.00 0.0 0.000 19.867 0.000 0.48 0.48 19.050 0.000 0.53 0.53 0.00 0.0 0.000 19.883 0.000 0.48 0.46 19.067 0.000 0.52 0.52 0.00 0.0 0.000 19.900 0.000 0.48 0.48 19.083 0.000 0.52 0.52 0.00 0.0 0.000 19.917 0.000 0.48 0.48 19.100 0.000 0.52 0.52 0.00 0.0 0.000 19.933 0.000 0.47 0.47 19.117 0.000 0.52 0.52 0.00 0.0 0.000 19.950 0.000 0.47 0.47 19.133 0.000 0.52 0.52 0.00 0.0 0.000 19.967 0.000 0.47 0.47 19.150 0.000 0.52 0.52 0.00 0.0 0.000 19.903 0.000 0.47 0.47 19.167 0.000 0.52 0.52 0.00 0.0 0.000 20.000 0.000 0.47 0.47 -71 MEAN EFFECTIVE OUTFLOW EFFECTIVE DEPTH(FT) (CFS) VOLUME(AF) --------------------------- 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 0.00 0.0 0.000 -71 ____________________________a_______________________________________________ MODIFIED -PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS): ----- _________________________________________________________________=a--__ MODIFIED -PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW MEAN LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) FILLED(AF) _------------------------------------ (CFS) (CFS) DEPTH(FT)__ (CFS) ___ _____-------- VOLUME(AF) ____________________________________________________________________________ --------------------- 0.0000.44 0.44 0.00 0.0 0.000 20.017 0.000 0.47 0.47 0.00 0.0 0.000 20.850 20.867 0.000 0.44 0.44 0.00 0.0 0.000 20.033 0.000 0.47 0.47 0.00 0.0 0.000 20.883 0.000 0.49 0.44 0.00 0.0 0.000 20.050 0.000 0.47 0.47 0.00 0.0 0.000 20.900 0.000 0.44 0.44 0.00 0.0 0.000 20.067 0.0000.47 0.47 0.00 0.0 0.000 20.917 0.000 0.43 0.43 0.00 0.0 0.000 20.083 0.000 0.47 0.47 0.00 0.0 0.000 20.933 0.000 0.43 0.43 0.00 0.0 0.000 20.100 0.000 0.47 0.47 0.00 0.0 0.000 20.950 0.000 0.43 0.43 0.00 0.0 0.000 20.117 0.000 0.47 0.47 0.00 0.0 0.000 20.967 0.000 0.43 0.43 0.00 0.0 0.000 20.133 0.000 0.47 0.47 0.00 0.0 0.000 20.983 0.000 0.43 0.43 0.00 0.0 0.000 20.150 0.000 0.46 0.46 0.00 0.0 0.000 21.000 0.000 0.43 0.43 0.00 0.0 0.000 20.167 0.000 0.46 0.46 0.00 0.0 0.000 21.017 0.000 0.43 0.43 0.00 0.0 0.000 20.183 0.000 0.46 0.46 0.00 0.0 0.000 21.033 0.000 0.43 0.43 0.00 0.0 0.000 20.200 0.000 0.46 0.46 0.00 0.0 0.000 21.050 0.000 0.43 0.43 0.00 0.0 0.000 20.217 0.000 0.46 0.46 0.00 0.0 0.000 21.067 0.000 0.43 0.43 0.00 0.0 0.000 20.233 0.000 0.46 0.96 0.00 0.0 0.000 21.083 0.000 0.43 0.43 0.00 0.0 0.000 20.250 0.000 0.46 0.46 0.00 0.0 0.000 21.100 0.000 0.43 0.43 0.00 0.0 0.000 20.267 0.000 0.46 0.46 0.00 0.0 0.000 21.117 0.000 0.43 0.43 0.00 0.0 0.000 20.283 0.000 0.46 0.46 0.00 0.0 0.000 21.133 0.000 0.43 0.43 0.00 0.0 0.000 20.300 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.43 0.43 0.00 0.0 0.000 20.317 0.000 0.46 0.46 0.00 0.0 0.000 21.150 0.43 0.43 0.00 0.0 0.000 20.333 0.000 0.46 0.46 0.00 0.0 0.000 21.167 0.000 0.000 0.43 0.43 0.00 0.0 0.000 20.350 0.000 0.46 0.46 0.00 0.0 0.000 21.183 0.43 0.43 0.00 0.0 0.000 20.367 0.000 0.46 0.46 0.00 0.0 0.000 21.200 0.000 0.42 0.92 0.00 0.0 0.000 20.383 0.000 0.46 0.45 0.00 0.0 0.000 21.217 21.233 0.000 0.000 0.42 0.42 0.00 0.0 0.000 20.400 0.000 0.45 0.45 0.00 0.0 0.000 21.250 0.000 0.92 0.42 0.00 0.0 0.000 20.417 0.000 0.45 0.45 0.00 0.0 0.000 21.267 0.000 0.42 0.42 0.00 0.0 0.000 20.433 0.000 0.45 0.45 0.00 0.0 0.000 21.283 0.000 0.42 0.42 0.00 0.0 0.000 20.450 0.000 0.95 0.45 0.00 0.0 0.000 21.300 0.000 0.42 0.42 0.00 0.0 0.000 20.967 0.000 0.45 0.45 0.00 0.0 0.000 21.317 0.000 0.92 0.42 0.00 0.0 0.000 20.483 0.000 0.45 0.45 0.00 0.0 0.000 21.333 0.000 0.42 0.42 0.00 0.0 0.000 20.500 0.000 0.45 0.45 0.00 0.0 0.000 21.350 0.000 0.42 0.42 0.00 0.0 0.000 20.517 0.000 0.45 0.45 0.00 0.0 0.000 21.367 0.000 0.42 0.92 0.00 0.0 0.000 20.533 0.0000. 45 0.45 0.00 0.0 0.000 21.383 0.000 0.42 0.42 0.00 0.0 0.000 20.550 0.000 0.45 0.45 0.00 0.0 0.000 21.400 0.000 0.42 0.42 0.00 0.0 0.000 20.567 0.000 0.45 0.45 0.00 0.0 0.000 21.417 0.000 0.42 0.42 0.00 0.0 0.000 20.583 0.000 0.45 0.45 0.00 0.0 0.000 21.433 0.000 0.42 0.42 0.00 0.0 0.000 20.600 0.000 0.45 0.45 0.00 0.0 0.000 21.450 0.000 0.42 0.42 0.00 0.0 0.000 20.617 0.000 0.45 0.45 0.00 0.0 0.000 21.467 0.000 0.42 0.42 0.00 0.0 0.000 20.633 0.000 0.45 0.45 0.00 0.0 0.000 21.483 0.000 0.42 0.42 0.00 0.0 0.000 20.650 0.000 0.44 0.44 0.00 0.0 0.000 21.500 0.000 0.42 0.42 0.00 0.0 0.000 20.667 0.000 0.44 0.44 0.00 0.0 0.000 21.517 0.000 0.42 0.92 0.00 0.0 0.000 20.683 0.000 0.44 0.44 0.00 0.0 0.000 21.533 0.000 0.42 0.42 0.00 0.0 0.000 20.700 0.000 0.94 0.94 0.00 0.0 0.000 21.550 0.000 0.41 0.41 0.00 0.0 0.000 20.717 0.000 0.44 0.44 0.00 0.0 0.000 21.567 0.000 0.91 0.41 0.00 0.0 0.000 20.733 0.000 0.44 0.44 0.00 0.0 0.000 21.583 0.000 0.41 0.41 0.00 0.0 0.000 20.750 0.000 0.44 0.44 0.00 0.0 0.000 21.600 0.000 0.41 0.41 0.00 0.0 0.000 20.767 0.000 0.44 0.44 0.00 0.0 0.000 21.617 0.000 0.41 0.41 0.00 0.0 0.000 20.783 0.000 0.44 0.44 0.00 0.0 0.000 21.633 0.000 0.41 0.41 0.00 0.0 0.000 20.800 0.000 0.440.44 0.00 0.0 0.000 21.650 0.000 0.41 0.41 0.00 0.0 0.000 20.817 0.000 0.44 0.44 0.00 0.0 0.000 21.667 0.000 0.41 0.41 0.00 0.0 0.000 20.833 0.000 0.44 0.44 0.00 0.0 0.000 LcMODIFIED-PULS BASINzROUTING'MODEL RESULTS (1 MINUTE6COMPUTATION-------------------- INTERVALS). s'MODIFIED-PULS BASIN`ROUTING MODEL RESULTS(1`MINUTEiCOMPUTATION6INTERVALS)s time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW MEAN EFFECTIVE CLOCK TIME DEAD -STORAGE INFLOW LOSS MEAN EFFECTIVE OUTFLOW EFFECTIVE TIME (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HAS) ------------------------ FILLED(AF) -------------------------------- (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) _________________________________________ ____________ 22.516 0.000 0.39 0.39 0.39 0.00 0.0 0.000 21.683 0.000 0.41 0. 41 0.00 0.0 0.000 22.533 0.000 0.39 0.39 0.00 0.0 0.000 21.700 0.000 0.41 0.41 0.00 0.0 0.000 22.550 0.000 0.39 0.39 0.00 0.0 0.000 21.717 0.000 0.41 0.41 0.00 0.0 0.000 22.566 0.000 0.39 0.39 0.00 0.0 0.000 21.733 0.000 0.410.41 0.00 0.0 0.000 22.563 0.000 0.39 0.39 0.00 0.0 0.000 21.750 0.000 0.41 0.41 0.00 0.0 0.000 22.600 0.000 0.39 0.39 0.00 0.0 0.000 21.767 0.000 0.41 0.41 0.00 0.0 0.000 22.616 0.000 0.39 0.39 0.00 0.0 0.000 21.783 0.000 0.41 0.41 0.00 0.0 0.000 22.633 0.000 0.39 0.39 0.00 0.0 0.000 21.800 0.000 0.41 0.41 0.00 0.0 0.000 22.650 0.000 0.39 0.39 0.00 0.0 0.000 21.817 0.000 0.41 0.41 0.00 0.0 0.000 22.666 0.000 0.39 0.39 0.00 0.0 0.000 21.833 0.000 0.41 0.41 0.00 0.0 0.000 22.683 0.000 0.39 0.39 0.00 0.0 0.000 21.650 0.000 0.41 0.41 0.00 0.0 0.000 22.700 0.000 0.39 0.39 0.00 0.0 0.000 21.867 0.000 0.41 0.41 0.00 0.0 0.000 22.716 0.000 0.38 0.38 0.00 0.0 0.000 21.883 0.000 0.41 0.41 0.00 0.0 0.000 0.000 0.38 0.38 0.00 0.0 0.000 21.900 0.000 0.40 0.40 0.00 0.0 0.000 22.733 0.38 0.30 0.00 0.0 0.000 21.917 0.000 0.40 0.40 0.00 0.0 0.000 22.750 0.000 0.38 0.00 0.0 0.000 21.933 0.000 0.40 0.40 0.00 0.0 0.000 22.766 0.000 0.38 0.0 0.000 21.950 0.000 0.40 0.40 0.00 0.0 0.000 22.783 0.000 0.38 0.38 0.00 0.0 0.000 21.967 0.000 0.40 0.40 0.00 0.0 0.000 22.800 0.000 0.38 0.38 0.00 0.00 0.0 0.000 21.983 0.000 0.40 0.40 0.00 0.0 0.000 22.816 0.000 0.38 0.30 0.0 0.000 22.000 0.000 0.40 0.40 0.00 0.0 0.000 22.833 0.000 0.38 0.38 0.36 0.00 0.00 0.0 0.000 22.017 0.000 0.40 0.40 0.00 0.0 0.000 22.850 0.000 0.38 0.38 0.00 0.0 0.000 22.033 0.000 0.40 0.40 0.00 0.0 0.000 22.866 0.000 0.38 0.00 0.0 0.000 22.050 0.000 0.40 0.40 0.00 0.0 0.000 22.883 0.000 0.38 0.38 0.0 0.000 22.067 0.000 0.40 0.40 0.00 0.0 0.000 22.900 0.000 0.38 0.38 0.00 0.00 0.0 0.000 22.083 0.000 0.40 0.40 0.00 0.0 0.000 22.916 0.000 0.38 0.38 0.000 22.100 0.000 0.40 0.40 0.00 0.0 0.000 22.933 0.000 0.38 0.38 0.00 0.0 22.117 0.000 0.40 0.40 0.00 0.0 0.000 22.950 0.000 0.38 0.38 0.00 0.0 0.000 0.000 22.133 0,.000 0.40 0.40 0.00 0.0 0.000 22.966 0.000 0.38 0.38 0.00 0.0 22.150 0.000 0.40 0.40 0.00 0.0 0.000 22.983 0.000 0.38 0.38 0.00 0.0 0.000 0.000 22.167 0.000 0.40 0.40 0.00 0.0 0.000 23.000 0.000 0.38 0.38 0.00 0.0 0.000 22.183 0.000 0.40 0.40 0.00 0.0 0.000 23.016 0.000 0.38 0.38 0.00 0.0 22.200 0.000 0.40 0.40 0.00 0.0 0.000 23.033 0.000 0.38 0.38 0.00 0.0 0.000 0.000 22.216 0.000 0.40 0.40 0.00 0.0 0.000 23.050 0.000 0.38 0.38 0.38 0.00 0.00 0.0 0.0 0.000 22.233 0.000 0.40 0.40 0.00 0.0 0.000 23.066 0.000 0.38 0.00 0.0 0.000 22.250 0.000 0.40 0.40 0.00 0.0 0.000 23.083 0.000 0.38 0.36 0.000 22.266 0.000 0.40 0.40 0.00 0.0 0.000 23.100 0.000 0.38 0.38 0.00 0.00 0.0 0.0 0.000 22.283 0.000 0.39 0.39 0.00 0.0 0.000 23.116 0.000 0.38 0.38 0.0 0.000 22.300 0.000 0.39 0.39 0.00 0.0 0.000 23.133 0.000 0.36 0.38 0.00 0.000 22.316 0.000 0.39 0.39 0.00 0.0 0.000 23.150 0.000 0.38 0.38 0.00 0.0 22.333 0.000 0.39 0.39 0.00 0.0 0.000 23.166 0.000 0.38 0.38 0.00 0.0 0.000 22.350 0.000 0.39 0.39 0.00 0.0 0.000 23.183 0.000 0.37 0.37 0.00 0.0 0.000 22.366 0.000 0.39 0.39 0.00 0.0 0.000 23.200 0.000 0.37 0.37 0.00 0.0 0.000 22.383 0.000 0.39 0.39 0.00 0.0 0.000 23.216 0.000 0.37 0.37 0.00 0.0 0.000 22.400 0.000 0.39 0.39 0.00 0.0 0.000 23.233 0.000 0.37 0.37 0.00 0.0 0.000 22.416 0.000 0.39 0.39 0.00 0.0 0.000 23.250 0.000 0.37 0.37 0.00 0.0 0.000 22.433 0.000 0.39 0.39 0.00 0.0 0.000 23.266 0.000 0.37 0.37 0.00 0.0 0.000 0.000 0.39 0.39 0.00 0.0 0.000 23.283 0.000 0.37 0.37 0.00 0.0 0.000 22.450 0.39 0.39 0.00 0.0 0.000 23.300 0.000 0.37 0.37 0.00 0.0 0.000 22.466 0.000 0.00 0.0 0.000 23.316 0.000 0.37 0.37 0.00 0.0 0.000 22.483 0.000 0.39 0.39 23.333 0.000 0.37 0.37 0.00 0.0 0.000 22.500 0.000 0.39 0.39 0.00 0.0 0.000 MODIFIED-PULS BASINgROUTINGiMODELsRESULTS(I-MINUTE------- 1 MINUTE=COMPUTATION6 INTERVALS)L6 (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) --------------------------- _----------------- _------------ __----- ___-------- 23.350 0.000 0.37 0.37 0.00 0.0 0.000 23.366 0.000 0.37 0.37 0.00 0.0 0.000 23.383 0.000 0.37 0.37 0.00 0.0 0.000 23.400 0.000 0.37 0.37 0.00 0.0 0.000 23.416 0.000 0.37 0.37 0.00 0.0 0.000 23.433 0.000 0.37 0.37 0.00 0.0 0.000 23.450 0.000 0.37 0.37 0.00 0.0 0.000 23.466 0.000 0.37 0.37 0.00 0.0 0.000 23.483 0.000 0.37 0.37 0.00 0.0 0.000 23.500 0.000 0.37 0.37 0.00 0.0 0.000 23.516 0.000 0.37 0.37 0.00 0.0 0.000 23.533 0.000 0.37 0.37 0.00 0.0 0.000 23.550 0.000 0.37 0.37 0.00 0.0 0.000 23.566 0.000 0.37 0.37 0.00 0.0 0.000 23.583 0.000 0.37 0.37 0.00 0.0 0.000 23.600 0.000 0.37 0.37 0.00 0.0 0.000 23.616 0.000 0.37 0.37 0.00 0.0 0.000 23.633 0.000 0.37 0.37 0.00 0.0 0.000 23.650 0.000 0.37 0.37 0.00 0.0 0.000 23.666 0.000 0.37 0.37 0.00 0.0 0.000 23.683 0.000 0.36 0.36 0.00 0.0 0.000 23.700 0.000 0.36 0.36 0.00 0.0 0.000 23.716 0.000 0.36 0.36 0.00 0.0 0.000 23.733 0.000 0.36 0.36 0.00 0.0 0.000 23.750 0.000 0.36 0.36 0.00 0.0 0.000 23.766 0.000 0.36 0.36 0.00 0.0 0.000 23.783 0.000 0.36 0.36 0.00 0.0 0.000 23.800 0.000 0.36 0.36 0.00 0.0 0.000 23.816 0.000 0.36 0.36 0.00 0.0 0.000 23.833 0.000 0.36 0.36 0.00 0.0 0.000 23.850 0.000 0.36 0.36 0.00 0.0 0.000 23.866 0.000 0.36 0.36 0.00 0.0 0.000 23.883 0.000 0.36 0.36 0.00 0.0 0.000 23.900 0.000 0.36 0.36 0.00 0.0 0.000 23.916 0.000 0.36 0.36 0.00 0.0 0.000 23.933 0.000 0.36 0.36 0.00 0.0 0.000 23.950 0.000 0.36 0.36 0.00 0.0 0.000 23.966 0.000 0.36 0.36 0.00 0.0 0.000 23.983 0.000 0.36 0.36 0.00 0.0 0.000 24.000 0.000 0.36 0.36 0.00 0.0 0.000 24.016 0.000 0.32 0.32 0.00 0.0 0.000 24.033 0.000 0.25 0.25 0.00 0.0 0.000 24.050 0.000 0.18 0.18 0.00 0.0 0.000 24.066 0.000 0.11 0.11 0.00 0.0 0.000 24.083 0.000 0.04 0.04 0.00 0.0 0.000 ____________________________________________________________________________ PROCESS SUMMARY OF STORAGE: INFLOW VOLUME - 1.175 AF BASIN STORAGE - 0.000 AF (WITH 0.000 AF INITIALLY FILLED) OUTFLOW VOLUME = 0.051 AF LOSS VOLUME - 1.123 AF FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 1.2 ------------------------------------------------------- »»>SUBAREA RUNOFF (SMALL AREA UNIT—HYDROGRAPH ANALYSIS) <<<<< -------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE—FEET) = 1.41 TOTAL CATCHMENT SOIL—LOSS VOLUME(ACRE—FEET) = 0.43 d �a (SMALL AREA UNIT—HYDROGRAPH ADDED TO STREAM #2) RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90 TOTAL CATCHMENT AREA(ACRES) = 2.48 SOIL—LOSS RATE, Fm,(INCH/HR) = 0.159 LOW LOSS FRACTION = 0.153 TIME OF CONCENTRATION(MIN.) = 5.00 �s t SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ilr USER SPECIFIED RAINFALL VALUES ARE USED: RETURN FREQUENCY(YEARS) = 100 5—MINUTE POINT RAINFALL VALUE(INCHES) = 0.55 30—MINUTE POINT RAINFALL VALUE(INCHES) = 1.13 1—HOUR POINT RAINFALL VALUE(INCHES) = 1.50 3—HOUR POINT RAINFALL VALUE(INCHES) = 2.65 6—HOUR POINT RAINFALL VALUE(INCHES) = 3.82 24—HOUR POINT RAINFALL VALUE(INCHES) = 8.93 -------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE—FEET) = 1.41 TOTAL CATCHMENT SOIL—LOSS VOLUME(ACRE—FEET) = 0.43 d �a ------- ----------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0 ----------------------- 3_6_______�_-______10.8 M 0.783 0.0266 0.44 2 4- H O U R 5 T O R M 0.800 0.0272 0.44 R U N O F F H Y D R 0 G R A P H 0.817 0.0278 0.44 N 0.633 0.0285 0.44 1 ---------- _a------------------------------------------------------e--------- 0.850 0.0291 0.44 N HYDROGRAPH IN ONE -MINUTE UNIT INTERVALS(CFS) 0.867 0.0297 0.44 1 (Notes: Time indicated is at END of Each Unit Intervals. 0.883 0.0303 0.44 t Peak 5 -minute rainfall intensity is modeled as 0.900 0.0309 0.44 N a constant value for entire 5 -minute period.) 0.917 0.0315 0.44 N ____________________________________________________________________________ 0.933 0.032 0.44 TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 7.2 10.8 14.4 0.950 0.0327 0.44 t ____________________________________________________________________________ 0.967 0.0333 0:94 0.017 0.0001 0.04 Q 0.983 0.0339 0.44 0.033 0.0002 0.13 Q 1.000 0.0345 0.44 N 0.050 0.0005 0.22 Q 1.017 0.0351 0.44 l 0.067 0.0010 0.30 Q - 1.033 0.0357 0.44 0.083 0.0015 0.39 VQ 1.050 0.0363 0.44 0.100 0.0021 0.43 VQ 1.067 0.0369 0.44 0.117 0.0027 0.43 VQ - 1.083 0.0376 0.44 0.133 0.0033 0.43 VQ 1.100 0.0382 0.44 0.150 0.0039 0.43 VQ 1.117 0.0388 0.44 0.167 0.0045 0.43 VQ 1.133 0.0394 0.44 0.183 0.0051 0.43 VQ - 1.150 0.0400 0.44 0.200 0.0056 0.43 VQ 1.167 0.0406 0.44 0.217 0.0062 0.43 VQ 1.183 0.0412 0.44 0.233 0.0068 0.43 VQ 1.200 0.0418 0.44 0.250 0.0074 0.43 VQ - 1.217 0.0429 0.44 0.267 0.0080 0.43 VQ 1.233 0.0 30 0.44 0.283 0.0086 0.43 VQ 1.250 0.04437 0.49 0.300 0.0092 0.43 VQ 1.267 0.0443 0.44 0.317 0.0098 0.43 VQ 1.283 0.0449 0.44 0.333 0.0104 0.43 VQ - 1.300 0.0455 0.44 0.350 0.0110 0.43 VQ 1.317 0.0461 0.44 0.367 0.0116 0.43 VQ 1.333 0.0467 0.44 0.383 0.0122 0.43 VQ - 1.350 0.0473 0.44 0.400 0.0128 0.43 VQ 1.367 0.0479 0.45 0.417 0.0134 0.43 VQ 1.383 0.0486 0.45 0.433 0.0140 0.43 VQ 1.400 0.0492 0.45 0.450 0.0146 0.43 VQ 1.417 0.0498 0.45 0.467 0.0152 0.44 VQ - - 1.433 0.0504 0.45 0.483 0.0158 0.44 VQ 1.450 0.0510 0.45 0.500 0.0164 0.44 VQ 1.467 0.0516 0.45 0.517 0.0170 0.44 VQ 1.483 0.0522 0.45 0.533 0.0176 0.44 VQ 1.500 0.0529 0.45 0.550 0.0182 0.44 VQ - - 1.517 0.0535 0.45 0.567 0.0168 0.44 VQ 1.533 0.0541 0.45 0.583 0.0194 0.44 VQ 1.550 0.0547 0.45 0.600 0.0200 0.44 VQ 1.567 0.0553 0.45 0.617 0.0206 0.44 VQ - 1.583 0.0559 0.45 0.633 0.0212 0.44 VQ 1.600 0.0566 0.45 0.650 0.0218 0.44 VQ 0.667 0.0224 0.44 VQ 0.663 0.0230 0.44 VQ 0.700 0.0236 0.44 VQ 0.717 0.0242 0.44 VQ 0.733 0.0248 0.44 VQ 0.750 0.0254 0.44 VQ 0.767 0.0260 0.44 VQ ----------------------- 3_6_______�_-______10.8 M -------- ____________________ TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 ------ ______________________________________ 1.617 0.0572 0.45 .Q 1.633 0.0578 0.45 .Q 1.650 0.0584 0.45 .Q 1.667 0.0590 0.45 .Q 1.683 0.0596 0.45 .Q - 1.700 0.0603 0.45 .Q 1.717 0.0609 0.45 .Q 1.733 0.0615 0.45 .Q 1.750 0.0621 0.45 .Q 1.767 0.0627 0.45 .Q - 1.783 0.0634 0.45 .Q 1.800 0.0640 0.45 .Q 1.817 0.0646 0.45 .Q 1.833 0.0652 0.45 .Q 1.850 0.0658 0.45 .Q 1.867 0.0665 0.45 .Q 1.863 0.0671 0.45 .Q - 1.900 0.0677 0.45 .Q 1.917 0.0683 0.45 .Q - 1.933 0.0689 0.45 .Q 1.950 0.0696 0.45 .Q 1.967 0.0702 0.45 .Q 1.983 0.0708 0.45 .QV 2.000 0.0714 0.45 .QV 2.017 0.0721 0.45 .QV 2.033 0.0727 0.45 .QV 2.050 0.0733 0.45 .QV 2.067 0.0739 0.45 .QV 2.083 0.0746 0.45 .QV 2.100 0.0752 0.45 .QV 2.117 0.0758 0.45 .QV 2.133 0.0764 0.45 .QV 2.150 0.0771 0.45 .QV 2.167 0.0777 0.45 .QV 2.183 0.0783 0.45 .OV 2.200 0.0789 0.46 .QV 2.217 0.0796 0.46 .QV 2.233 0.0802 0.46 .QV 2.250 0.0808 0.46 .QV 2.267 0.0815 0.46 .QV 2.283 0.0821 0.46 .QV 2.300 0.0827 0.46 .QV 2.317 0.0833 0.46 .QV 2.333 0.0840 0.46 .QV 2.350 0.0846 0.46 .QV 2.367 0.0852 0.46 .QV 2.383 0.0859 0.46 .QV 2.400 0.0865 0.46 .QV 2.417 0.0871 0.46 .QV 2.433 0.0878 0.46 .QV ------------------------- ------------- -------------------------------------------------------------- 1.2 10.8 14.4 TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 7.2 10.8 14. ___________________________________________________________________________ _________________________ 2.450 0.0884 0.46 .QV - • 2.467 0.0890 0.46 .QV 2.483 0.0897 0.46 .QV 2.500 0.0903 0.46 .QV 2.517 0.0909 0.46 .QV • 2.533 0.0916 0.46 .QV - - 2.550 0.0922 0.46 .QV 2.567 0.0928 0.46 .QV - • 2.583 0.0935 0.46 .QV - • 2.600 0.0941 0.46 .QV 2.617 0.0947 0.46 .QV - • 2.633 0.0954 0.46 .QV - - • 2.650 0.0960 0.46 .QV 2.667 0.0966 0.46 .QV • 2.683 0.0973 0.46 .OV 2.700 0.0979 0.46 .QV 2.717 0.0965 0.46 .QV - - 2.733 0.0992 0.46 .QV - 2.750 0.0998 0.46 .QV - - 2.767 0.1004 0.46 .QV - 2.783 0.1011 0.46 .QV - 2.800 0.1017 0.46 .QV • - 2.817 0.1024 0.46 .OV 2.833 0.1030 0.46 .QV - - 2.850 0.1036 0.46 .QV 2.867 0.1043 0.46 .QV - • 2.083 0.1049 0.46 .QV - 2.900 0.1056 0.46 .QV 2.917 0.1062 0.46 .Q V 2.933 0.1068 0.47 .Q V - 2.950 0.1075 0.47 .Q V 2.967 0.1081 0.47 .Q V _ 2.983 0.1088 0.47 .Q V - 3.000 0.1094 0.47 .Q V - 3.017 0.1100 0.47 .Q V 3.033 0,1107 0.47 .Q V _ 3.050 0.1113 0.47 .Q V - 3.067 0.1120 0.47 .Q V • 3.083 0.1126 0.47 .Q V - 3.100 0.1133 0.47 .Q V 3.117 0.1139 0.47 .Q V - _ 3.133 0.1145 0.47 .Q V - - 3.150 0.1152 0.47 .Q V 3.167 0.1158 0.47 .Q V - - • 3.183 0.1165 0.47 .Q V - - 3.200 0.1171 0.47 .Q V 3.217 0.1178 0.47 ,Q V 3.233 0.1184 0.47 .Q V • 3.250 0.1191 0.47 .Q V • 3.267 0.1197 0.47 .Q V ---------------------------- --------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 ____________________________________________ 3.283 0.1204 0.47 .Q V 3.300 0.1210 0.47 .Q V 3.317 0.1217 0.47.Q V 3.333 0.1223 0.47 .Q V 3.350 0.1230 0.47 .Q V 3.367 0.1236 0.47 .Q V 3.383 0.1243 0.47 .Q V 3.400 0.1249 0.47 .Q V 3.417 0.1256 0.47 .Q V 3.433 0.1262 0.47 .Q V 3.450 0.1269 0.47 .0 V 3.467 0.1275 0.47 .Q V 3.483 0.1282 0.47 .Q V 3.500 0.1288 0.47 .Q V 3.517 0.1295 0.47 .Q V 3.533 0.1301 0.47 .Q V 3.550 0.1308 0.47 .Q V 3.567 0.1314 0.47 .Q V 3.583 0.1321 0.47 .Q V 3.600 0.1327 0.47 .Q V 3.617 0.1334 0.47 .0 V 3.633 0.1340 0.47 .Q V 3.650 0.1347 0.48 .Q V 3.667 0.1353 0.48 .Q V 3.683 0.136 0 0.48 .Q V 3.700 0.1366 0.48 .Q V 3.717 0.1373 0.48 .Q V 3.733 0.1380 0.48 .Q V 3.750 0.1386 0.48 .Q V 3.767 0.1393 0.48 .Q V 3.783 0.1399 0.48 .Q V 3.800 0.1406 0.48 .Q V 3.817 0.1412 0.48 .Q V 3.833 0.1419 0.48 .Q V 3.850 0.1426 0.48 .Q V 3.867 0.1432 0.48 .Q V 3.883 0.1439 0.48 .Q V 3.900 0.1445 0.48 .Q V 3.917 0.1452 0.48 .0 V 3.933 0.1459 0.48 .Q V 3.950 0.1465 0.48 .Q V 3.967 0.1472 0.48 .Q V 3.983 0.1478 0.48 .Q V 4.000 0.1485 0.48 .Q V 4.017 0.1492 0.48 .Q V 4.033 0.1498 0.48 .Q V 4.050 0.1505 0.48 .Q V 4.067 0.1512 0.48 .Q V 4.083 0.1518 0.48 .0 V 4.100 0.1525 0.48 .Q V ------------------------ -------------------------------------------------------- 7,2 10.8 14.4 TIME(HRS) VOLUME(AF) Q(CFS)_O . 3.6 7.2 ------------------------------ ________________________ 4.117 0.1532 0.48.Q V 4.133 0.1538 0.48 .Q V 4.150 0.1545 0.48 .Q V 4.167 0.1551 0.48 .Q V 4.183 0.1558 0.48 .Q V 4.200 0.1565 0.48 .Q V 4.217 0.1571 0.48 .0 V 4.233 0.1578 0.48 .Q V 4.250 0.1585 0.48 .Q V 4.267 0.1591 0.48 .Q V 4.283 0.1598 0.49 .Q V 4.300 0.1605 0.49 .Q V 4.317 0.1612 0.49 .Q V 4.333 0.1618 0.49 .Q V 4.350 0.1625 0.49 .Q V 4.367 0.1632 0.49 .Q V 4.383 0.1638 0.49 .Q V 4.400 0.1645 0.49 .Q V 4.417 0.1652 0.49 .Q V 4.433 0.1658 0.49 .Q V 4.450 0.1665 0.49 .Q V 4.467 0.1672 0.49 .Q V 4.483 0.1679 0.49 .Q V 4.500 0.1665 0.49 .Q V 4.517 0.1692 0.49 .Q V 4.533 0.1699 0.49 .Q V 4.550 0.1706 0.49 .Q V 4.567 0.1712 0.49 .Q V 4.583 0.1719 0.49 .Q V 4.600 0.1726 0.49 .Q V 4.617 0.1733 0.49 .Q V 4.633 0.1739 0.49 .Q V 4.650 0.1746 0.49 .Q V 4.667 0.1753 0.49 .Q V 4.683 0.1760 0.49 .Q V 4.700 0.1766 0.49 .Q V 4.717 0.1773 0.49 .Q V 4.733 0.1780 0.49 .Q V 4.750 0.1787 0.49 .Q V 4.767 0.1793 0.49 .Q V 4.783 0.1800 0.49 .Q V 4.800 0.1807 0.49 .Q V 4.817 0.1814 0.49 .Q V 4.833 0.1821 0.49 .Q V 4.650 0.1827 0.49 .Q V 4.867 0.1834 0.49 .Q V 4.883 0.1841 0.49 .Q V 4.900 0.1848 0.50 .Q V 4.917 0.1855 0.50 .Q V 4.933 0.1862 0.50 .Q V -------------- 10.8 14.4 r r� r.IL V ---------------------- --------- ---------------------------------- ----------- ---------------------------------------------------------------------------- TI------ VOL------ Q(CFS)-0_--------3_6-------7_2------10_8------14_--- TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 7.2 10.8 14.4 ______________________________ _____ _ ____ ____________Q __V _____________________________________ 5.783 0.2215 0.51 .Q ' 4.950 0 1868 0.50 5.800 0.2222 0.51 .Q v 4.967 0.1875 0.50 .0 V 5.817 0.2229 0.51 .Q v 4.983 0.1882 0.50 .Q V 5.833 0.2236 0.51 .0 v 5.000 0.1889 0.50 .Q V 5.850 0.2243 0.51 .Q v - 5.017 0.1896 0.50 .Q V 5.867 0.2250 0.51 .Q V 5.033 0.1903 0.50 .0 V 5.883 0.2258 0.51 .Q v 5.050 0.1909 0.50 .Q V 5.900 0.2265 0.51 .Q V 5.067 0.1916 0.50 .0 V 5.917 0.2272 0.51 .Q V 5.083 0.1923 0.50 .Q V - 5.933 0.2279 0.51 .0 v 5.100 0.1930 0.50 .Q V 5.950 0.2286 0.51 .Q V 5.117 0.1937 0.50 .Q V 5.967 0.2293 0.51 .Q v - 5.133 0.1944 0.50 .Q V 5.983 0.2300 0.51 .Q V 5.150 0.1951 0.50 .Q V 6.000 0.2307 0.52 .Q v 5.167 0.1958 0.50 .Q V 6.017 0.2314 0.52 .0 v 5.183 0.1964 0.50 .Q V 6.033 0.2321 0.52 .0 v - 5.200 0.1971 0.50 .Q V 6.050 0.2328 0.52 .Q v 5.217 0.1978 0.50 .0 V 6.067 0.2336 0.52 .Q v - 5.233 0.1985 0.50 .Q V - 6.083 0.2343 0.52 .Q v 5.250 0.1992 0.50 .Q V 6.100 0.2350 0.52 .0 v - 5.267 0.1999 0.50 .Q V 6.117 0.2357 0.52 .Q v - 5.283 0.2006 0.50 .Q V 6.133 0.2364 0.52 .0 v 5.300 0.2013 0.50 .Q V 6.150 0.2371 0.52 .Q v - 5.317 0.2020 0.50 .Q V 6.167 0.2378 0.52 .Q v 5.333 0.2027 0.50 .Q V 6.183 0.2386 0.52 .Q v - 5.350 0.2034 0.50 .0 V 6.200 0.2393 0.52 .Q v 5.367 0.2041 0.50 .Q V 6.217 0.2400 0.52 .Q v - 5.383 0.2047 0.50 .Q v 6.233 0.2407 0.52 .Q v - 5.400 0.2054 0.50 .Q V 6.250 0.2414 0.52 .Q v 5.417 0.2061 0.50 .Q V 6.267 0.2421 0.52 .Q v 5.433 0.2068 0.50 .Q V 6.283 0.2429 0.52 .Q v 5.450 0.2075 0.50 .Q V 6.300 0.2436 0.52 .Q v 5.467 0.2082 0.51 .Q V 6.317 0.2443 0.52 .Q v 5.483 0.2089 0.51 .Q V 6.333 0.2450 0.52 .Q v 5.500 0.2096 0.51 .Q V 6.350 0.2457 0.52 .Q V 5.517 0.2103 0.51 .Q V 6.367 0.2465 0.52 .Q V - 5.533 0.2110 0.51 .Q V 6.363 0.2472 0.52 .Q v - 5.550 0.2117 0.51 .Q V 6.400 0.2479 0.52 .Q v 5.567 0.2124 0.51 .Q v 6.417 0.2486 0.52 .Q v 5.583 0.2131 0.51 .Q v 6.433 0.2493 0.52 .Q V 5.600 0.2138 0.51 .Q V 6.450 0.2501 0.52 .Q V 5.617 0.2145 0.51 .Q V 6.467 0.2508 0.52 .Q v 5.633 0.2152 0.51 .Q V 6.483 0.2515 0.53 .Q v 5.650 0.2159 0.51 .Q V 6.500 0.2522 0.53 .Q v 5.667 0.2166 0.51 .Q V 6.517 0.2530 0.53 .Q V 5.683 0.2173 0.51 .Q V 6.533 0.2537 0.53 .Q v 5.700 0.2180 0.51 .Q V 6.550 0.2549 0.53 .Q v - 5.717 0.2187 0.51 .Q V 6.567 0.2551 0.53 .Q v - 5.733 0.2194 0.51 .Q v 6.583 0.2559 0.53 .Q v 5.750 0.2201 0.51 .Q V 6.600 0.2566 0.53 .Q V 5.767 0.2208 0.51 .Q v ------------- ___________________________. TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 ----------------------------- _______________ 6.617 0.2573 0.53 .Q V - 6.633 0.2580 0.53 .Q V - 6.650 0.2588 0.53 .0 V - 6.667 0.2595 0.53 .Q V 6.683 0.2602 0.53 .Q V 6.700 0.2610 0.53 .Q V - 6.717 0.2617 0.53 .Q V 6.733 0.2624 0.53 .Q V 6.750 0.2632 0.53 .Q V 6.767 0.2639 0.53 .Q V 6.783 0.2646 0.53 .Q V 6.800 0.2653 0.53 .Q V 6.817 0.2661 0.53 .Q V 6.833 0.2668 0.53 .Q V 6.850 0.2676 0.53 .Q V - 6.867 0.2683 0.53 .Q V 6.883 0.2690 0.53 .Q V 6.900 0.2698 0.53 .Q V 6.917 0.2705 0.54 .Q V 6.933 0.2712 0.54 .Q V 6.950 0.2720 0.54 .Q V 6.967 0.2727 0.54 .Q V 6.983 0.2734 0.54 .Q V 7.000 0.2742 0.54 .Q V 7.017 0.2749 0.54 .Q V 7.033 0.2757 0.54 .0 V - 7.050 0.2764 0.54 .Q V 7.067 0.2771 0.54 .Q V 7.083 0.2779 0.54 .Q V 7.100 0.2786 0.54 .Q V - 7.117 0.2794 0.54 .Q V - 7.133 0.2801 0.54 .Q V 7.150 0.2809 0.54 .Q V 7.167 0.2816 0.54 .Q V 7.183 0.2824 0.54 .Q V 7.200 0.2831 0.54 .Q V 7.217 0.2638 0.54 .Q V 7.233 0.2846 0.54 .Q V . 7.250 0.2853 0.54 .Q V - 7.267 0.2661 0.54 .Q V - 7.283 0.2868 0.54 .Q V . 7.300 0.2876 0.54 .Q V 7.317 0.2883 0.54 .Q V - 7.333 0.2891 0.54 .0 V 7.350 0.2898 0.54 .Q V 7.367 0.2906 0.55 .Q V 7.383 0.2913 0.55 .Q V . 7.400 0.2921 0.55 .Q V - 7.417 0.2928 0.55 .Q V 7.433 0.2936 0.55 .Q V - ----------------------- 7.2 10.8 14.4 -------------- TIME(HRS) ------------------------------ VOLUME(AF) Q(CFS) 0. _______________ 3.6 _________________________ 7.450 0.2943 0.55 .Q V . 7.467 0.2951 0.55 .Q V - 7.483 0.2959 0.55 .Q V 7.500 0.2966 0.55 .0 V - 7.517 0.2974 0.55 .0 V - 7.533 0.2981 0.55 .Q V - 7.550 0.2989 0.55 .Q V . 7.567 0.2996 0.55 .0 V - 7.583 0.3004 0.55 .Q V . 7.600 0.3012 0.55 .Q V 7.617 0.3019 0.55 .Q V . 7.633 0.3027 0.55 .Q V - 7.650 0.3034 0.55 .Q V . 7.667 0.3042 0.55 .Q V . 7.683 0.3050 0.55 .Q V - 7.700 0.3057 0.55 .Q V - 7.717 0.3065 0.55 .Q V . 7.733 0.3073 0.55 .Q V . 7.750 0.3080 0.56 .Q V . 7.767 0.3088 0.56 .Q V . 7.783 0.3095 0.56 .Q V - 7.800 0.3103 0.56 .Q V . 7.817 0.3111 0.56 .Q V . 7.833 0.3118 0.56 .Q V . 7.850 0.3126 0.56 .Q V - 7.867 0.3134 0.56 .Q V . 7.883 0.3142 0.56 .Q V - 7.900 0.3149 0.56 .Q V - 7.917 0.3157 0.56 .Q V . 7.933 0.3165 0.56 .Q V 7.950 0.3172 0.56 .Q V - 7.967 0.3180 0.56 .Q V 7.983 0.3188 0.56 .Q V• 8.000 0.3196 0.56 .Q V. 8.017 0.3203 0.56 .Q V. 8.033 0.3211 0.56 .Q V. 8.050 0.3219 0.56 .Q V. 8.067 0.3227 0.56 .Q V. 8.083 0.3234 0.56 .Q V. 8.100 0.3242 0.56 .Q V. 8.117 0.3250 0.56 .Q V. 8.133 0.3258 0.57 .Q V. 8.150 0.3265 0.57 .Q V. 8.167 0.3273 0.57 .Q V. 8.183 0.3281 0.57 .Q V. 8.200 0.3289 0.57 .Q V. 8.217 0.3297 0.57 .Q V. 8.233 0.3304 0.57 .Q V. 8.250 0.3312 0.57 .Q V. 8.267 0.3320 0.57 .Q V. ------------------------ 7 .2 10.8 14.4 _________________________ Iry Wl W� °I Ul r"l r* I Ul r"I -1 r, l F..' V I wl wl w l ------ _________________________ TIME(HRS) VOLUME(AF) Q(CFS) 0 8.283 0.3328 0.57 8.300 0.3336 0.57 8.317 0.3344 0.57 8.333 0.3352 0.57 8.350 0.3359 0.57 8.367 0.3367 0.57 8.383 0.3375 0.57 8.400 0.3383 0.57 8.417 0.3391 0.57 8.433 0.3399 0.57 8.450 0.3407 0.57 8.467 0.3415 0.57 6.483 0.3423 0.57 8.500 0.3431 0.58 6.517 0.3438 0.58 8.533 0.3446 0.58 8.550 0.3454 0.56 8.567 0.3462 0.58 8.583 0.3470 0.58 8.600 0.3478 0.58 8.617 0.3486 0.58 8.633 0.3494 0.58 8.650 0.3502 0.5B 8.667 0.3510 0.58 8.683 0.3518 0.58 8.700 0.3526 0.58 8.717 0.3534 0.58 8.733 0.3542 0.58 8.750 0.3550 0.58 8.767 0.3558 0.58 8.783 0.3566 0.58 6.800 0.3574 0.58 8.817 0.3583 0.59 8.833 0.3591 0.59 8.850 0.3599 0.59 8.867 0.3607 0.59 8.883 0.3615 0.59 8.900 0.3623 0.59 8.917 0.3631 0.59 8.933 0.3639 0.59 8.950 0.3647 0.59 8.967 0.3655 0.59 8.983 0.3664 0.59 9.000 0.3672 0.59 9.017 0.3680 0.59 9.033 0.3688 0.59 9.050 0.3696 0.59 9.067 0.3704 0.59 9.083 0.3712 0.59 9.100 0.3721 0.59 3-6 _-____7.2______10-8___-__14.9 ' ----------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0.---_---_3_6- _________________________________ 9.117 0.3729 0.60 .Q V V. 9.133 0.3737 0.60 .Q V V 9.150 0.3745 0.60 .Q V V 9.167 0.3753 0.60 .Q V V. 9.183 0.3762 0.60 .Q V V 9.200 0.3770 0.60 .Q V V 9.217 0.3778 0.60 .Q V V. 9.233 0.3786 0.60 .Q V V. - 9.250 0.3795 0.60 .Q V V 9.267 0.3803 0.60 .Q V V 9.283 0.3811 0.60 .Q V V 9.300 0.3619 0.60 .Q V V 9.317 0.3828 0.60 .Q V V 9.333 0.3836 0.60 .Q V V 9.350 0.3844 0.60 .Q V V 9.367 0.3853 0.60 .Q V V - 9.383 0.3861 0.60 .Q V V. 9,400 0.3869 0.60 .Q V V 9.417 0.3878 0.61 .Q V V 9.433 0.3886 0.61 .Q V V 9.450 0.3894 0.61 .Q -V V. 9.467 0.3903 0.61 .Q V V 9.483 0.3911 0.61 .Q -V V. - 9.500 0.3919 0.61 .Q -V V 9.517 0.3928 0.61 .Q •V V 9.533 0.3936 0.61 .Q -V V. 9.550 0.3945 0.61 .Q •V V 9.567 0.3953 0.61 .Q •V V 9.583 0.3961 0.61 .Q •V V 9.600 0.3970 0.61 .Q •V V 9.617 0.3978 0.61 .Q •V V 9.633 0.3987 0.61 .Q •V V 9.650 0.3995 0.61 .Q •V V 9.667 0.4004 0.61 .Q •V V - 9.683 0.4012 0.61 .Q •V V 9.700 0.4021 0.62 .Q •V V 9.717 0.4029 0.62 .Q •V V - 9.733 0.4038 0.62 .Q •V V 9.750 0.4046 0.62 .Q •V V 9.767 0.4055 0.62 .Q •V V - 9.783 0.4063 0.62 .Q •V V 9.800 0.4072 0.62 .Q •V V 9.817 0.4080 0.62 .Q •V V 9.833 0.4089 0.62 .Q •V V 9.850 0.4097 0.62 .Q •V V 9.867 0.4106 0.62 .Q •V V 9.803 0.4114 0.62 .Q -V V 9.900 0.4123 0.62 .QV V 9.917 0.4132 0.62 .Q -V V - V 9.933 0.4140 0.62 .Q •V -------------------------- 1.2 10.8 14.4 I r'l W� it VII r WA U-1 " W"l rl wl W1 --------------------------------------------------------------------------- --------- ---------------------------------------------------------- TI------ VOLUME(AF) Q --O.------ ----------------- VOLUME (AF) Q(CFS) 0. 3.6 7.2 10.8 14.4 ______________________________ -CFS -3-6-------7-2------10_8----------- ____ ---9.950 ------0 ____ ______________________________________________ 10.783 0.4592 0.66 .0 4149----_-0.63- Q V 10.800 0.4601 0.66 .Q V 9.967 0.4157 0.63 .Q .V 10.817 0.4610 0.66 .Q V 9.983 0.4166 0.63 . Q .V 10.833 0.4619 0.66 .Q V 10.000 0.4175 0.63 .Q .v 10.850 0.4628 0.66 .Q V - 10.017 0.4183 0.63 .Q .V - 10.867 0.4637 0.67 .Q V 10.033 0.4192 0.63 .Q •V 10.883 0.4646 0.67 .Q V 10.050 0.4201 0.63 .Q .V 10.900 0.4656 0.67 .Q V 10.067 0.4209 0.63 .Q .V 10.917 0.4665 0.67 .Q V 10.083 0.4218 0.63 .Q .V 10.933 0.4674 0.67 .Q V 10.100 0.4227 0.63 .Q .V 10.950 0.4683 0.67 .Q V 10.117 0.4235 0.63Q .V 10.967 0.4693 0.67 .Q V 10.133 0.4244 0.63 .Q V 10.983 0.4702 0.67 .Q V 10.150 0.4253 0.63 .Q V 11.000 0.4711 0.67 .Q V 10.167 0.4262 0.63 .Q V 11.017 0.4720 0.67 .Q V 10.183 0.4270 0.63 .Q V 11.033 0.4730 0.67 .Q V 10.200 0.4279 0.63 .Q V 11.050 0.4739 0.67 .Q V 10.217 0.4288 0.64 .Q - V 11.067 0.4748 0.68 .Q V 10.233 0.4297 0.64 .0 V 11.083 0.4758 0.68 .Q V 10.250 0.4305 0.64 .Q V 11.100 0.9767 0.68 .Q v 10.267 0.4314 0.64 .Q V 11.117 0.4776 0.68 .Q V 10.283 0.4323 0.64 .Q V - 11.133 0.4786 0.68 .Q V 10.300 0.4332 0.64 .Q V - 11.150 0.4795 0.68 .Q V 10.317 0.4341 0.64 .Q `/ - -V 11.167 0.4809 0.68 .0 10.333 0.4399 0.64 .Q - V 11.183 0.4814 0.68 .Q V 10.350 0.4356 0.64 .Q V 11.200 0.4823 0.68 .Q V 10.367 0.4367 0.64 .Q V 11.217 0.4832 0.68 .Q V 10.383 0.4376 0.64 .Q V 11.233 0.4842 0.68 .Q V 10.400 0.4385 0.64 .Q V 11.250 0.4851 0.69 .Q V - 10.417 0.4394 0.64 .Q V -- 11.267 0.9861 0.69 .Q V 10.433 0.4403 0.65 .Q V 11.283 0.4870 0.69 .Q V 10.450 0.4411 0.65 .Q V 11.300 0.4880 0.69 .Q V 10.467 0.4420 0.65 .Q V - 11.317 0.4889 0.69 .Q V 10.983 0.4429 0.65 .Q V - -V 11.333 0.9899 0.69 .Q 10.500 0.9438 0.65 .Q V 11.350 0.4900 0.69 .0 V 10.517 0.4447 0.65 .Q V 11.367 0.4918 0.69 .Q V 10.533 0.4456 0.65 .Q V - 11.383 0.4927 0.69 .Q V - - 10.550 0.4465 0.65 .Q `/ - 11.400 0.9937 0.69 .Q V 10.567 0.9479 0.65 .Q V 11.417 0.4946 0.70 .Q V 10.583 0.4483 0.65 .Q V 11.433 0.4956 0.70 .Q V 10.600 0.4492 0.65 .Q V 11.450 0.4966 0.70 .Q V 10.617 0.4501 0.65 .Q V 11.467 0.4975 0.70 .Q V 10.633 0.4510 0.65 .Q V 11.483 0.4965 0.70 .Q V 10.650 0.4519 0.65 .Q V 11.500 0.4995 0.70 .Q V 10.667 0.4528 0.66 . Q V 11.517 0.5004 0.70 .Q v 10.603 0.4537 0.66 .Q V 11.533 0.5014 0.70 .Q V 10.700 0.4546 0.66 .Q V 11.550 0.5024 0.70 .Q V 10.717 0.4555 0.66 .Q V 11.567 0.5033 0.70 .Q V 10.733 0.4564 0.66 .Q V 11.583 0.5043 0.71 .0 V 10.750 0.4573 0.66 .Q V 11.600 0.5053 0.71 .Q V - 10.767 0.4582 0.66 .Q v - ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS)-0_--_----_3_6_-_----7.2___--_10_8 14_4 TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 7.2 10.8 14.4 ___________________________ ...... ___________________________________________________________________ 11.617 0.5062 0.71 -Q V 12.450 0.5535 0.67 .Q V - V 11.633 0.5072 0.71 .Q V 12.467 0.5544 0.67 .Q V 11.650 0.5082 0.71 .Q V 12.483 0.5553 0.67 .Q - V 11.667 0.5092 0.71 .Q V 12.500 0.5562 0.67 .Q - V 0.5101 0.71 V 12.517 0.5571 0.67 .Q 11.683 .Q 12.533 0.5581 0.67 .Q V 11.700 0.5111 0.71 .Q V 12.550 0°5590 0.67 .Q V 11.717 0.5121 0.71 .Q V 12.567 0.5599 0.68 .Q V - 11.733 0.5131 0.71 .Q V 12.583 0.5609 0.68 .Q V 11.750 0.5141 0.72 .Q V 12.600 0.5618 0.66 .Q - V - 11.767 0.5151 0.72 .Q V 12.617 0.5627 0.66 .Q V - 11.783 0.5161 0.72 .Q V 12.633 0.5637 0.68 .Q V 11.800 0.5170 0.72 .Q V - 12.650 0.5646 0.68 .0 V 11.817 0.51800.72 Q V 12.667 0.5656 0.68 .Q V 11.833 0.5190 0.72 Q V 12.683 0.5665 0.69 .Q V 11.850 0.5200 0.72 Q V 12.700 0.5674 0.69 .Q V 11.867 0.5210 0.72 Q V 12.717 0.5684 0.69 .Q V 11.883 0.5220 0.72 Q V 12.733 0.5694 0.69 .Q V 11.900 0.5230 0.73 Q V 12.750 0.5703 0.69 .Q V 1 1.917 0.5290 0.73 Q V 12.767 0.5713 0.70 . Q V 11.933 0.5250 0.73 Q V 12.783 0.5722 0.70 .Q V 11.950 0.5260 0.73 Q V 12.800 0.5732 0.70 .Q V 11.967 0.5270 0.73 Q V 12.817 0.5741 0.70 .0 V 11.983 0.5280 0.73 Q V 12.833 0.5751 0.70 .Q V - 12.000 0.5290 0.73 Q V 12.850 0.5761 0.70 .Q V 12.017 0.5300 0.72 Q V 12.867 0.5770 0.70 .Q V 12.033 0.5310 0.70 .Q V 12.883 0.5780 0.71 .Q V - 12.050 0.5319 0.68 .Q V 12.900 0.5790 0.71 .Q - V - 12.067 0.5329 0.67 .Q V 12.917 0.5800 0.71 .Q V - 12.083 0.5337 0.65 .Q - V 12.933 0.5810 0.71 .Q V 12.100 0.5346 0.64 .Q V 12.950 0.5819 0.71 .Q V 12.117 0.5355 0.64 -Q V 12.967 0.5829 0.72 .0 - V 12.133 0.5364 0.64 .Q V 12.983 0.5839 0.72 .0 V - 12.150 0.5373 0.64 .Q V 13.000 0.5849 0.72 .Q V - 12.167 0.5382 0.64 .Q V 13.017 0.5859 0.72 Q V 12.183 0.5390 0.64 .Q V 13.033 0.5869 0.72 Q - v 12.200 0.5399 0.64 .Q V 13.050 0.5879 0.72 Q V - - 12.217 0.5408 0.65 .Q V 13.067 0.5889 0.73 Q V - 12.233 0.5417 0.65 .Q V 13.083 0.5899 0.73 Q V 12.250 0.5426 0.65 .0 V 13.100 0.5909 0.73 Q V 12.267 0.5435 0.65 .Q V 13.117 0.5919 0.73 Q V - 12.283 0.5444 0.65 .Q V 13.133 0.5929 0.73 Q V 12.300 0.5453 0.65 .Q V 13.150 0.5939 0.74 Q V 12.317 0.5462 0.65 .Q - V 13.167 0.5949 0.74 Q V .12.333 0.5971 0.65 .Q V 13.183 0.5960 0.74 Q V - 12.350 0.5480 0.66 .Q V 13.200 0.5970 0.74 Q V 12.367 0.5489 0.66 .0 V 13.217 0.5980 0.74 Q V 12.383 0.5498 0.66 .Q V - 13.233 0.5990 0.75 Q V - 12.400 0.5507 0.66 .Q V 13.250 0.6001 0.75 Q V - 12.417 0.5516 0.66 .Q V 13.267 0.6011 0.75 Q V - 12.433 0.5525 0.66 .Q V --------------------------------------------------------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 7.2 10.8 14.4 -------------------------- TIME(HRS) -------- ___ VOLUME(AF) ---------- ___----------- Q(CFS) 0. 13.283 0.6021 0.75 Q V 14.117 0.6583 0.87 13.300 0.6032 0.75 - Q v 14.133 0.6595 0.88 13.317 0.6042 0.76 0 V - 14.150 0.6607 0.88 13.333 0.6053 0.76 Q V 14.167 0.6619 0.88 13.350 0.6063 0,76 Q v 14.183 0.6631 0.89 13-367 0.6074 0.76 Q V 14.200 0.6643 0.89 13.383 0.6084 0.77 Q V 14.217 0.6656 0.90 13.400 0.6095 0.77 Q V 14.233 0.6668 0.90 { 13.417 0.6105 0.77 Q V 14.250 0.6681 0.91 1 13.433 0.6116 0.77 Q V 14.267 0.6693 0.91 13.450 0.6127 0.78 Q V 14.283 0.6706 0.91 i 13.467 0.6137 0.78 0 V 14.300 0.6718 0.92 13.483 0.6148 0.78 Q V 14.317 0.6731 0.92 13.500 0.6159 0.78 Q V 14.333 0.6744 0.92 13.517 0,6170 0.70 Q V 14.350 0.6756 0.93 13.533 0.6180 0.79 Q V 14.367 0,6769 0.93 13.550 0.6191 0.79 0 V 14.383 0.6762 0.94 13.567 0.6202 0.79 Q V 19.400 0.6795 0.94 13.583 0.6213 0.80 Q V 14.417 0.6808 0.95 13.600 0.6224 0.80 Q v 14.433 0.6821 0.95 13.617 0.6235 0.80 Q v 14.450 0.6835 0,96 13.633 0.6246 0.80 Q V 14.467 0.6848 0.96 13.650 0.6257 0.80 Q V - 14.483 0.6861 0.96 13.667 0.6268 0.80 Q V 14.500 0.6074 0.97 13.683 0.6279 0.81 Q V 14.517 0.6888 0.97 13.700 0.6291 0.81 Q V 14.533 0.6901 0.98 13.717 0.6302 0-81 Q V 14.550 0.6915 0.99 13.733 0.6313 0-82 Q V 14.567 0.6928 0-99 13.750 0.6324 0.82 Q V 14-583 0.6942 1.00 13.767 0.6336 0.82 Q V 14,600 0.6956 1.00 13.783 0.6347 0.83 Q V 14.617 0.6970 1.01 13.800 0.6359 0.83 Q V 14.633 0.6984 1.01 13.817 0.6370 0.83 Q V 14.650 0.6998 1.02 13.833 0.6382 0.83 Q V 14.667 0.7012 1.02 13.050 0.6393 0.84 Q V 14.683 0.7026 1.03 13.867 0.6405 0,84 Q v 14.700 0.7040 1.03 13.883 0.6416 0.84 Q V 14.717 0.7055 1-04 13.900 0.6428 0.85 0 V 14.733 0.7069 1.05 13.917 0.6440 0.85 Q V 14.750 0.7084 1.06 13.933 0.6451 0.85 - Q V 14.767 0,7098 1.06 - 13.950 0.6463 0.86 Q v 14.783 0.7113 1.07 13.967 0.6475 0.86 Q V 14.600 0.7128 1.07 13.983 0.6487 0.86 Q v 14.817 0.7143 1.08 14.000 0.6499 0.86 Q v 14.833 0.7158 1.08 14.011 0.6511 0.86 Q v 14.850 0-7173 1.09 14.033 0.6523 0.87 Q V 14.867 0.7188 1.10 14.050 0.6535 0.87 Q v 14.883 0.7203 1.11 14.067 0.6547 0.87 Q V 14.900 0.7219 1.12 14.083 0.6559 0.87 Q V 14.917 0.7234 1.13 14.100 0.6571 0.87 0 v 14.933 0.7250 1.14 --------------------------------- 3.6 7,2 10.8 14.4 V . v . V . v , V . V V , V . V . V - V . V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V. V V V V V V V V v V V V Irl irl Iry i r" I UA UA r .I r'l x'11 l W171 -------- _______________________________________ TIME(HRS) VOLUME(AF) Q(CFS) 0. 3.6 7.2 10.8 __________________________________________________________ 14.950 0.7266 1.14 Q V 14.967 0.7281 1.15 Q V 14.983 0.7297 1.15 Q V 15.000 0.7313 1.16 Q V 15.017 0.7329 1.17 Q V 15.033 0.7346 1.18 Q V 15.050 0.7362 1.19 Q V 15.067 0.7379 1.21 Q V 15.083 0.7395 1.22 Q V - 15.100 0.7412 1.23 Q V 15.117 0.7429 1.24 Q - •V 15.133 0.7447 1.24 Q •V 15.150 0.7464 1.25 Q -V 15.167 0.7481 1.26 Q -V 15.183 0.7498 1.27 Q •V 15.200 0.7516 1.28 Q •V 15.217 0.7534 1.30 Q -V 15.233 0.7552 1.32 Q •V 15.250 0.7571 1.33 Q •V 15.267 0.7589 1.35 Q •V 15.283 0.7608 1.36 Q •V 15.300 0.7627 1.36 Q •V 15.317 0.7646 1.37 Q •V 15.333 0.7665 1.38 Q -V 15.350 0.7683 1.37 Q .V 15.367 0.7702 1.33 Q •V 15.383 0.7719 1.29 Q •V 15.400 0.7737 1.25 Q •V 15.417 0.7753 1.21 Q - -V 15.433 0.7770 1.20 Q -V 15.450 0.7786 1.21 Q - V 15.467 0.7803 1.22 Q - V 15.483 0.7820 1.23 Q V 15.500 0.7837 1.25 Q V 15.517 0.7855 1.27 Q V 15.533 0.7873 1.30 Q V 15.550 0.7891 1.34 Q V 15.567 0.7910 1.37 Q - V 15.583 0.7930 1.40 Q V - 15.600 0.7949 1.43 Q - V 15.617 0.7969 1.45 Q - V 15.633 0.7990 1.48 Q V 15.650 0.8010 1.50 Q V - 15.667 0.8031 1.52 Q V - 15.683 0.8053 1.56 Q V 15.700 0.8075 1.62 Q V 15.717 0.8098 1.67 Q V 15.733 0.8122 1.73 Q V 15.750 0.8146 1.78 Q V 15.767 0.8172 1.84 Q V ---------------------------------------------------------------------------- 14 4 TIME(HRS) VOLUME(AF)Q(CFS) 0. 3.6 7.2 10.8 14.4_ 15.783 0.8198 1.89 Q - V 15.800 0.8224 1.93 Q V 15.817 0.8252 1.98 Q - V 15.833 0.8280 2.03 Q - V 15.850 0.6309 2.16 Q V 15.867 0.6342 2.37 Q V 15.683 0.8377 2.57 Q V 15.900 0.8416 2.78 QV 15.917 0.8457 2.99 Q - V 15.933 0.8501 3.22 Q V 15.950 0.8549 3.48 Q. - V 15.967 0.8600 3.73 Q V 15.983 0.8655 3.99 .Q - V 16.000 0.8714 4.25 .Q V 16.017 0.8788 5.38 Q - V 16.033 0.8890 7.38 Q V _ 16.050 0.9019 9.38 - VQ 16.067 0.9175 11.38 V •Q 16.083 0.9373 14.38 V Q 16.100 0.9555 13.18 - V Q 16.117 0.9704 10.80 - V Q 16.133 0.9820 8.41 - Q V 16.150 0.9903 6.03 Q V 16.167 0.9953 3.65 Q V - 16.183 0.9986 2.37 Q V - 16.200 1.0016 2.22 Q V 16.217 1.0045 2.06 Q V 16.233 1.0071 1.90 Q - - V 16.250 1.0095 1.75 Q V _ 16.267 1.0117 1.63 Q V _ 16.283 1.0139 1.57 Q V 16.300 1.0160 1.50 Q V 16.317 1.0179 1.43 Q V - 16.333 1.0198 1.36 Q V 16.350 1.0217 1.34 Q V - 16.367 1.0235 1.36 Q - V 16.383 1.0254 1.39 Q V. 16.400 1.0274 1.41 Q V. 16.417 1.0294 1.43 Q V. 16.433 1.0313 1.43 Q - V. 16.450 1.0332 1.40 Q V. 16.467 1.0351 1.37 Q V. 16.483 1.0370 1.34 Q - V. 16.500 1.0388 1.31 Q - V. 16.517 1.0406 1.29 Q V. _ 16.533 1.0423 1.27 Q - V. 16.550 1.0440 1.25 Q V. 16.567 1.0457 1.22 Q V. 16.583 1.0474 1.20 Q V. 16.600 1.0490 1.18 Q V. _______________________________ TIME(HRS) VOLUME(AF) Q(CFS) 0 16.617 1.0506 1.17 16.633 1.0522 1.15 16.650 1.0538 1.13 16.667 1.0553 1.12 16.683 1.0568 1.10 16.700 1.0583 1.09 16.717 1.0598 1.08 16.733 1.0613 1.06 1 16.750 1.0627 1.05 16.767 1.0641 1.04 16.783 1.0655 1.02 16.800 1.0669 1.01 16.817 1.0683 1.00 16.833 1.0697 0.99 { 16.850 1.0710 0.98 1 16.867 1.0724 0.97 16.883 1.0737 0.96 16.900 1.0750 0.95 I 16.917 1.0763 0.94 16.933 1.0776 0.93 16.950 1.0789 0.92 16.967 1.0801 0.92 1 16.983 1.0814 0.91 17.000 1.0826 0.90 17.017 1.0838 0.89 1 17.033 1.0651 0.89 17.050 1.0863 0.89 17,067 1.0875 0.88 I 17.083 1.0887 0.88 1 17.100 1.0899 0.87 17.117 1.0911 0.87 17.133 1.0923 0.86 1 17.150 1.0935 0.85 17.167 1.0946 0.85 17.183 1.0958 0.84 17.200 1.0969 0.83 17.217 1.0981 0.83 17.233 1.0992 0.82 17.250 1.1003 0.82 17.267 1.1014 0.81 17.283 1.1026 0.81 17.300 1.1037 0.80 17.317 1.1048 0.80 17.333 1.1058 0.79 17.350 1.1069 0.79 1 17.367 1.1080 0.78 17.383 1.1091 0.78 17.400 1.1101 0.77 17.417 1.1112 0.77 17.433 1.1123 0.76 ----------------------- 3.6 7.2 10.8 UA Ul UA rl W11 W11 W-1 VII W'l _______________________________ TIME(HRS) VOLUME(AF) Q(CFS) 0 17.450 1.1133 0.76 Q 17.467 1.1143 0.75 Q 17.463 1.1154 0.75 Q 17.500 1.1164 0.75 Q 17.517 1.1174 0.74 Q 17.533 1.1164 0.74 Q 17.550 1.1194 0.73 Q 17.567 1.1205 0.73 Q 17.583 1.1215 0.73 Q 17.600 1.1224 0.72 Q 17.617 1.1234 0.72 Q 17.633 1.1244 0.72 .Q 17.650 1.1254 0.71 .Q 17.667 1.1264 0.71 .Q 17.683 1.1273 0.70 .Q 17.700 1.1283 0.70 .Q 17.717 1.1293 0.70 .Q 17.733 1.1302 0.69 .Q 17.750 1.1312 0.69 .Q 17.767 1.1321 0.69 .Q 17.783 1.1331 0.68 .Q 17.800 1.1340 0.68 .Q 17.817 1.1349 0.68 .Q 17.833 1.1359 0.68 .0 17,850 1.1366 0.67 .Q 17.867 1.1377 0.67 .Q 17.883 1.1386 0.67 .Q 17.900 1.1396 0.66 .Q 17.917 1.1405 0.66 .Q 17.933 1.1414 0.66 .Q 17.950 1.1423 0.66 .Q 17.967 1.1432 0.65 n FS .Q 17 983 18.000 1441 1.1450 0.65 Q .Q 18.017 1.1459 0.65 .Q 18.033 1.1468 0.67 .Q 18.050 1.1477 0.69 .Q 18.067 1.1487 0.71 .Q 18.083 1.1497 0.73 Q 18.100 1.1507 0.73 Q 18.117 1.1517 0.73 Q 18.133 1.1527 0.73 Q 18.150 1.1537 0.73 Q 18.167 1.1547 0.72 Q 18.183 1.1557 0.72 Q 18.200 1.1567 0.72 Q 18.217 1.1577 0.72 .Q 18.233 1.1587 0.72 .Q 18.250 1.1597 0.71 .Q 18.267 1.1607 0.71 .Q 3.6 7.2 10.8 14.4 ------------- ________________________________ TIME(HRS) VOLUME(AF) Q(CFS)_O . 3.6 ------------------------------ _____________ 18.283 1.1617 0.71 .Q 18.300 1.1626 0.71 .Q 16.317 1.1636 0.71 .Q 18.333 1.1646 0.70 .Q 18.350 1.1655 0.70 .Q 18.367 1.1665 0.70 .Q 18.383 1.1675 0.70 .Q 18.400 1.1684 0.70 .Q 18.417 1.1694 0.69 .Q 18.433 1.1703 0.69 .0 18.450 1.1713 0.69 .Q 18.467 1.1722 0.69 .Q 18.483 1.1732 0.69 .Q 18.500 1.1741 0.68 .Q 18.517 1.1751 0.68 .Q 16.533 1.1760 0.68 .Q 18.550 1.1769 0.68 .Q 18.567 1.1779 0.68 .Q 18.583 1.1788 0.68 .Q 18.600 1.1797 0.67 .0 18.617 1.1606 0.67 .Q 18.633 1.1616 0.67 .Q 18.650 1.1825 0.67 .Q 18.667 1.1834 0.67 .0 18.683 1.1843 0.67 .Q 18.700 1.1852 0.66 .Q 18.717 1.1862 0.66 .Q 18.733 1.1871 0.66 .Q 18.750 1.1880 0.66 .Q 18.767 1.1889 0.66 .Q 18.783 1.1898 0.66 .Q 18 800 1.1907 0.65 .Q 18.811 1.1916 0.65 .Q 18.833 1.1925 0.65 .Q 18.850 1.1934 0.65 .Q 18.867 1.1943 0.65 .Q 18.883 1.1952 0.65 .Q 18.900 1.1960 0.65 .Q 18.917 1.1969 0.64 .Q 18.933 1.1978 0.64 .Q 18.950 1.1987 0.64 .Q 18.967 1.1996 0.64 .Q 18.983 1.2005 0.64 .Q 19.000 1.2013 0.64 .Q 19.017 1.2022 0.64 .Q 19.033 1.2031 0.63 .Q 19.050 1.2040 0.63 .Q 19.067 1.2048 0.63 .Q 19.083 1.2057 0.63 .Q 19.100 1.2066 0.63 .Q ------------- 7.2 10.8 14.4 ------------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0 W71 Irl W72 I" --------------------------- 3.6 7.2 10.8 14.4 19.117 1.2074 0.63 .Q - V ' 19.133 1.2083 0.63 .Q V ' 19.150 1.2091 0.62 .Q V ' 19.167 1.2100 0.62 .Q - V ' 19.183 1.2109 0.62 .Q - V 19.200 1.2117 0.62 .Q V ' 19.217 1.2126 0.62 .Q - V ' 19.233 1.2134 0.62 .Q V 19.250 1.2143 0.62 .Q V ' 19.267 1.2151 0.62 .Q V - 19.283 1.2160 0.61 .Q - V ' 19.300 1.2168 0.61 .Q - - V 19.317 1.2176 0.61 .Q - - V ' 19.333 1.2185 0.61 .Q - V 19.350 1.2193 0.61 .Q - v ' 19.367 1.2202 0.61 .Q - V 19.383 1.2210 0.61 .Q V 19.400 1.2218 0.61 .Q V 19.417 1.2227 0.60 .Q V - 19.433 1.2235 0.60 .Q - V 19.450 1.2243 0.60 .Q V 19.467 1.2252 0.60 .Q V 19.483 1.2260 0.60 .0 V 19.500 1.2268 0.60 .Q V 19.517 1.2276 0.60 .Q - V 19.533 1.2284 0.60 .Q V 19.550 1.2293 0.60 .Q V 19.567 1.2301 0.59 '.Q V 19.583 1.2309 0.59 .Q V - 19.600 1.2317 0.59 .Q V 19.617 1.2325 0.59 .Q - V 19.633 1.2333 0.59 .Q V V . ,9.65-0 1967 1.2342 1.2350 X59 0.59 .Q .Q V 19.683 1.2358 0.59 .Q V 19.700 1.2366 0.59 .Q V 19.717 1.2374 0.58 .Q V 19.733 1.2382 0.58 .Q - V 19.750 1.2390 0.58 .Q V 19.767 1.2398 0.58 .Q V 19.783 1.2406 0.58 .Q V 19.800 1.2414 0.58 .Q V - 19.817 1.2422 0.58 .Q V 19.833 1.2430 0.58 .0 V 19.850 1.2436 0.58 .Q - - V 19.867 1.2446 0.58 .Q V 19.883 1.2454 0.57 .Q - V - 19.900 1.2462 0.57 .Q - V - 19.917 1.2469 0.57 .Q - V - 19.933 1.2477 0.57 .Q V - F- I I �°"� WIS wl ul r I W-1 W w: VIM ------------ ____________________ TIME(HRS) VOLUME(AF) Q(CFS) 0. 19.950 1.2485 0.57 .0 19.967 1.2493 0.57 .Q 19.983 1.2501 0.57 .Q 20.000 1.2509 0.57 .0 20.017 1.2516 0.57 .0 20.033 1.2524 0.57 .0 20.050 1.2532 0.57 .Q 20.067 1.2540 0.56 .Q 20.083 1.2548 0.56 .0 20.100 1.2555 0.56 .0 20.117 1.2563 0.56 .Q 20.133 1.2571 0.56 .Q 20.150 1.2578 0.56 .Q 20.167 1.2586 0.56 .Q 20.183 1.2594 0.56 .Q 20.200 1.2602 0.56 .Q 20.217 1.2609 0.56 .Q 20.233 1.2617 0.56 .Q 20.250 1.2625 0.55 .Q 20.267 1.2632 0.55 .Q 20.283 1.2640 0.55 .Q 20.300 1.2647 0.55 .Q 20.317 1.2655 0.55 .Q 20.333 1.2663 0.55 .Q 20.350 1.2670 0.55 .Q 20.367 1.2678 0.55 .Q 20.383 1.2685 0.55 .Q 20.400 1.2693 0.55 .Q 20.417 1.2700 0.55 .Q 20.433 1.2708 0.55 .Q 20.450 1.2715 0.54 0.54 .Q 20 461 20.463 ],2721 1.2730 0.54 .0 .Q 20.500 1.2736 0.54 .Q 20.517 1.2745 0.54 .Q 20.533 1.2753 0.54 .Q 20.550 1.2760 0.54 .Q 20.567 1.2767 0.54 .Q 20.583 1.2775 0.54 .Q 20.600 1.2782 0.54 .Q 20.617 1.2790 0.54 .Q 20.633 1.2797 0.54 .Q 20.650 1.2604 0.54 .0 20.667 1.2812 0.53 .Q 20.683 1.2819 0.53 .0 20.700 1.2826 0.53 .Q 20.717 1.2834 0.53 .Q 20.733 1.2841 0.53 .Q 20.750 1.2848 0.53 .0 20.767 1.2856 0.53 .Q -------------------------------- 3.6 1.2 10.8 14.4 TIME(HRS) VOLUME(AF) Q(CFS) 0 20.783 1.3098 1.2663 0.53 20.800 21.350 1.2870 0.53 20.817 - V ' 1.2878 0.53 20.833 .Q - 1.2885 0.53 20.850 0.51 1.2892 0.53 20.867 1.3126 1.2899 0.53 20.883 21.417 1.2907 0.52 20.900 V ' 1.2914 0.52 20.917 .Q - 1.2921 0.52 20.933 0.50 1.2928 0.52 20.950 1.3154 1.2935 0.52 20.967 21.483 1.2943 0.52 20.983 - V ' 1.2950 0.52 21.000 .Q - 1.2957 0.52 21.017 0.50 1.2964 0.52 21.033 1.3181 1.2971 0.52 21.050 21.550 1.2978 0.52 21.067 - V ' 1.2985 0.52 21.083 .Q - 1.2993 0.52 21.100 0.50 1'.3000 0.52 21.117 1.3209 1.3007 0.52 21.133 1.3014 0.51 21.150 1.3021 0.51 21.167 1.3028 0.51 21.183 1.3035 0.51 21.200 1.3042 0.51 21.217 1.3049 0.51 21.233 1.3056 0.51 21.250 1.3063 0.51 21.267 1.3070 0.51 21.283 1.3077 0.51 21.300 21 317 1.3084 1 3091 0.51 0.51 3 6 - 7 ----- 2 10.8 19.4 21.333 1.3098 0.51 .Q - V ' 21.350 1.3105 0.51 .0 - V ' 21.367 1.3112 0.51 .Q - V ' 21.383 1.3119 0.51 .Q - - V ' 21.400 1.3126 0.50 .Q - V ' 21.417 1.3133 0.50 .Q V ' 21.433 1.3140 0.50 .Q - - V ' 21.450 1.3147 0.50 .Q - V ' 21.467 1.3154 0.50 .Q - V ' 21.483 1.3161 0.50 .Q - - V ' 21.500 1.3168 0.50 .Q - V ' 21.517 1.3175 0.50 .Q - V ' 21.533 1.3181 0.50 .Q V ' 21.550 1.3186 0.50 .Q - - V ' 21.567 1.3195 0.50 .Q - - V 21.583 1.3202 0.50 .Q V 21.600 1.3209 0.50 .Q V TIME(HRS) VOLUME(AF) Q(CFS) 0. 21.617 1.3216 0.50 .Q 21.633 1.3223 0.50 .Q 21.650 1.3229 0.50 .Q 21.667 1.3236 0.50 .0 21.683 1.3243 0.49 .Q 21.700 1.3250 0.49 .0 21.717 1.3257 0.49 .Q 21.733 1.3263 0.49 .Q 21.750 1.3270 0.4 9 .Q 21.767 1.3277 0.49 .Q 21.783 1.3284 0.49 .Q 21.800 1.3290 0.49 .Q 21.817 1.3297 0.49 .Q 21.833 1.3304 0.49 .Q 21.850 1.3311 0.49 .Q 21.867 1.3317 0.49 .0 21.883 1.3324 0.49 .Q 21.900 1.3331 0.49 .Q 21.917 1.3338 0.49 .Q 21.933 1.3344 0.49 .Q 21.950 1.3351 0.49 .Q 21.967 1.3358 0.49 .Q 21.983 1.3364 0.48 .Q 22.000 1.3371 0.48 .Q 22.017 1.3378 0.48 .Q 22.033 1.3384 0.48 .Q 22.050 1.3391 0.48 .Q 22.067 1.3398 0.48 .Q 22.083 1.3404 0.48 .Q 22.100 1.3411 0.48 .0 22.117 1.3417 0.48 .Q 22.133 1.3424 0.48 .Q 22.150 1.3431 0.48 .Q 22.167 1.3437 0.48 .Q 22.183 1.3444 0.48 .Q 22.200 1.3450 0.48 .Q 22.217 1.3457 0.48 .0 22.233 1.3464 0.48 .0 22.250 1.3470 0.48 .0 22.267 1.3477 0.48 .Q 22.263 1.3483 0.48 .Q 22.300 1.3490 0.47 .Q 22.317 1.3496 0.47 .Q 22.333 1.3503 0.47 .Q 22.350 1.3509 0.47 .Q 22.367 1.3516 0.47 .Q 22.383 1.3522 0.47 ,Q 22.400 1.3529 0.47 .Q 22.417 1.3535 0.47 .Q 22.433 1.3542 0.47 ,Q --------------------------------- 3.6 7.2 10.8 14.4 ----------------------- TIME(HRS) VOLUME(AF) Q(CFS) 0 22.450 1.3548 0.47 .Q 22.467 1.3555 0.47 .Q 22.483 1.3561 0.47 .Q 22.500 1.3568 0.47 .Q 22.517 1.3574 0.47 .Q 22.533 1.3581 0.47 .Q 22.550 1.3587 0.47 .Q 22.567 1.3594 0.47 .Q 22.583 1.3600 0.47 .Q 22.600 1.3606 0.47 .Q 22.617 1.3613 0.47 .Q 22.633 1.3619 0.47 .Q 22.650 1.3626 0.46 .Q 22.667 1.3632 0.46 .Q 22.683 1.3638 0.46 .0 22.700 1.3645 0.46 .Q 22.717 1.3651 0.46 .Q 22.733 1.3658 0.46 .Q 22.750 1.3664 0.46 .0 22.767 1.3670 0.46 .Q 22.783 1.3677 0.46 .Q 22.800 1.3683 0.46 .Q 22.817 1.3689 0.46 .Q 22.833 1.3696 0.46 .Q 22.850 1.3702 0.46 .Q 22.867 1.3708 0.46 .Q 22.883 1.3715 0.46 .Q 22.900 1.3721 0.46 .Q 22.917 1.3727 0.46 .Q 22.933 1.3734 0.46 .Q 22.950 1.3740 0.46 .Q 22.967 1.3746 0.46 0-46n .Q 22.98-3 23.000 1=37-52 1.3759 0.46 .0 23.017 1.3765 0.46 .Q 23.033 1.3771 0.45 .Q 23.050 1.3778 0.45 .Q 23.067 1.3784 0.45 .Q 23.083 1.3790 0.45 .Q 23.100 1.3796 0.45 .Q 23.117 1.3803 0.45 .Q 23.133 1.3809 0.45 .Q 23.150 1.3815 0.45 .Q 23.167 1.3821 0.45 .Q 23.183 1.3827 0.45 .Q 23.200 1.3834 0.45 .Q 23.217 1.3840 0.45 .Q 23.233 1.3846 0.45 .Q 23.250 1.3852 0.45 .Q 23.267 1.3858 0.45 .Q --------------------------------- 3.6 7.2 10.6 14.4 ------- ------------------------ TIME(HRS) VOLUME W) Q(CFS) 0. 23.283 1.3665 0.45 .Q 23.300 1.3871 0.45 .Q 23.317 1.3877 0.45 .0 23.333 1.3883 0.45 .Q 23.350 1.3869 0.45 .Q 23.367 1.3895 0.45 .0 23.383 1.3902 0.45 .Q 23.400 1.3908 0.45 .Q 23.417 1.3914 0.45 .Q 23.433 1.3920 0.45 .Q 23.450 1.3926 0.44 .Q 23.467 1.3932 0.44 .Q 23.483 1.3938 0.44 .Q 23.500 1.3944 0.44 .Q 23.517 1.3951 0.44 .Q 23.533 1.3957 0.44 .Q 23.550 1.3963 0.44 .0 23.567 1.3969 0.44 .Q 23.563 1.3975 0.44 .0 23.600 1.3981 0.44 .0 23.617 1.3987 0.44 .Q 23.633 1.3993 0.44 .Q 23.650 1.3999 0.44 .0 23.667 1.4005 0.44 .Q 23.683 1.4011 0.44 .Q 23.700 1.4017 0.44 .Q 23.717 1.4023 0.44 .Q 23.733 1.4029 0.44 .Q 23.750 1.4035 0.44 .Q 23.767 1.4041 0.44 .0 23.783 1.4047 0.44 .0 23.800 1.4053 0.44 .0 23.817 1.4060 0.44 .Q 23.833 1.4066 0.44 .Q 23.850 1.4072 0.44 .11 23.867 1.4078 0.44 .Q 23.883 1.4084 0.43 .Q 23.900 1.4089 0.43 .Q 23.917 1.4095 0.43 .Q 23.933 1.4101 0.43 .Q 23.950 1.4107 0.43 .Q 23.967 1.4113 0.43 .Q 23.983 1.4119 0.43 .Q 24.000 1.4125 0.43 .0 24.016 1.4130 0.39 .Q 24.033 1.4134 0.30 Q 24.050 1.4137 0.22 Q 24.066 1.4139 0.13 0 24.083 1.4139 0.04 Q ------------- 3.6 7.2 10.8 14.4 ____________________________________ ****************************************i FLOW PROCESS FROM NODE 21.00 TO NC ---------------------------------------- »»>STREAM NUMBER 1 ADDED TO STREAM H 4 IDE 21.00 IS CODE = 7 2<<<<< r *************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 21.00 IS CODE = 3.2 --------------------------------------- ------------------------------- »» >FLOW-THROUGH DETENTION BASIN ROUTING MODEL APPLIED TO STREAM #2««< INFLOW (STREAM 2) I I V effective depth ----------- I (and volume) I I i V........ detention I< -->I outflow basin I I... ----- ----------- II \ Iead I basin outlet V I s orage I OUTFLOW -- ------ (STREAM 2) ROUTE RUNOFF HYDROGRAPH FROM STREAM NUMBER 2 THROUGH A FLOW-THROUGH DETENTION BASIN SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: DEAD STORAGE(AF) = 0.000 SPECIFIED DEAD STORAGE(AF) FILLED = 0.000 SPECIFIED EFFECTIVE VOLUME(F) FILLED ABOVE OUTLET = DETENTION BASIN CONSTANT LO S RATE(CFS) = 1.88 BASIN DEPTH VERSUS OUTFLOW AND STORAGE INFORMATION: INTERVAL DEPTH OUTFLOW STORAGE NUMBER (FT) (CFS) (AF) 1 0.00 0.00 0.000 2 0.17 0.01 0.022 3 0.33 0.02 0.044 4 0.50 0.03 0.066 5 0.67 0.04 0.088 6 0.83 0.05 0.110 7 1.00 0.07 0.132 8 1.17 0.08 0.154 9 1.33 0. 9 0.175 10 1.50 0. 0 0.197 ----- _a_____a___=-___s-_____--__a________________z-___a_____m=n__-__-___---- MODIFIED -PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) ---------------------------------------- 0.850 CLOCK 0.44 0.867 0.000 0.44 MEAN 0.000 TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) __ (CFS) ________ (A VOLUME MF) ________ __________________________________________________________ 0.017 0,000 0.04 0.04 0.00 0.0 0.000 0.033 0.000 0.13 0.13 0.00 0.0 0.000 0.050 0.000 0.22 0.22 0.00 0.0 0.000 0.067 0.000 0.30 0.30 0.00 0.0 0.000 0.083 0.000 0.39 0.39 0.00 0.0 0.000 0.100 0.000 0.43 0.43 0.00 0.0 0.000 0.117 0.000 0.43 0.43 0.00 0.0 0.000 0.133 0.000 0.43 0,43 0.00 0.0 0.000 0.150 0.000 0.43 0.43 0.00 0.0 0.000 0,167 0.000 0.43 0.43 0.00 0.0 0.000 0.183 0.000 0.43 0.43 0.00 0.0 0.000 0.200 0.000 0.43 0.43 0.00 0.0 0.000 0.217 0.000 0.43 0.43 0.00 0.0 0.000 0.233 0.000 0.43 0.43 0.00 0.0 0.000 0.250 0.000 0.43 0.43 0.00 0.0 0.000 0.267 0.000 0.43 0.43 0.00 0.0 0.000 0.283 0.000 0.43 0.43 0.00 0.0 0.000 0.300 0.000 0.43 0.43 0.00 0.0 0.000 0.317 0.000 0.43 0.43 0.00 0.0 0.000 0.333 0.000 0.43 0.43 0.00 0.0 0.000 0.350 0.000 0.43 0.43 0.00 0.0 0.000 0.367 0.000 0.43 0.43 0,00 0.0 0.000 0,383 0.000 0.43 0.43 0.00 0.0 0.000 0.400 0.000 0.43 0.43 0.00 0.0 0.000 0.417 0.000 0.43 0.43 0.00 0.0 0.000 0.433 0.000 0.43 0.43 0.00 0.0 0.000 0.450 0.000 0.43 0.43 0.00 0.0 0.467 0.000 0.44 0.44 0.00 0.0 0.000 0.483 0.000 0.44 0.44 0.00 0.0 0.000 0.500 0.000 0.44 0.44 0.00 0.0 0.000 0.517 0.000 0.44 0.44 0.00 0.0 0.000 0.533 0.000 0.44 0.44 0.00 0.0 0.000 0.550 0.000 0.44 0.44 0.00 0.0 0.000 0.567 0.000 0.44 0.44 0.00 0.0 0.000 0.583 0.000 0.44 0,44 0.00 0.0 0.000 0.600 0.000 0.44 0.44 0.00 0.0 0.000 0.617 0.000 0.44 0.44 0.00 0.0 0.000 0.633 0.000 0.44 0.44 0.00 0.0 0.000 0.650 0.000 0.44 0.44 0.00 0.0 0.000 0.667 0.000 0.44 0.44 0.00 0.0 0.000 0.683 0.000 0.44 0.44 0.00 0.0 0.000 0.700 0.000 0.44 0.44 0.00 0.0 0.000 0.717 0.000 0.44 0.44 0.00 0.0 0.000 0.733 0.000 0.44 0.44 0.00 0.0 0.000 0.750 0.000 0.44 0.44 0.00 0.0 0.000 0.767 0.000 0.44 0.44 0.00 0.0 0.000 0.783 0.000 0.44 0.44 0.00 0.0 0.000 0.800 0.000 0.44 0.44 0.00 0.0 0.000 0,817 0.000 0.44 0.44 0.00 0.0 0.000 0.833 0.000 0.44 0.44 0.00 0.0 0.000 __-----ss________as=a_=_=_=®_an__aa__s__amen_m__6___-_____za__.___=a___a--- MODIFIED-PULS BASIN ROUTING MODEL RESULTS() -MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD -STORAGE INFLOW (HRS) FILLED(AF) (CFS) ---------------------------------------- 0.850 0.000 0.44 0.867 0.000 0.44 0.883 0.000 0.44 0.900 0.000 0.44 0.917 0.000 0.44 0.933 0.000 0.44 0.950 0.000 0.44 0.967 0.000 0.44 0.983 0.000 0.44 1.000 0.000 0.44 1.017 0.000 0.44 1.033 0.000 0.44 1.050 0.000 0.44 1.067 0.000 0.44 1.083 0.000 0.44 1.100 0.000 0.44 1.117 0.000 0.44 1.133 0.000 0.44 1.150 0.000 0.44 1.167 0.000 0.44 1.183 0.000 0.44 1.200 0.000 0.44 1.217 0.000 0.44 1.233 0.000 0.44 1.250 0.000 0.44 1.267 0.000 0.0000.4-4 0.44 .z8-3 1.300 0.000 0.44 1.317 0.000 0.44 1.333 0.000 0.44 1.350 0.000 0.44 1.367 0.000 0.45 1.383 0.000 0.45 1.400 0.000 0.45 1.417 0.000 0.45 1.433 0.000 0.45 1.450 0.000 0.45 1.467 0.000 0.45 1.483 0.000 0.45 1.500 0.000 0.45 1.517 0.000 0.45 1.533 0.000 0.45 1.550 0.000 0.45 1.567 0.000 0.45 1.583 0,000 0.45 1.600 0.000 0.45 1.617 0.000 0.45 1.633 0.000 0.45 1.650 0.000 0.45 1.667 0.000 0.45 MEAN LOSS EFFECTIVE OUTFLOW EFFECTIVE (CFS) DEPTH(FT) (CFS) VOLUME(AF) ---------------------------------- 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0,44 0.00 0.0 0.000 0.440.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0,44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0,0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0,44 0.00 0.0 0.000 I AA nn 0 0 0.000 0.44 �O 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.44 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 0.45 0.00 0.0 0.000 ---- _------------------- __z_____________________________a------------ _______ MODIFIED -PULS BASIN ROUTING MODEL RESULT., 7MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ---------- __________________________________________________________________ 1.683 0.000 0.45 0.45 0.00 0.0 0.000 1.700 0.000 0.45 0.45 0.00 0.0 0.000 1.717 0.000 0.45 0.45 0.00 0.0 0.000 1.733 0.000 0.45 0.45 0.00 0.0 0.000 1.750 0.000 0.45 0.45 0.00 0.0 0.000 1.767 0.000 0.45 0.45 0.00 0.0 0.000 1.783 0.000 0.45 0.450.00 0.0 0.000 1.800 0.000 0.45 0.45 0.00 0.0 0.000 1.817 0.000 0.45 0.45 0.00 0.0 0.000 1.833 0.000 0.45 0.45 0.00 0.0 0.000 1.850 0.000 0.45 0.45 0.00 0.0 0.000 1.867 0.000 0.45 0.45 0.00 0.0 0.000 1.883 0.000 0.45 0.45 0.00 0.0 0.000 1.900 0.000 0.45 0.45 0.00 0.0 0.000 1.917 0.000 0.45 0.45 0.00 0.0 0.000 1.933 0.000 0.45 0.45 0.00 0.0 0.000 1.950 0.000 0.45 0.45 0.00 0.0 0.000 1.967 0.000 0.45 0.45 0.00 0.0 0.000 1.983 0.000 0.45 0.45 0.00 0.0 0.000 2.000 0.000 0.45 0.45 0.00 0.0 0.000 2.017 0.000 0.45 0.45 0.00 0.0 0.000 2.033 0.000 0.45 0.45 0.00 0.0 0.000 2.050 0.000 0.45 0.45 0.00 0.0 0.000 2.067 0.000 0.45 0.45 0.00 0.0 0.000 2.083 0.000 0.45 0.45 0.00 0.0 0.000 2 100 0.000 0.45 0.45 0.00 0.0 0.000 2.117 0.000 0.45 0.4 5U MEAN OUTFLOW is the average value during 2.133 0.000 0.45 0.45 0.00 0.0 0.000 2.150 0.000 0.45 0.45 0.00 0.0 0.000 2.167 0.000 0.45 0.45 0.00 0.0 0.000 2.183 0.000 0.45 0.45 0.00 0.0 0.000 2.200 0.000 0.46 0.46 0.00 0.0 0.000 2.217 0.000 0.46 0.46 0.00 0.0 0.000 2.233 0.000 0.46 0.46 0.00 0.0 0.000 2.250 0.000 0.46 0.46 0.00 0.0 0.000 2.267 0.000 0.46 0.46 0.00 0.0 0.000 2.283 0.000 0.46 0.46 0.00 0.0 0.000 2.300 0.000 0.46 0.46 0.00 0.0 0.000 2.317 0.000 0.46 0.46 0.00 0.0 0.000 2.333 0.000 0.46 0.46 0.00 0.0 0.000 2.350 0.000 0.46 0.46 0.00 0.0 0.000 2.367 0.000 0.46 0.46 0.00 0.0 0.000 2.383 0.000 0.46 0.46 0.00 0.0 0.000 2.400 0.000 0.46 0.46 0.00 0.0 0.000 2.417 0.000 0.46 0.46 0.00 0.0 0.000 2.433 0.000 0.46 0.46 0.00 0.0 0.000 2.450 0.000 0.46 0.46 0.00 0.0 0.000 2.467 0.000 0.46 0.46 0.00 0.0 0.000 2.463 0.000 0.46 0.46 0.00 0.0 0.000 2.500 0.000 0.46 0.46 0.00 0.0 0.000 __--------------------------------------------------------- _______________ MODIFIED -PULS BASIN ROUTING MODEL RESULTS() -MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ____________________________________________________________________________ 2.517 0.000 0.46 0.46 0.00 0.0 0.000 2.533 0.000 0.46 0.46 0.00 0.0 0.000 2.550 0.000 0.46 0.46 0.00 0.0 0.000 2.567 0.000 0.46 0.46 0.00 0.0 0.000 2.583 0.000 0.46 0.46 0.00 0.0 0.000 2.600 0.000 0.46 0.46 0.00 0.0 0.000 2.617 0.000 0.46 0.46 0.00 0.0 0.000 2.633 0.000 0.46 0.46 0.00 0.0 0.000 2.650 0.000 0.46 0.46 0.00 0.0 0.000 2.667 0.000 0.46 0.46 0.00 0.0 0.000 2.683 0.000 0.46 0.46 0.00 0.0 0.000 2.700 0.000 0.46 0.46 0.00 0.0 0.000 2.717 0.000 0.46 0.46 0.00 0.0 0.000 2.733 0.000 0.46 0.46 0.00 0.0 0.000 2.750 0.000 0.46 0.46 0.00 0.0 0.000 2.767 0.000 0.46 0.46 0.00 0.0 0.000 2.783 0.000 0.46 0.46 0.00 0.0 0.000 2.800 0.000 0.46 0.46 0.00 0.0 0.000 2.817 0.000 0.46 0.46 0.00 0.0 0.000 2.833 0.000 0.46 0.46 0.00 0.0 0.000 2.850 0.000 0.46 0.46 0.00 0.0 0.000 2.867 0.000 0.46 0.46 0.00 0.0 0.000 2.883 0.000 0.46 0.46 0.00 0.0 0.000 2.900 0.000 0.46 0.46 0.00 0.0 0.000 2.917 0.000 0.46 0.46 0.00 0.0 0.000 2.933 0.000 0.47 0.47 0.00 0.0 0.000 2-x950 0,000 0.47 0.47 0.00 0.0 0.000 2.967 0.000 0.47 0.47 0.00 0.0 0.000 2.983 0.000 0.47 0.47 0.00 0.0 0.000 3.000 0.000 0.47 0.47 0.00 0.0 0.000 3.017 0.000 0.47 0.47 0.00 0.0 0.000 3.033 0.000 0.47 0.47 0.00 0.0 0.000 3.050 0.000 0.47 0.47 0.00 0.0 0.000 3.067 0.000 0.47 0.47 0.00 0.0 0.000 3.083 0.000 0.47 0.47 0.00 0.0 0.000 3.100 0.000 0.47 0.47 0.00 0.0 0.000 3.117 0.000 0.47 0.47 0.00 0.0 0.000 3.133 0.000 0.47 0.47 0.00 0.0 0.000 3.150 0.000 0.47 0.47 0.00 0.0 0.000 3.167 0.000 0.47 0.47 0.00 0.0 0.000 3.183 0.000 0.47 0.47 0.00 0.0 0.000 3.200 0.000 0.47 0.47 0.00 0.0 0.000 3.217 0.000 0.47 0.47 0.00 0.0 0.000 3.233 0.000 0.47 0.47 0.00 0.0 0.000 3.250 0.000 0.47 0.47 0.00 0.0 0.000 3.267 0.000 0.47 0.47 0.00 0.0 0.000 3.283 0.000 0.47 0.47 0.00 0.0 0.000 3.300 0.000 0.47 0.47 0.00 0.0 0.000 3.317 0.000 0.47 0.47 0.00 0.0 0.000 3.333 0.000 0.47 0.47 0.00 0.0 0.000 s MODIFIED-PULS BASIN-ROUTING-MODEL------TS(1'MINUTEECOMPUTATION INTERVALS)' MODIFIED-PULS BASIN6ROUTING`MODEL3RESULTS(1-MINUTE COMPUTATION INTERVALS)` (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME W) (HRS) FILLED(AF) (CFS) (CFS) DEPTH (FT) (CFS) VOLUME(AF) -__---__---IHRS) ____________________________________________________________ __________________________ _________________________________ __ _____ 0.000 0.98 0.48 0.00 0.0 0.00 3.350 0.000 0.47 0.47 0.00 0.0 0.000 4.183 4.200 0.000 0.48 0.48 0.00 0.0 0.000 3.367 0.000 0.47 0.47 0.00 0.0 0.000 4.217 0.000 0.48 0.48 0.00 0.0 0.000 3.383 0.000 0.47 0.47 0.00 0.0 0.000 4.233 0.000 0.48 0.48 0.00 0.0 0.000 3.400 0.000 0.47 0.47 0.00 0.0 0.000 4.250 0.000 0.48 0.48 0.00 0.0 0.000 3.417 0.000 0.47 0.47 0.00 0.0 0.000 4.267 0.000 0.48 0.48 0.00 0.0 0.000 3.433 0.000 0.47 0.47 0.00 0.0 0.000 4.283 0.000 0.49 0.49 0.00 0.0 0.000 3.450 0.000 0.47 0.47 0.00 0.0 0.000 4.300 0.000 0.49 0.49 0.00 0.0 0.000 3.467 0.000 0.47 0.47 0.00 0.0 0.000 4.317 0.000 0.49 0.49 0.00 0.0 0.000 3.483 0.000 0.47 0.47 0.00 0.0 0.000 4.333 0.000 0.49 0.49 0.00 0.0 0.000 3.500 0.000 0.47 0.47 0.00 0.0 0.000 4.350 0.000 0.49 0.49 0.00 0.0 0.000 3.517 0.000 0.97 0.47 0.00 0.0 0.000 4.367 0.000 0.49 0.49 0.00 0.0 0.000 3.533 0.000 0.47 0.47 0.00 0.0 0.000 4.383 0.000 0.49 0.49 0.00 0.0 0.000 3.550 0.000 0.47 0.47 0.00 0.0 0.000 4.400 0.000 0.49 0.49 0.00 0.0 0.000 3.567 0.000 0.47 0.47 0.00 0.0 0.000 4.417 0.000 0.49 0.49 0.00 0.0 0.000 3.503 0.000 0.47 0.47 0.00 0.0 0.000 4.433 0.000 0.49 0.49 0.00 0.0 0.000 3.600 0.000 0.47 0.47 0.00 0.0 0.000 4.450 0.000 0.49 0.49 0.00 0.0 0.000 3.617 0.000 0.47 0.47 0.00 0.0 0.000 4.467 0.000 0.49 0.49 0.00 0.0 0.000 3.633 0.000 0.47 0.47 0.00 0.0 0.000 4.483 0.000 0.9 0.49 0.00 0.0 0.000 3.650 0.000 0.48 0.48 0.00 0.0 0.000 0.000 0.949 0.49 0.00 0.0 0.000 3.667 0.000 0.48 0.48 0.00 0.0 0.000 9.500 0.000 0.49 0.49 0.00 0.0 0.000 3.683 0.000 0.48 0.48 0.00 0.0 0.000 4.517 4.533 0.000 0.49 0.49 0.00 0.0 0.000 3.700 0.000 0.48 0.48 0.00 0.0 0.000 4.550 0.000 0.49 0.49 0.00 0.0 0.000 3.717 0.000 0.48 0.48 0.00 0.0 0.000 4.567 0.000 0.49 0.49 0.00 0.0 0.000 3.733 0.000 0.48 0.48 0.00 0.0 0.000 4.583 0.000 0.49 0.49 0.00 0.0 0.000 3.750 0.000 0.48 0.48 0.00 0.0 0.000 4.600 0.000 0.49 0.49 0.00 0.0 0.000 3.767 0.000 0.48 0.48 0.00 0.0 0.000 4.617 0.000 0.49 0.49 0.00 0.0 0.000 3.783 0.000 0.48 0.48 0.00 0.0 0.000 4.633 0.000 0. 49 0.49 0.00 0.0 0.000 3.800 0.000 0.48 0.46 0.00 0.0 0.000 4.650 0.000 0.49 0.49 0.00 0.0 0.000 3.817 0.000 0.48 0.46 0.00 0.0 0.000 4.667 0.000 0.49 0.49 0.00 0.0 0.000 3.833 0.000 0.48 0.48 0.00 0.0 0.000 4.683 0.000 0.49 0.49 0.00 0.0 0.000 3.850 0.000 0.48 0.48 0.00 0.0 0.000 0.000 0.49 0.49 0.00 0.0 0.000 3.667 0.000 0.48 0.48 0.00 0.0 0.000 4.700 0.000 0.49 0.49 0.00 0.0 0.000 3.883 0.000 0.48 0.48 0.00 0.0 0.000 4.717 0.000 0.49 0.49 0.00 0.0 0.000 3.900 0.000 0.98 0.98 0.00 0.0 0.000 4.733 4.750 0.000 0.49 0.49 0.00 0.0 0.000 3.917 0.000 0.48 0.48 0.00 0.0 0.000 4.767 0.000 0.49 0.49 0.00 0.0 0.000 3.933 0.000 0.48 0.48 0.00 0.0 0.000 4.783 0.000 0.49 0.49 0.00 0.0 0.000 3.950 0.000 0.98 0.90 0.00 0.0 0.000 4.800 0.000 0.49 0.49 0.00 0.0 0.000 3.967 0.000 0.48 0.48 0.00 0,0 0.000 4.817 0.000 0.49 0.49 0.00 0.0 0.000 3.983 0.000 0.46 0.48 0.00 0.0 0.000 4.833 0.000 0.49 0.49 0.00 0.0 0.000 4.000 0.000 0.48 0.98 0.00 0.0 0.000 4.850 0.000 0.49 0.99 0.00 0.0 0.000 4.017 0.000 0.48 0.48 0.00 0.0 0.000 4.867 0.000 0.49 0.49 0.00 0.0 0.000 4.033 0.000 0.48 0.48 0.00 0.0 0.000 4.883 0.000 0.49 0.49 0.00 0.0 0.000 4.050 0.000 0.98 0.40 0.00 0.0 0.000 4.900 0.000 0.50 0.50 0.00 0.0 0.000 4.067 0.000 0.48 0.48 0.00 0.0 0.000 4.917 0.000 0.50 0.50 0.00 0.0 0.000 4.083 0.000 0.48 0.48 0.00 0.0 0.000 4.933 0.000 0.50 0.50 0.00 0.0 0.000 4.100 0.000 0.48 0.48 0.00 0.0 0.000 4.950 0.000 0.50 0.50 0.00 0.0 0.000 4.117 0.000 0.48 0.48 0.00 0.0 0.000 4.967 0.000 0.50 0.50 0.00 0.0 0.000 4.133 0.000 0.48 0.48 0.00 0.0 0.000 4.983 0.000 0.50 0.50 0.00 0.0 0.000 4.150 0,000 0.48 0.48 0.00 0.0 0.000 0.000 0.50 0.50 0.00 0.0 0.000 4.167 0.000 0.48 0.48 0.00 0.0 0.000 5.000 6iMODI FIED-PULS'BASINiROUTING iMODEL 'AESULTS (1vMINUTE COMPUTATION SINTERVALS)v MODIFIED-PULS ROUTING'MODELyRESULTS(1-MINUTE'COMPUTATIONg INTERVALS) (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value M during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW MEAN EFFECTIVE TIME DEAD-SFILLEDTORAGE DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) --_-___-_-_(HRS) _________________ ___________________________________________ _______________________________________________________ _____________________ 0.000 0.51 0.51 0.00 0.0 0.0 00 5.017 0.000 0.50 0.50 0.00 0.0 0.000 5.850 5.867 0.000 0.51 0. 51 0.00 0.0 0.000 5.033 0.000 0,50 0.50 0.00 0.0 0.000 5.883 0.000 0.51 0.51 0.00 0.0 0.000 5.050 0.000 0.50 0.50 0.00 0.0 0.000 5.900 0.000 0.51 0.51 0.00 0.0 0.000 5.067 0.000 0.50 0.50 0.00 0.0 0.000 5.917 0.000 0.51 0.51 0.00 0.0 0.000 5.083 0.000 0.50 0.50 0.00 0.0 0.000 5.933 0.000 0.51 0.51 0.00 0.0 0.000 5.100 0.000 0.50 0.50 0.00 0.0 0.000 5.950 0.000 0.51 0.51 0.00 0.0 0.000 5.117 0.000 0.50 0.50 0.00 0.0 0.000 5.967 0.000 0.51 0.51 0.00 0.0 0.000 5.133 0.000 0.50 0.50 0.00 0.0 0.000 5.983 0.000 0.51 0.51 0.00 0.0 0.000 5.150 0.000 0.50 0.50 0.00 0.0 0.000 6.000 0.000 0.52 0.52 0.00 0.0 0.000 5.167 0.000 0.50 0.50 0.00 0.0 0.000 6.017 0.000 0.52 0.52 0.00 0.0 0.000 5.183 0.000 0.50 0.50 0.00 0.0 0.000 6.033 0.000 0.52 0.52 0.00 0,0 0.000 5.200 0.000 0.50 0.50 0.00 0.0 0.000 6.050 0.000 0.52 0.52 0.00 0.0 0.000 5.217 0.000 0.50 0.50 0.00 0.0 0.000 6.067 0.000 0.52 0.52 0.00 0.0 0.000 5.233 0.000 0.50 0.50 0.00 0.0 0.000 6.083 0.000 0.52 0.52 0.00 0.0 0.000 5.250 0.000 0.50 0.50 0.00 0.0 0.000 6.100 0.000 0.52 0.52 0.00 0.0 0.000 5.267 0.000 0.50 0.50 0.00 0.0 0.000 6.117 0.000 0.52 0.52 0.00 0.0 0.000 5.283 0.000 0.50 0.50 0.00 0.0 0.000 6.133 0.000 0.52 0.52 0.00 0.0 0.000 5.300 0.000 0.50 0.50 0.00 0.0 0.000 6.150 0.000 0.52 0.52 0.00 0.0 0. 000 5.317 0.000 0.50 0.50 0.00 0.0 0.000 0.000 0.52 0.52 0.00 0.0 0.000 5.333 0.000 0.50 0.50 0.00 0.0 0.000 6.167 0.000 0.52 0.52 0.00 0.0 0.000 5.350 0.000 0.50 0.50 0.00 0.0 0.000 6.183 0.000 0.52 0.52 0.00 0.0 0,000 5.367 0.000 0.50 0.50 0.00 0.0 0,000 6.200 6.217 0.000 0.52 0.52 0.00 0.0 0.000 5.363 0.000 0.50 0.50 0.00 0.0 0.000 6.233 0.000 0.52 0.52 0.00 0.0 0.000 5.400 0.000 0.50 0.50 0.00 0.0 0.000 6.250 0.000 0.52 0.52 0.00 0.0 0.000 5.917 0.000 0.50 0.50 0.00 0.0 0.000 6.267 0.000 0.52 0.52 0.00 0.0 0.000 5.433 0.000 0.50 0.50 0.00 0.0 0.000 6.283 0.000 0.52 0.52 0.00 0.0 0.000 5.950 0.000 0.50 0.50 0.00 0.0 0.000 6.300 0.000 0.52 0.52 0.00 0.0 0.000 5.467 0.000 0.51 0.51 0.00 0.0 0.000 6.317 0.000 0.52 0.52 0.00 0.0 0.000 5.483 0.000 0.51 0.51 0.00 0.0 0.000 6.333 0.000 0.52 0.52 0.00 0.0 0.000 5.500 0.000 0.51 0.51 0.00 0.0 0.000 6.350 0.000 0.52 0.52 0.00 0.0 0.000 5.517 0.000 0.51 0.51 0.00 0.0 0.000 6.367 0.000 0.52 0.52 0.00 0.0 0.000 5.533 0.000 0.51 0.51 0.00 0.0 0.000 6.383 0.000 0.52 0.52 0.00 0.0 0.000 5.550 0.000 0.51 0.51 0.00 0.0 0.000 6.400 0.000 0.52 0.52 0.00 0.0 0.000 5.567 0.000 0.51 0.51 0.00 0.0 0.000 6.417" 0.000 0.52 0.52 0.00 0.0 0.000 5 .583 0.000 0.51 0.51 0.00 0.0 0.000 6.933 0.000 0.52 0.52 0.00 0.0 0.000 5.600 0.000 0.51 0.51 0.00 0.0 0.000 6.450 0.000 0.52 0.52 0.00 0.0 0.000 5.617 0.000 0.51 0.51 0.00 0.0 0.000 6.467 0.000 0.52 0.52 0.00 0.0 0.000 5.633 0.000 0.51 0.51 0.00 0.0 0.000 6.483 0.000 0.53 0.53 0.00 0.0 0.000 5.650 0.000 0.51 0.51 0.00 0.0 0.000 6.500 0.000 0.53 0.53 0.00 0.0 0.000 5.667 0.000 0.51 0.51 0.00 0.0 0.000 6.517 0.000 0.53 0.53 0.00 0.0 0.000 5.683 0.000 0.51 0.51 0.00 0.0 0.000 6.533 0.000 0.53 0.53 0.00 0.0 0.000 5.700 0.000 0.51 0.51 0.00 0.0 0.000 6.550 0.000 0.53 0.53 0.00 0.0 0.000 5.717 0.000 0.51 0.51 0.00 0.0 0.000 6.567 0.000 0.53 0.53 0.00 0.0 0.000 5.733 0.000 0.51 0.51 0.00 0.0 0.000 6.583 0.000 0.53 0.53 0.00 0.0 0.000 5.750 0.000 0.51 0.51 0.00 0.0 0.000 6.600 0.000 0.53 0.53 0.00 0.0 0.000 5.767 0.000 0.51 0.51 0.00 0.0 0.000 6.617 0.000 0.53 0.53 0.00 0.0 0.000 5.783 0.000 0.51 0.51 0.00 0.0 0.000 6.633 0.000 0.53 0.53 0.00 0.0 0.000 5.800 0.000 0.51 0.51 0.00 0.0 0.000 6.650 0.000 0.53 0.53 0.00 0.0 0.000 5.817 0.000 0.51 0.51 0.00 0.0 0.000 6.667 0.000 0.53 0.53 0.00 0.0 0.000 5.833 0.000 0.51 0.51 0.00 0.0 0.000 V1"__" F�'I U-1 F-1 1 7 m'a'E ' MODIFIED -PULS BASIN ROUTING MODELRESULTS(1-MINUTECOMPUTATIONINTERVALS) MODIFIED -PULS BASIN ROUTING MODEL`g RESULTS(I-MINUTECOMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK TIME DEAD -STORAGE INFLOW MEAN LOSS EFFECTIVE OUTFLOW EFFECTIVE CLOCK TIME DEAD -STORAGE INFLOW LOSS MEAN EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) _________________________________________________________________________ FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) ___ VOLUME(AF) _________________________________________________________________ 6.683 0.000 0.53 0.53 0.00 0.0 0.000 7.517 0.000 0.55 0.55 0.00 0.0 0.000 6.700 0.000 0.53 0.53 0.00 0.0 0.000 7.533 0.000 0.55 0.55 0.00 0.0 0.000 6.717 0.000 0.53 0.53 0.00 0.0 0.000 7.550 0.000 0.55 0.55 0.00 0.0 0.000 6.733 0.000 0.53 0.53 0.00 0.0 0.000 7.567 0.000 0.55 0.55 0.00 0.0 0.000 6.750 0.000 0.53 0.53 0.00 0.0 0.000 7.583 0.000 0.55 0.55 0.00 0.0 0.000 6.767 0.000 0.53 0.53 0.00 0.0 0.000 7.600 0.000 0.55 0.55 0.00 0.0 0.000 6.783 0.000 0.53 0.53 0.00 0.0 0.000 7.617 0.000 0.55 0.55 0.00 0.0 0.000 6.800 0.000 0.53 0.53 0.00 0.0 0.000 7.633 0.000 0.55 0.55 0.00 0.0 0.000 6.817 0.000 0.53 0.53 0.00 0.0 0.000 7.650 0.000 0.55 0.55 0.00 0.0 0.000 6.833 0.000 0.53 0.53 0.00 0.0 0.000 7.667 0.000 0.55 0.55 0.00 0.0 0.000 6.850 0.000 0.53 0.53 0.00 0.0 0.000 7.683 0.000 0.55 0.55 0.00 0.0 0.000 6.867 0.000 0.53 0.53 0.00 0.0 0.000 7.700 0.000 0.55 0.55 0.00 0.0 0.000 6.883 0.000 0.53 0.53 0.00 0.0 0.000 7.717 0.000 0.55 0.55 0.00 0.0 0.000 6.900 0.000 0.53 0.53 0.00 0.0 0.000 7.733 0.000. 0.55 0.55 0.00 0.0 0.000 6.917 0.000 0.54 0.54 0.00 0.0 0.000 7.750 0.000 0.56 0.56 0.00 0.0 0.000 6.933 0.000 0.54 0.54 0.00 0.0 0.000 7.767 0.000 0.56 0.56 0.00 0.0 0.000 6.950 0.000 0.54 0.54 0.00 0.0 0.000 7.783 0.000 0.56 0.56 0.00 0.0 0.000 6.967 0.000 0.54 0.54 0.00 0.0 0.000 7.800 0.000 0.56 0.56 0.00 0.0 0.000 6.983 0.000 0.54 0.54 0.00 0.0 0.000 7.817 0.000 0.56 0.56 0.00 0.0 0.000 7.000 0.000 0.54 0.54 0.00 0.0 0.000 7.833 0.000 0.56 0.56 0.00 0.0 0.000 7.017 0.000 0.54 0.54 0.00 0.0 0.000 7.850 0.000 0.56 0.56 0.00 0.0 0.000 7.033 0.000 0.54 0.54 0.00 0.0 0.000 7.867 0.000 0.56 0.56 0.00 0.0 0.000 7.050 0.000 0.54 0.54 0.00 0.0 0.000 7.883 0.000 0.56 0.56 0.00 0.0 0.000 7.067 0.000 0.54 0.54 0.00 0.0 0.000 7.900 0.000 0.56 0.56 0.00 0.0 0.000 7.083 0.000 0.54 0.54 0.00 0.0 0.000 7.917 0.000 0.56 0.56 0.00 0.0 0.000 7.100 0.000 0.54 0.54 0.00 0.0 0.000 7.933 0.000 0.56 0.56 0.00 0.0 0.000 7.117 0.000 0.54 0.54 0.00 0.0 0.000 7.950 0.000 0.56 0.56 0.00 0.0 0.000 7.133 0.000 0.54 0.54 0.00 0.0 0.000 7.967 0.000 0.56 0.56 0.00 0.0 0.000 7.150 0.000 0.54 0.54 0.00 0.0 0.000 7.983 0.000 0.56 0.56 0.00 0.0 0.000 7.167 0.000 0.54 0.54 0.00 0.0 0.000 8.000 0.000 0.56 0.56 0.00 0.0 0.000 7.183 0.000 0.54 0.54 0.00 0.0 0.000 8.017 0.000 0.56 0.56 0.00 0.0 0.000 7.200 0.000 0.54 0.54 0.00 0.0 0.000 8.033 0.000 0.56 0.56 0.00 0.0 0.000 7.217 0.000 0.54 0.54 0.00 0.0 0.000 8.050 0.000 0.56 0.56 0.00 0.0 0.000 7.233 0.000 0.54 0.54 0.00 0.0 0.000 8.067 0.000 0.56 0.56 0.00 0.0 0.000 7.250 0.000 0.54 0.54 0.00 0.0 0.000 8.083 0.000 0.56 0.56 0.00 0.0 0.000 7.267 0.000 0.54 0.54 0.00 0.0 0.000 8.100 0.000 0.56 0.56 0.00 0.0 0.000 7.283 0.000 0.54 0.54 0.00 0.0 0.000 8.117 0.000 0.56 0.56 0.00 0.0 0.000 7.300 0.000 0.54 0.54 0.00 0.0 0.000 8.133 0.000 0.57 0.57 0.00 0.0 0.000 7.317 0.000 0.54 0.54 0.00 0.0 0.000 8.150 0.000 0.57 0.57 0.00 0.0 0.000 7.333 0.000 0.54 0.54 0.00 0.0 0.000 8.167 0.000 0.57 0.57 0.00 0.0 0.000 7.350 0.000 0.54 0.54 0.00 0.0 0.000 8.183 0.000 0.57 0.57 0.00 0.0 0.000 7.367 0.000 0.55 0.55 0.00 0.0 0.000 8.200 0.000 0.57 0.57 0.00 0.0 0.000 7.383 0.000 0.55 0.55 0.00 0.0 0.000 8.217 0.000 0.57 0.57 0.00 0.0 0.000 7.400 0.000 0.55 0.55 0.00 0.0 0.000 8.233 0.000 0.57 0.57 0.00 0.0 0.000 7.417 0.000 0.55 0.55 0.00 0.0 0.000 8.250 0.000 0.57 0.57 0.00 0.0 0.000 7.433 0.000 0.55 0.55 0.00 0.0 0.000 8.261 0.000 0.57 0.57 0.00 0.0 0.000 7.450 0.000 0.55 0.55 0.00 0.0 0.000 8.283 0.000 0.57 0.57 0.00 0.0 0.000 7.467 0.000 0.55 0.55 0.00 0.0 0.000 8.300 0.000 0.57 0.57 0.00 0.0 0.000 7.483 0.000 0.55 0.55 0.00 0.0 0.000 8.317 0.000 0.57 0.57 0.00 0.0 0.000 7.500 0.000 0.55 0.55 0.00 0.0 0.000 8.333 0.000 0.57 0.57 0.00 0.0 0.000 MODIFIED PULS' BASIN` ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS): ''MODIFIED-PULSiBASINiROUTINGiMODEL RESULTS(1-MINUTEiCOMPUTATIONiI NTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE MEAN OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT(HRS) (CFS) V------AF) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ___---------- ____----- _ ______________________________________ -------- _________________________________________________________________ 8.350 0.000 0.57 0.57 0.00 0.0 0.000 ____________---- 9.183 0.000 0.60 0.60 0.00 0.0 0.000 8.367 0.000 0.57 0.57 0.00 0.0 0.000 9.200 0.000 0.60 0.60 0.00 0.0 0.000 8.383 0.000 0.57 0.57 0.00 0.0 0.000 9.217 0.000 0.60 0.60 0.00 0.0 0.000 8.400 0.000 0.57 0.57 0.00 0.0 0.000 9.233 0.000 0.60 0.60 0.00 0.0 0.000 8.417 0.000 0.57 0.57 0.00 0.0 0.000 9.250 0.000 0.60 0.60 0.00 0.0 0.000 8.433 0.000 0.57 0.57 0.00 0.0 0.000 9.267 0.000 0.60 0.60 0.00 0.0 0.000 8.450 0.000 0:57 0.57 0.00 0.0 0.000 9.283 0.000 0.60 0.60 0.00 0.0 0.000 8.467 0.000 0.57 0.57 0.00 0.0 0.000 9.300 0.000 0.60 0.60 0.00 0.0 0.000 8.483 0.000 0.57 0.57 0.00 0.0 0.000 9.317 0.000 0.60 0.60 0.00 0.0 0.000 8.500 0.000 0.58 0.58 0.00 0.0 0.000 9.333 0.000 0.60 0.60 0.00 0.0 0.000 8.517 0.000 0.58 0.58 0.00 0.0 0.000 9.350 0.000 0.60 0.60 0.00 0.0 0.000 8.533 0.000 0.58 0.58 0.00 0.0 0.000 9.367 0.000 0.60 0.60 0.00 0.0 0.000 8.550 0.000 0.58 0.58 0.00 0.0 0.000 9.383 0.000 0.60 0.60 0.00 0.0 0.000 8.567 0.000 0.58 0.58 0.00 0.0 0.000 9.400 0.000 0.60 0.60 0.00 0.0 0.000 8.583 0.000 0.58 0.56 0.00 0.0 0.000 9.417 0.000 0.61 0.61 0.00 0.0 0.000 8.600 0.000 0.58 0.58 0.00 0.0 0.000 9.433 0.000 0.61 0.61 0.00 0.0 0.000 8.617 0.000 0.58 0.58 0.00 0.0 0.000 9.450 0.000 0.61 0.61 0.00 0.0 0.000 8.633 0.000 0.58 0.58 0.00 0.0 0.000 9.467 0.000 0.61 0.61 0.00 0.0 0.000 8.650 0.000 0.58 0.58 0.00 0.0 0.000 9.483 0.000 0.61 0.61 0.00 0.0 0.000 8.667 0.000 0.58 0.58 0.00 0.0 0.000 9.500 0.000 0.61 0.61 0.00 0.0 0.000 8.683 0.000 0.58 0.58 0.00 0.0 0.000 9.517 0.000 0.61 0.61 0.00 0.0 0.000 8.700 0.000 0.58 0.58 0.00 0.0 0.000 9.533 0.000 0.61 0.61 0.00 0.0 0.000 8.717 0.000 0.50 0.58 0.00 0.0 0.000 9.550 0.000 0.61 0.61 0.00 0.0 0.000 8.733 0.000 0.58 0.58 0.00 0.0 0.000 9.567 0.000 0.61 0.61 0.00 0.0 0.000 8.750 0.000 0.58 0.58 0.00 0.0 0.000 9.583 0.000 0.61 0.61 0.00 0.0 0.000 8.767 0.000 0.56 0.58 0.00 0.0 0.000 9.600 0.000 0.61 0.61 0.00 0.0 0.000 8.7B3 0.000 0.58 0.58 0.00 0.0 0.000 9.617 0.000 0.61 0.61 0.00 0.0 0.000 8.800 0.000 0.58 0.58 0.00 0.0 0.000 9.633 0.000 0.61 0.61 0.00 0.0 0.000 8.817 0.000 0.59 0.59 0.00 0.0 0.000 9.650 0.000 0.61 0.61 0.00 0.0 0.000 8.833 0.000 0.59 0.59 0.00 0.0 0.000 9.667 0.000 0.61 0.61 0.00 0.0 0.000 8.850 0.000 0.59 0.59 0.00 0.0 0.000 9.683 0.000 0.61 0.61 0.00 0.0 0.000 8.867 0.000 0.59 0.59 0.00 0.0 0.000 9.700 0.000 0.62 0.62 0.00 0.0 0.000 8.883 0.000 0.59 0.59 0.00 0.0 0.000 9.717 0.000 0.62 0.62 0.00 0.0 0.000 8.900 0.000 0.59 0.59 0.00 0.0 0.000 9.733 0.000 0.62 0.62 0.00 0.0 0.000 8.917 0.000 0.59 0.59 0.00 0.0 0.000 9.750 0.000 0.62 0.62 0.00 0.0 0.000 8.933 0.000 0.59 0.59 0.00 0.0 0.000 9.767 0.000 0.62 0.62 0.00 0.0 0.000 8.950 0.000 0.59 0.59 0.00 0.0 0.000 9.783 0.000 0.62 0.62 0100 0.0 0.000 8.967 0.000 0.59 0.59 0.00 0.0 0.000 9.800 0.000 0.62 0.62 0.00 0.0 0.000 8.983 0.000 0.59 0.59 0.00 0.0 0.000 9.817 0.000 0.62 0.62 0.00 0.0 0.000 9.000 0.000 0.59 0.59 0.00 0.0 0.000 9.833 0.000 0.62 0.62 0.00 0.0 0.000 9.017 0.000 0.59 0.59 0.00 0.0 0.000 9.850 0.000 0.62 0.62 0.00 0.0 0.000 9.033 0.000 0.59 0.59 0.00 0.0 0.000 9.867 0.000 0.62 0.62 0.00 0.0 0.000 9.050 0.000 0.59 0.59 0.00 0.0 0.000 9.883 0.000 0.62 0.62 0.00 0.0 0.000 9.067 0.000 0.59 0.59 0.00 0.0 0.000 9.900 0.000 0.62 0.62 0.00 0.0 0.000 9.083 0.000 0.59 0.59 0.00 0.0 0.000 9.917 0.000 0.62 0.62 0.00 0.0 0.000 9.100 0.000 0.59 0.59 0.00 0.0 0.000 9.933 0.000 0.62 0.62 0.00 0.0 0.000 9.117 0.000 0.60 0.60 0.00 0.0 0.000 9.950 0.000 0.63 0.63 0.00 0.0 0.000 9.133 0.000 0.60 0.60 0.00 0.0 0.000 9.967 0.000 0.63 0.63 0.00 0.0 0.000 9.150 0.000 0.60 0.60 0.00 0.0 0.000 9.983 0.000 0.63 0.63 0.00 0.0 0.000 9.167 0.000 0.60 0.60 0.00 0.0 0.000 10.000 0.000 0.63 0.63 0.00 0.0 0.000 R..,, , F-1 U A r- I F-1 L . Axl a BASIN ROUTING:MODEL'RESULTS(1-MINUTE6' COMPUTATIONINTERVALS) :' MODIFIED-PULS BASIN6'ROUTINGaMODEL RESULTS(1-MINUTECOMPUTATION INTERVALS): the clock time; MODIFIED-PULS (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at during the unit interval.) MEAN OUTFLOW is the average value M during the unit interval.) MEAN OUTFLOW is the average value CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS MEAN EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW DEPTH(FT) (CFS) EFFECTIVE VOLUME(AF) (HRS) FILLED(AF) (CFS) (CFS)__ DEPTH(FT) (CFS) VOLUME(AF) ____________________________________________________________ _--___--_(HRS) FILLED(AF) (CFS) (CFS) __________________________________________________________________________ - 0.000 0.66 0.66 0.00 0.0 0.000 10.017 0.000 0.63 0.63 0.00 0.0 0.000 10.850 0.000 0.67 0.67 0.00 0.0 0.000 10.033 0.000 0.63 0.63 0.00 0.0 0.000 10.867 0.000 0.67 0.67 0.00 0.0 0.000 10.050 0.000 0.63 0.63 0.00 0.0 0.000 10.883 0.000 0.67 0.67 0.00 0.0 0.000 10.067 0.000 0.63 0,63 0.00 0.0 0.000 10.900 0.67 0.67 0.00 0.0 0.000 10.083 0.000 0.63 0.63 0.00 0.0 0.000 10.917 0.000 0.000 0.67 0.67 0.00 0.0 0.000 10.100 0.000 0.63 0.63 0.00 0.0 0.000 10.933 0.000 0.67 0.67 0.00 0.0 0.000 10.117 0.000 0.63 0.63 0.00 0.0 0.000 10.950 0.000 0.67 0.67 0.00 0.0 0.000 10.133 0.000 0.63 0.63 0.00 0.0 0.000 10.967 0.000 0.67 0.67 0.00 0.0 0.000 10.150 0.000 0.63 0.63 0.00 0.0 0.000 10.903 0.000 0.67 0.67 0.00 0.0 0.000 10.167 0.000 0.63 0.63 0.00 0.0 0.000 11.000 0.000 0.67 0.67 0.00 0.0 0.000 10.183 0.000 0.63 0.63 0.00 0.0 0.000 11.017 0.000 0.67 0.67 0.00 0.0 0.000 10.200 0.000 0.63 0.63 0.00 0.0 0.000 11.033 0.000 0.67 0.67 0.00 0.0 0.000 10.217 0.000 0.64 0.64 0.00 0.0 0.000 11.050 0.000 0.68 0.68 0.00 0.0 0.000 10.233 0.000 0.64 0.64 0.00 0.0 0.000 11.067 0.68 0.68 0.00 0.0 0.000 10.250 0,000 0.64 0.64 0.00 0.0 0,000 11.083 0.000 0.68 0.68 0.00 0.0 0.000 10.267 0.000 0.64 0.64 0.00 0.0 0.000 11.100 0,000 0.68 0.00 0.0 0.000 10.283 0.000 0.64 0.64 0.00 0.0 0.000 11.117 0.000 0.000 0.68 0.68 0.68 0.00 0.0 0.000 10.300 0.000 0.64 0.64 0.00 0.0 0.000 11.133 0.000 0.68 0.68 0.00 0.0 0.000 10.317 0.000 0.64 0.64 0.00 0.0 0.000 11.150 0.68 0.68 0.00 0.0 0.000 10.333 0.000 0.64 0.64 0.00 0.0 0.000 11.167 0.000 0.68 0.68 0.00 0.0 0.000 10,350 0.000 0.64 0.64 0.00 0.0 0.000 - 11.183 0,000 0.000 0.68 0.68 0.00 0,0 0.000 10.367 0.000 0.64 0.64 0.00 0.0 0.000 11.200 0.68 0.68 0.00 0.0 0.000 10.383 0.000 0.69 0.64 0.00 0.0 0.000 11.217 0.000 0.68 0.68 0.00 0.0 0.000 10.400 0.000 0.64 0.64 0.00 0.0 0,000 11.233 0.000 0.69 0.00 0.0 0.000 10.417 0.000 0.64 0.64 0.00 0.0 0.000 11.250 0.000 0.69 0.69 0.69 0.00 0.0 0.000 10.433 0.000 0.65 0.65 0.00 0.0 0.000 11.267 0.000 0.69 0.69 0.00 0.0 0.000 10.450 0.000 0.65 0.65 0.00 0.0 0.000 11.283 0.000 0.69 0.00 0,0 0.000 10.467 0.000 0.65 0.65 0.00 0.0 0.000 11.300 0.000 0.000 0.69 0.69 0.69 0.00 0.0 0.000 10.483 0.000 0.65 0.65 0.00 0.0 0.000 11.317 11.333 0.000 0.69 0.69 0.00 0.0 0.000 10.500 0.000 0.65 0.65 0.00 0.0 0.000 0.000 0.69 0.69 0.00 0.0 0.000 10.517 0.000 0.65 0.65 0.00 0.0 0.000 11.350 11.367 0.000 0.69 0.69 0.00 0.0 0.000 10.533 0.000 0.65 0.65 0.00 0.0 0.000 11.383 0.000 0.69 0.69 0.00 0.0 0.000 10.550 0.000 0.65 0.65 0.00 0.0 0.000 11.400 0.000 0.69 0.69 0.00 0.0 0.000 10.567 0.000 0.65 0.65 0.00 0.0 0.000 11.417 0.000 0.70 0.70 0.00 0.0 0.000 10.583 0.000 0.65 0.65 0.00 0.0 0.000 11.433 0.000 0.70 0.70 0.00 0.0 0.000 10.600 0.000 0.65 0.65 0.00 0.0 0.000 0.000 0.70 0.70 0.00 0.0 0.000 10.617 0.000 0.65 0.65 0.00 0.0 0.000 11.950 11.467 0.000 0.70 0.70 0.00 0.0 0.000 10.633 0.000 0.65 0.65 0.00 0.0 0.000 11.483 0.000 0.70 0.70 0.00 0.0 0.000 10.650 0.000 0.65 0.65 0.00 0.0 0.000 11.500 0.000 0.70 0.70 0,00 0.0 0.000 10.667 0.000 0.66 0.66 0.00 0.0 0.000 11.517 0.000 0.70 0.70 0.00 0.0 0.000 10.603 0.000 0.66 0.66 0.00 0.0 0.000 0.000 0.70 0.70 0.00 0.0 0.000 10.700 0.000 0.66 0.66 0.00 0.0 0.000 11.533 0.000 0.70 0.70 0.00 0.0 0.000 10.717 0.000 0.66 0.66 0.00 0.0 0.000 11.550 0.000 0.70 0.70 0.00 0.0 0.000 10.733 0.000 0.66 0.66 0.00 0.0 0.000 11.567 11.583 0.000 0.71 0.71 0.00 0.0 0.000 10.750 0.000 0.66 0.66 0.00 0.0 0.000 11.600 0.000 0.71 0.71 0.00 0.0 0.000 10.767 0.000 0.66 0.66 0.00 0.0 0.000 11.617 0.000 0.71 0.71 0.00 0.0 0.000 10.783 0.000 0.66 0.66 0.00 0.0 0.000 11.633 0.000 0.71 0.71 0.00 0.0 0.000 10.800 0.000 0.66 0.66 0.00 0.0 0.000 11.650 0.000 0.71 0.71 0.00 0.0 0.000 10.817 0.000 0.66 0.66 0.00 0.0 0.000 11.667 0.000 0.71 0.71 0.00 0.0 0.000 10.833 0.000 0.66 0.66 0.00 0.0 0.000 F _. l UI r -w7 Ul Irl ROUTING MODEL --------- MODIFIED -PULS ------ COMPUTATION' INTERVALS): SEMODIFIED-PULS 'BASINiROUTING MODELiRESULTS(I-MINUTE`COMPUTATIONi INTERVALS)` time: (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME TIME DE AD -STORAGE INFLOW LOSS MEAN EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE VOLUME(AF) ( FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) ___________________ _______________________ _________ ____ ________ __ ___________ ____________________________________________________________________________ 0.000 0.67 0.67 0.00 0.0 0.000 11.683 0.000 0.71 0.71 0.00 0.0 0.000 12.517 12.533 0.000 0.67 0.67 0.00 0.0 0.000 11.700 0.000 0.71 0.71 0.00 0.0 0.000 12.550 0.000 0.67 0.67 0.00 0.0 0.000 11.717 0.000 0.71 0.71 0.00 0.0 0.000 12.567 0.000 0.68 0.68 0.00 0.0 0.000 11.733 0.000 0.71 0.71 0.00 0.0 0.000 12.583 0.000 0.68 0.68 0.00 0.0 0.000 11.750 0.000 0.72 0.72 0.00 0.0 0.000 12.600 0.000 0.68 0.68 0.00 0.0 0.000 11.767 0.000 0.72 0.72 0.00 0.0 0.000 0.000 0.68 0.68 0.00 0.0 0.000 11.783 0.000 0.72 0.72 0.00 0.0 0.000 12.617 0.68 0.66 0.00 0.0 0.000 11.800 0.000 0.72 0.72 0.00 0.0 0.000 12.633 0.000 0.68 0.68 0.00 0.0 0.000 11.817 0.000 0.72 0.72 0.00 0.0 0.000 12.650 0.000 0.68 0.00 0.0 0.000 11.833 0.000 0.72 0.72 0.00 0.0 0.000 12.667 0.000 0.68 0.00 0.0 0.000 11.850 0.000 0.72 0.72 0.00 0.0 0.000 12.683 0.000 0.69 0.69 0.000 11.867 0.000 0.72 0.72 0.00 0.0 0.000 12.700 0.000 0.69 0.69 0.00 0.0 11.883 0.000 0.72 0.72 0.00 0.0 0.000 12.717 0.000 0.69 0.69 0.00 0.0 0.000 11.900 0.000 0.73 0.73 0.00 0.0 0.000 12.733 0.000 0.69 0.69 0.00 0.0 0.000 11.917 0.000 0.73 0.73 0.00 0.0 0.000 12.750 0.000 0.69 0.69 0.00 0.0 0.000 11.933 0.000 0.73 0.73 0.00 0.0 0.000 12.767 0.000 0.70 0.70 0.00 0.0 0.000 11.950 0.000 0.73 0.73 0.00 0.0 0.000 12.783 0.000 0.70 0.70 0.00 0.0 0.000 11.967 0.000 0.73 0.73 0.00 0.0 0.000 12.800 0.000 0.70 0.70 0.00 0.0 0.000 11.983 0.000 0.73 0.73 0.00 0.0 0.000 12.817 0.000 0.70 0.70 0.00 0.0 0.000 12.000 0.000 0.73 0.73 0.00 0.0 0.000 12.033 0.000 0.70 0.70 0.00 0.0 0.000 12.017 0.000 0.72 0.72 0.00 0.0 0.000 12.850 0.000 0.70 0.70 0.00 0.0 0.000 12.033 0.000 0.70 0.70 0.00 0.0 0.000 12.867 0.000 0.70 0.70 0.00 0.0 0.000 12.050 0.000 0.68 0.68 0.00 0.0 0.000 12.883 0.000 0.71 0.71 0.00 0.0 0.000 12.067 0.000 0.67 0.67 0.00 0.0 0.000 12.900 0.000 0.71 0.71 0.00 0.0 0.000 12.083 0.000 0.65 0.65 0.00 0.0 0.000 12.917 0.000 0.71 0.71 0.00 0.0 0.000 12.100 0.000 0.64 0.64 0.00 0.0 0.000 12.933 0.000 0.71 0.71 0.00 0.0 0.000 12.117 0.000 0.64 0.64 0.00 0.0 0.000 12.950 0.000 0.71 0.71 0.00 0.0 0.000 12.133 0.000 0.64 0.64 0.00 0.0 0.000 12.967 0.000 0.72 0.72 0.00 0.0 0.000 12.150 0.000 0.64 0.64 0.00 0.0 0.000 12.983 0.000 0.72 0.72 0.00 0.0 0.0 0.000 0.000 12.167 0.000 0.64 0.64 0.00 0.0 0.000 13.000 0.000 0.72 0.72 0.00 0.000 12.183 0.000 0.64 0.64 0.00 0.0 0.000 13.017 0.000 0.72 0.72 0.00 0.0 12.200 0.000 0.64 0.64 0.00 0.0 0.000 13.033 0.000 0.72 0.72 0.00 0.0 0.000 12.217 0.000 0.65 0.65 0.00 0.0 0.000 13.050 0.000 0.72 0.72 0.00 0.0 0.000 12.233 0.000 0.65 0.65 0.00 0.0 0.000 13.067 0.000 0.73 0.73 0.00 0.0 0.000 ' 12.250 0.000 0.65 0.65 0.00 0.0 0.000 13.083 0.000 0.73 0.73 0.00 0.0 0.000 12.267 0.000 0.65 0.65 0.00 0.0 0.000 13.100 0.000 0.73 0.73 0.00 0.0 0.000 12.283 0.000 0.65 0.65 0.00 0.0 0.000 13.117 0.000 0.73 0.73 0.00 0.0 0.000 12.300 0.000 0.65 0.65 0.00 0.0 0.000 13.133 0.000 0.73 0.73 0.00 0.0 0.000 12.317 0.000 0.65 0.65 0.00 0.0 0.000 13.150 0.000 0.74 0.74 0.00 0.0 0.000 12.333 0.000 0.65 0.65 0.00 0.0 0.000 13.167 0.000 0.74 0.74 0.00 0.0 0.000 12.350 0.000 0.66 0.66 0.00 0.0 0.000 13.183 0.000 0.74 0.74 0.00 0.0 0.000 12.367 0.000 0.66 0.66 0.00 0.0 0.000 13.200 0.000 0.74 0.74 0.00 0.0 0.000 12.383 0.000 0.66 0.66 0.00 0.0 0.000 13.217 0.000 0.74 0.74 0.00 0.0 0.0 0.000 0.000 12.400 0.000 0.66 0.66 0.00 0.0 0.000 13.233 0.000 0.75 0.75 0.00 0.0 0.000 12.417 0.000 0.66 0.66 0.00 0.0 0.000 13.250 0.000 0.75 0.75 0.00 0.000 12.433 0.000 0.66 0.66 0.00 0.0 0.000 13.267 0.000 0.75 0.75 0.00 0.0 12.450 0.000 0.67 0.67 0.00 0.0 0.000 13.283 0.000 0.75 0.75 0.00 0.0 0.000 12.467 0.000 0.67 0.67 0.00 0.0 0.000 13.300 0.000 0.75 0.75 0.00 0.0 O. OOC 12.483 0.000 0.67 0.67 0.00 0.0 0.000 13.317 0.000 0.76 0.76 0.00 0.0 0. 00C 12.500 0.000 0.67 0.67 0.00 0.0 0.000 13.333 0.000 0.76 0.76 0.00 0.0 0.000 ' MODIFIED- PULS'BASIN 'ROUTING MODEL'AESULTS(1-MINUTE6COMPUTAT ION INTERVALS) `MODIFIED'PULSaBASIN9ROUTING MODEL=RESULTS(1'MINUTEiCOMPUTATIONHINTEAVALS)a (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) MEAN CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) ----- FILLED(AF) _---_______________ (CFS) ____- (CPS) __-__ DEPTH(F ----------------- (CFS) (CFS) VO------ ) ____________________________________________________________________________ 13.350 0.000 0.76 0.76 0.00 0.0 0.000 14.183 0.000 0.89 0.89 0.00 0.0 0.000 13.367 0.000 0.76 0.76 0.00 0.0 0.000 14.200 0.000 0.89 0.89 0.00 0.0 0.000 13.383 0.000 0.77 0.77 0.00 0.0 0.000 14.217 0.000 0.90 0.90 0.00 0.0 0.000 13.400 0.000 0.77 0.77 0.00 0.0 0.000 14.233 0.000 0.90 0.90 0.00 0.0 0.000 13.417 0.000 0.77 0.77 0.00 0.0 0.000 14.250 0.000 0.91 0.91 0.00 0.0 0.000 13.433 0.000 0.77 0.77 0.00 0.0 0.000 14.267 0.000 0.91 0.91 0.00 0.0 0.000 13.450 0.000 0.78 0.78 0.00 0.0 0.000 14.283 0.000 U.91 0.91 0.00 0.0 0.000 13.467 0.000 0.78 0.78 0.00 0.0 0.000 14.300 0.000 0.92 0.92 0.00 0.0 0.000 13.483 0.000 0.78 0.78 0.00 0.0 0.000 14.317 0.000 0.92 0.92 0.00 0.0 0.000 13.500 0.000 0.78 0.78 0.00 0.0 0.000 14.333 0.000 0.92 0.92 0.00 0.0 0.000 13.517 0.000 0.78 0.78 0.00 0.0 0.000 14.350 0.000 0.93 0.93 0.00 0.0 0.000 13.533 0.000 0.79 0.79 0.00 0.0 0.000 14.367 0.000 0.93 0.93 0.00 0.0 0.000 13.550 0.000 0.79 0.79 0.00 0.0 0.000 14.383 0.000 0.94 0.94 0.00 0.0 0.000 13.567 0.000 0.79 0.79 0.00 0.0 0.000 14.400 0.000 0.94 0.94 0.00 0.0 0.000 13.583 0.000 0.80 0.80 0.00 0.0 0.000 14.417 0.000 0.95 0.95 0.00 0.0 0.000 13.600 0.000 0.80 0.80 0.00 0.0 0.000 14.433 0.000 0.95 0.95 0.00 0.0 0.000 13.617 0.000 0.80 0.80 0.00 0.0 0.000 14.450 0.000 0.96 0.96 0.00 0.0 0.000 13.633 0.000 0.80 0.80 0.00 0.0 0.000 14.467 0.000 0.96 0.96 0.00 0.0 0.000 13.650 0.000 0.80 0.80 0.00 0.0 0.000 14.483 0.000 0.96 0.96 0.00 0.0 0.000 13.667 0.000 0.80 0.80 0.00 0.0 0.000 14.500 0.000 0.97 0.97 0.00 0.0 0.000 13.683 0.000 0.81 0.81 0.00 0.0 0.000 14.517 0.000 0.97 0.97 0.00 0.0 0.000 13.700 0.000 0.81 0.81 0.00 0.0 0.000 14.533 0.000 0.98 0.98 0.00 0.0 0.000 13.717 0.000 0.81 0.81 0.00 0.0 0.000 14.550 0.000 0.99 0.99 0.00 0.0 0.000 13.733 0.000 0.82 0.82 0.00 0.0 0.000 14.567 0.000 0.99 0.99 0.00 0.0 0.000 13.750 0.000 0.82 0.82 0.00 0.0 0.000 14.583 0.000 1.00 1.00 0.00 0.0 0.000 13.767 0.000 0.82 0.82 0.00 0.0 0.000 14.600 0.000 1.00 1.00 0.00 0.0 0.000 13.783 0.000 0.83 0.83 0.00 0.0 0.000 14.617 0.000 1.01 1.01 0.00 0.0 0.000 13.800 0.000 0.83 0.83 0.00 0.0 0.000 14.633 0.000 1.01 1.01 0.00 0.0 0.000 13.817 0.000 0.83 0.83 0.00 0.0 0.000 14.650 0.000 1.02 1.02 0.00 0.0 0.000 13.833 0.000 0.83 0.00 0.0 0.000 14.667 0.000 1.02 1.02 0.00 0.0 0.000 13.850 0.000 0.84 ,O.B3 0.84 0.00 0.0 0.000 14.683 0.000 1.03 1.03 0.00 0.0 0.000 13.867 0.000 0.84 0.84 0.00 0.0 0.000 14.700 0.000 1.03 1.03 0.00 0.0 0.000 13.883 0.000 0.84 0.84 0.00 0.0 0.000 14.717 0.000 1.04 1.04 0.00 0.0 0.000 13.900 0.000 0.85 0.85 0.00 0.0 0.000 14.733 0.000 1.05 1.05 0.00 0.0 0.000 13.917 0.000 0.85 0.85 0.00 0.0 0.000 14.750 0.000 1.06 1.06 0.00 0.0 0.000 13.933 0.000 0.85 0.85 0.00 0.0 0.000 14.767 0.000 1.06 1.06 0.00 0.0 0.000 13.950 0.000 0.86 0.86 0.00 0.0 0.000 14.783 0.000 1.07 1.07 0.00 0.0 0.000 13.967 0.000 0.86 0.86 0.00 0.0 0.000 14.800 0.000 1.07 1.07 0.00 0.0 0.000 13.983 0.000 0.86 0.86 0.00 0.0 0.000 14.817 0.000 1.08 1.08 0.00 0.0 0.000 14.000 0.000 0.86 0.86 0.00 0.0 0.000 14.833 0.000 1.08 1.08 0.00 0.0 0.000 14.017 0.000 0.86 0.86 0.00 0.0 0.000 14.850 0.000 1.09 1.09 0.00 0.0 0.000 14.033 0.000 0.87 0.87 0.00 0.0 0.000 14.867 0.000 1.10 1.10 0.00 0.0 0.000 14.050 0.000 0.87 0.87 0.00 0.0 0.000 14.883 0.000 1.11 1.11 0.00 0.0 0.000 14.067 0.000 0.67 0.87 0.00 0.0 0.000 14.900 0.000 1.12 1.12 0.00 0.0 0.000 14.083 0.000 0.87 0.87 0.00 0.0 0.000 14.917 0.000 1.13 1.13 0.00 0.0 0.000 14.100 0.000 0.87 0.87 0.00 0.0 0.000 14.933 0.000 1.14 1.14 0.00 0.0 0.000 14.117 0.000 0.87 0.87 0.00 0.0 0.000 14.950 0.000 1.14 1.14 0.00 0.0 0.000 14.133 0.000 0.88 0.88 0.00 0.0 0.000 14.967 0.000 1.15 1.15 0.00 0.0 0.000 14.150 0.000 0.88 0.88 0.00 0.0 0.000 14.983 0.000 1.15 1.15 0.00 0.0 0.000 14.167 0.000 0.88 0.86 0.00 0.0 0.000 15.000 0.000 1.16 1.16 0.00 0.0 0.000 i'MODIFIED-PULS BASINSROUTINGiMODEL6RESULTS (1 MINUTE`COMPUTATION� INTERVALS). `:MODIFIED-PULS�BASIN'ROUTINGcMODEL RESULTS(I-MINUTE COMPUTATION INTERVALS): time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW MEAN EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HAS) FI LLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) __________________ __________________ _____ ____ ____ ________ ___________ ____________________________________________________________________________ 0.000 2.16 1.88 0.01 0.0 0.001 15.017 0.000 1.17 1.17 0.00 0.0 0.000 15.850 15.867 0.000 2.37 1.88 0.01 0.0 0.002 15.033 0.000 1.18 1.18 0.00 0.0 0.000 15.883 0.000 2.58 1.88 0.02 0.0 0.002 15.050 0.000 1.19 1.19 0.00 0.0 0.000 15.900 0.000 2.79 1.88 0.03 0.0 0.004 15.067 0.000 1.21 1.21 0.00 0.0 0.000 15.917 0.000 2.99 1.88 0.04 0.0 0.005 15.083 0.000 1.22 1.22 0.00 0.0 0.000 15.933 0.000 3.23 1.88 0.05 0.0 0.007 15.100 0.000 1.23 1.23 0.00 0.0 0.000 15.950 0.000 3.49 1.88 0.07 0.0 0.009 15.117 0.000 1.24 1.24 0.00 0.0 0.000 15.967 0.000 3.75 1.88 0.09 0.0 0.012 15.133 0.000 1.24 1.24 0.00 0.0 0.000 15.983 0.000 4.01 1.88 0.11 0.0 0.015 15.150 0.000 1.25 1.25 0.00 0.0 0.000 16.000 0.000 4.27 1.88 0.14 0.0 0.018 15.167 0.000 1.26 1.26 0.00 0.0 0.000 16.017 0.000 5.40 1.88 0.17 0.0 0.023 15.183 0.000 1.27 1.27 0.00 0.0 0.000 16.033 0.000 7.40 1.88 0.23 0.0 0.030 15.200 0.000 1.28 1.28 0.00 0.0 0.000 16.050 0.000 9.41 1.88 0.31 0.0 0.041 15.217 0.000 1.30 1.30 0.00 0.0 0.000 16.067 0.000 11.42 1.88 0.41 0.0 0.054 15.233 0.000 1.32 1.32 0.00 0.0 0.000 16.083 0.000 14.73 1.88 0.54 0.0 0.072 15.250 0.000 1.33 1.33 0.00 0.0 0.000 16.100 0.000 15.96 1.88 0.69 0.0 0.091 15.267 0.000 1.35 1.35 0.00 0.0 0.000 16.117 0.000 16.37 1.88 0.84 0.1 0.111 15.283 0.000 1.36 1.36 0.00 0.0 0.000 16.133 0.000 14.56 1.88 0.97 0.1 0.128 15.300 0.000 1.36 1.36 0.00 0.0 0.000 16.150 0.000 11.55 1.88 1.07 0.1 0.141 15.317 0.000 1.37 1.37 0.00 0.0 0.000 0.000 7.92 1.88 1.13 0.1 0.150 15.333 0.000 1.38 1.38 0.00 0.0 0.000 16.167 5.28 1.88 1.17 0.1 0.154 15.350 0.000 1.37 1.37 0.00 0.0 0.000 16.183 0.000 1.19 0.1 0.157 15.367 0.000 1.33 1.33 0.00 0.0 0.000 16.200 0.000 4.11 1.88 15.383 0.000 1.29 1.29 0.00 0.0 0.000 16.217 0.000 3.35 1.88 1.21 0.1 0.159 15.400 0.000 1.25 1.25 0.00 0.0 0.000 16.233 0.000 2.81 1.88 1.22 0.1 0.160 15.417 0.000 1.21 1.21 0.00 0.0 0.000 16.250 0.000 2.39 1.88 1.22 0.1 0.161 15.433 0.000 1.20 1.20 0.00 0.0 0.000 16.267 0.000 2.08 1.88 1.22 0.1 0.161 0.161 15.450 0.000 1.21 1.21 0.00 0.0 0.000 16.283 0.000 1.87 1.88 1.22 0.1 0.1 0.161 15.467 0.000 1.22 1.22 0.00 0.0 0.000 16.300 0.000 1.71 1.88 1.22 15.483 0.000 1.23 1.23 0.00 0.0 0.000 16.317 0.000 1.56 1.88 1.21 0.1 0.160 15.500 0.000 1.25 1.25 0.00 0.0 0.000 16.333 0.000 1.44 1.88 1.21 0.1 0.159 15.517 0.000 1.27 1.27 0.00 0.0 0.000 16.350 0.000 1.40 1.88 1.20 0.1 0.159 15.533 0.000 1.30 1.30 0.00 0.0 0.000 16.367 0.000 1.42 1.88 1.20 0.1 0.158 15.550 0.000 1.34 1.34 0.00 0.0 0.000 16.383 0.000 1.44 1.88 1.19 0.1 0.157 15.567 0.000 1.37 1.37 0.00 0.0 0.000 16.400 0.000 1.46 1.88 1.19 0.1 0.156 15.583 0.000 1.40 1.40 0.00 0.0 0.000 16.417 0.000 1.48 1.88 1.18 0.1 0.156 15.600 0.000 1.43 1.43 0.00 0.0 0.000 16.433 0.000 1.48 1.88 1.18 0.1 0.155 15.617 0.000 1.45 1.45 0.00 0.0 0.000 16.450 0.000 1.45 1.88 1.17 0.1 0.154 0.154 15.633 0.000 1.48 1.48 0.00 0.0 0.000 16.467 0.000 1.42 1.88 1.16 0.1 0.153 15.650 0.000 1.50 1.50 0.00 0.0 0.000 16.483 0.000 1.40 1.88 1.16 0.1 0.152 15.667 0.000 1.52 1.52 0.00 0.0 0.000 16.500 0.000 1.37 1.88 1.15 0.1 0.151 15.683 0.000 1.56 1.56 0.00 0.0 0.000 16.517 0.000 1.34 1.88 1.15 0.1 0.150 15.700 0.000 1.62 1.62 0.00 0.0 0.000 16.533 0.000 1.32 1.86 1.14 0.1 15.717 0.000 1.67 1.67 0.00 0.0 0.000 16.550 0.000 1.30 1.88 1.13 0.1 0.149 15.733 0.000 1.73 1.73 0.00 0.0 0.000 16.567 0.000 1.28 1.88 1.13 0.1 0.148 15.750 0.000 1.78 1.78 0.00 0.0 0.000 16.583 0.000 1.26 1.88 1.12 0.1 0.148 15.767 0.000 1.84 1.84 0.00 0.0 0.000 16.600 0.000 1.24 1.88 1.11 0.1 0.147 15.783 0.000 , 1.89 1.88 0.00 0.0 0.000 16.617 0.000 1.22 1.88 1.10 0.1 0.146 0.000 1.94 1.88 0.00 0.0 0.000 16.633 0.000 1.20 1.88 1.09 0.1 0.144 15.800 0.000 1.99 1.88 0.00 0.0 0.000 16.650 0.000 1.19 1.88 1.09 0.1 0.143 15.817 15.833 0.000 2.04 1.88 0.00 0.0 0.000 16.667 0.000 1.17 1.88 1.08 0.1 0.142 v r, -v " iri r, -i r- i r -i " MODIFIED -PULS --------------BASIN--ROUTING MODELgRESULM l MINUTE6COMPUTATIONi INTERVALS): ---------------_-- iiROUTING MODEL RESULTS(1-MINUTEzCOMPUTATIONi INTERVALS ODIFIED- PULSBASIN MODIFIED- time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at interval.) the clock MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit MEAN CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE VOLUME(AF) (HRS) FILLED (AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HAS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) _______________ _______________________ _____ __________ ____ ______________ ____________________________________________________________________________ 0.000 0.77 1.88 1 0.54 0.0 0.071 16.683 0.000 1.15 1.88 1.07 0.1 0.141 17.517 17.533 0.000 0.76 1.88 0.53 0.0 0.070 16.700 0.000 1.14 1.88 1.06 0.1 0.140 17.550 0.000 0.76 1.88 0.52 0.0 0.068 16.717 0.000 1.13 1.88 1.05 0.1 0.139 17.567 0.000 0.75 1.88 0.50 0.0 0.067 16.733 0.000 1.11 1.88 1.04 0.1 0.138 17.583 0.000 0.75 1.88 0.49 0.0 0.065 16.750 0.000 1.10 1.88 1.09 0.1 0.137 17.600 0.000 0.74 1.88 0.48 0.0 0.063 16.767 0.000 1.09 1.88 1.03 0.1 0.136 17.617 0.000 0.74 1.88 0.47 0.0 0.062 16.783 0.000 1.07 1.88 1.02 0.1 0.134 17.633 0.000 0.73 1.88 0.46 0.0 0.060 16.800 0.000 1.06 1.88 1.01 0.10.133 17.650 0.000 0.73 1.88 0.44 0.0 0.059 16.817 0.000 1.05 1.88 1.00 0.1 0.132 17.667 0.000 0.73 1.88 0.43 0.0 0.057 16.833 0.000 1.04 1.88 0.99 0.1 0.131 17.683 0.000 0.72 1.88 0.42 0.0 0.055 16.850 0.000 1.03 1.88 0.98 0.1 0.129 17.700 0.000 0.72 1.88 0.41 0.0 0.054 16.867 0.000 1.02 1.88 0.97 0.10.128 17.717 0.000 0.71 1.88 0.39 0.0 0.052 16.883 0.000 1.01 1.88 0.96 0.1 0.127 17.733 0.000 0.71 1.88 0.38 0.0 0.050 16.900 0.000 1.00 1.88 0.95 0.1 0.125 17.750 0.000 0.71 1.88 0.37 0.0 0.049 16.917 0.000 0.99 1.88 0.94 0.1 0.124 17.767 0.000 0.70 1.88 0.36 0.0 0.047 16.933 0.000 0.98 1.88 0.93 0.1 0.123 17.783 0.000 0.70 1.88 0.34 0.0 0.045 16.950 0.000 0.97 1.88 0.92 0.1 0.121 17.800 0.000 0.69 1.88 0.33 0.0 0.044 16.967 0.000 0.96 1.88 0.91 0.1 0.120 17.817 0.000 0.69 1.88 0.32 0.0 0.042 16.983 0.000 0.95 1.88 0.90 0.1 0.119 17.633 0.000 0.69 1.88 0.31 0.0 0.040 17.000 0.000 0.94 1.88 0.89 0.1 0.117 17.850 0.000 0.68 1.88 0.29 0.0 0.039 17.017 0.000 0.94 1.88 0.88 0.1 0.116 17.867 0.000 0.68 1.88 0.26 0.0 0.037 17.033 0.000 0.93 1.88 0.87 0.1 0.115 17.883 0.000 0.68 1.88 0.27 0.0 0.035 17.050 0.000 0.93 1.88 0.86 0.1 0.113 17.900 0.000 0.67 1.88 0.25 0.0 0.034 17.067 0.000 0.92 1.88 0.85 0.1 0.112 17.917 0.000 0.67 1.88 0.24 0.0 0.032 17.083 0.000 0.92 1.88 0.84 0.1 0.110 17.933 0.000 0.67 1.88 0.23 0.0 0.030 17.100 0.000 0.91 1.88 0.83 0.1 0.109 17.950 0.000 0.66 1.86 0.22 0.0 0.029 17.117 0.000 0.90 1.88 0.81 0.1 0.108 17.967 0.000 0.66 1.88 0.20 0.0 0.027 17.133 0.000 0.90 1.88 0.80 0.1 0.106 17.983 0.000 0.66 1.88 0.19 0.0 0.025 17.150 0.000 0.89 1.88 0.79 0.1 0.105 18.000 0.000 0.65 1.88 0.18 0.0 0.023 17.167 0.000 0.88 1.88 0.78 0.1 0.103 18.017 0.000 0.66 1.88 0.16 0.0 0.022 17.183 0.000 0.88 1.88 0.77 0.1 0.102 0.000 0.68 1.88 0.15 0.0 0.020 17.200 0.000 0.87 1.88 0.76 0.1 0.100 18.033 0.69 1.88 0.14 0.0 0.018 17.217 0.000 0.86 1.88 0.75 0.0 0.099 18.050 0.000 0.71 1.88 0.13 0.0 0.017 17.233 0.000 0.86 1.88 0.74 0.0 0.097 18.067 0.000 1.88 0.12 0.0 0.015 17.250 0.000 0.85 1.88 0.73 0.0 0.096 18.083 0.000 0.73 1.88 0.10 0.0 0.014 17.267 0.000 0.85 1.88 0.72 0.0 0.094 18.100 0.000 0.73 0.09 0.0 0.012 17.283 0.000 0.84 1.88 0.70 0.0 0.093 18.117 0.000 0.73 1.88 0.08 0.0 0.010 17.300 0.000 0.83 1.88 0.69 0.0 0.091 18.133 0.000 0.73 1.88 0.07 0.0 0.009 17.317 0.000 0.83 1.88 0.68 0.0 0.090 18.150 0.000 0.73 1.88 0.0 0.007 17.333 0.000 0.82 1.86 0.67 0.0 0.088 18.167 0.000 0.72 1.88 0.05 0.04 0.0 0.006 17.350 0.000 0.82 1.68 0.66 0.0 0.087 18.183 0.000 0.72 1.88 0.004 17.367 0.000 0.81 1.86 0.65 0.0 0.085 18.200 0.000 0.72 1.88 0.03 0.0 0.0 0.002 17.383 0.000 0.81 1.88 0.64 0.0 0.084 18.217 0.000 0.72 1.88 0.02 0.01 0.0 0.001 17.400 0.000 0.80 1.68 0.62 0.0 0.082 18.233 0.000 0.72 1.88 0.0 0.000 17.417 0.000 0.80 1.88 0.61 0.0 0.081 18.250 0.000 0.71 1.31 0.00 0.0 0.000 17.433 0.000 0.79 1.88 0.60 0.0 0.079 18.267 0.000 0.71 0.71 0.00 0.00 0.0 0.000 17.450 0.000 0.79 1.88 0.59 0.0 0.078 18.283 0.000 0.71 0.71 0.0 0.000 17.467 0.000 0.78 1.88 0.58 0.0 0.076 18.300 0.000 0.71 0.71 0.00 0OOC 17.483 0.000 0.78 1.88 0.56 0.0 0.075 18.317 0.000 0.71 0.71 0.00 0.0 0.0 0.000 17.500 0.000 0.77 . 1.88 0.55 0.0 0.073 18.333 0.000 0.70 0.70 0.00 W"I r7g j V1 r' 1 F 1 [. l F -"--i 9-1 FA r' i " Irl V WIN 6MODIFIED-PULSBASINsR0UTINGSMODELaRESULTS(1-MINUTE COMPUTAT IONi INTERVALS) --MODIFIED-PULS ----------------BASIN--- ---ROUTING MODEL RESULTS(1-MINUTE COMPUTATION'I clockNTERVti (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock tme: e MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is thaverage value during the unit interval.) MEAN CLOCK MEAN CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) ----------------------------------------------------------- FILLED (AF) (CFS) (CFS) DEPTH(FT) _(CFS)__ ----- VOLUME(AF) _________ __________________________________________________________________ 18.350 0.000 0.70 0.70 0.00 0.0 0.000 19.183 0.000 0.62 0.62 0.00 0.0 0.000 18.367 0.000 0.70 0.70 0.00 0.0 0.000 19.200 0.000 0.62 0.62 0.00 0.0 0.000 18.383 0.000 0.70 0.70 0.00 0.0 0.000 19.217 0.000 0.62 0.62 0.00 0.0 0.000 18.400 0.000 0.70 0.70 0.00 0.0 0.000 19.233 0.000 0.62 0.62 0.00 0.0 0.000 18.417 0.000 0.69 0.69 0.00 0.0 0.000 19.250 0.000 0.62 0.62 0.00 0.0 0.000 18.433 0.000 0.69 0.69 0.00 0.0 0.000 19.267 0.000 0.62 0.62 0.00 0.0 0.000 18.450 0.000 0.69 0.69 0.00 0.0 0.000 19.283 0.000 0.61 0.61 0.00 0.0 0.000 18.467 0.000 0.69 0.69 0.00 0.0 0.000 19.300 0.000 0.61 0.61 0.00 0.0 0.000 0.000 0.69 0.69 0.00 0.0 0.000 19.317 0.000 0.61 0.61 0.00 0.0 0.000 18.483 0.000 0.68 0.68 0.00 0.0 0.000 19.333 0.000 0.61 0.61 0.00 0.0 0.000 18.500 0.68 0.68 0.00 0.0 0.000 19.350 0.000 _ 0.61 0.61 0.00 0.0 0.000 10.517 0.000 0.000 19.367 0.000 0.61 0.61 0.00 0.0 0.000 18.533 O.OQO 0.68 0.68 0.00 0.0 19.383 0.000 0.61 0.61 0.00 0.0 0.000 18.550 0.000 0.6B 0.68 0.00 0.0 0.000 0.000 0.61 0.61 0.00 0.0 0.000 18.567 0.000 0.68 0.68 0.00 0.0 0.000 19.400 0.000 18.583 0.000 0.68 0.68 0.00 0.0 0.000 19.417 0.000 0.60 0.60 0.00 0.0 0.000 0.67 0.67 0.00 0.0 0.000 19.433 0.000 0.60 0.60 0.00 0.0 0.000 18.600 0.67 0.67 0.00 0.0 0.000 19.450 0.000 0.60 0.60 0.00 0.0 0.000 18.617 0.000 0.000 19.467 0.000 0.60 0.60 0.00 0.0 0.000 18.633 0.000 0.67 0.67 0.00 0.0 19.4B3 0.000 0.60 0.60 0.00 0.0 0.000 18.650 0.000 0.67 0.67 0.00 0.0 0.000 0.60 0.00 0.0 0.000 18.667 0.000 0.67 0.67 0.00 0.0 0.000 19.500 0.000 0.60 18.683 0.000 0.67 0.67 0.00 0.0 0.000 19.517 0.000 0.60 0.60 0.00 0.0 0.000 0.000 0.66 0.66 0.00 0.0 0.000 19.533 0.000 0.60 0.60 0.00 0.0 0.000 18.700 0.66 0.66 0.00 0.0 0.000 19.550 0.000 0.60 0.60 0.00 0.0 0.000 18.717 0.000 0.66 0.00 0.0 0.000 19.567 0.000 0.59 0.59 0.00 0.0 0.000 18.733 0.000 0.66 0.0 0.000 19.583 0.000 0.59 0.59 0.00 0.0 0.000 18.750 0.000 0.66 0.66 0.00 19.600 0.000 0.59 0.59 0.00 0.0 0.000 18.767 0.000 0.66 0.66 0.00 0.0 0.000 19.617 0.000 0.59 0.59 0.00 0.0 0.000 18.783 0.000 0.66 0.66 0.00 0.0 0.000 19.633 0.000 0.59 0.59 0.00 0.0 0.000 18.800 0.000 0.65 0.65 0.00 0.0 0.000 0.000 0.59 0.59 0.00 0.0 0.000 18.817 0.000 0.65 0.65 0.00 0.0 0.000 19.650 0.00 0.0 0.000 18.833 0.000 0.65 0.65 0.00 0.0 0.000 19.667 0.000 0.59 0.59 18.850 0.000 0.65 0.65 0.00 0.0 0.000 19.683 0.000 0.59 0.59 0.00 0.0 0.000 18.867 0.000 0.65 0.65 0.00 0.0 0.000 19.700 0.000 0.59 0.59 0.00 0.0 0.000 0.000 0.65 0.65 0.00 0.0 0.000 19.717 0.000 0.58 0.58 0.00 0.0 0.000 18.883 0.65 0.00 0.0 0.000 19.733 0.000 0.58 0.58 0.00 0.0 0.000 16.900 0.000 0.65 0.64 0.00 0.0 0.000 19.750 0.000 0.58 0.58 0.00 0.0 0.000 18.917 0.000 0.64 19.767 0.000 0.58 0.58 0.00 0.0 0.000 18.933 0.000 0.64 0.64 0.00 0.0 0.000 0.000 0.58 0.58 0.00 0.0 0.000 18.950 0.000 0.64 0.64 0.00 0.0 0.000 19.783 0.58 0.00 0.0 0.000 18.967 0.000 0.64 0.64 0.00 0.0 0.000 19.800 0.000 0.58 18.983 0.000 0.64 0.64 0.00 0.0 0.000 19.817 0.000 0.58 0.58 0.00 0.0 0.000 0.64 0.64 0.00 0.0 0.000 19.833 0.000 0.58 0.58 0.00 0.0 0.000 19.000 0.000 0.000 19.850 0.000 0.58 0.58 0.00 0.0 0.000 19.017 0.000 0.64 0.64 0.00 0.0 19.867 0.000 0.58 0.58 0.00 0.0 0.000 19.033 0.000 0.63 0.63 0.00 0.0 0.000 0.0 0.000 19.050 0.000 0.63 0.63 0.00 0.0 0.000 19.883 0.000 0.57 0.57 0.00 19.067 0.000 0.63 0.63 0.00 0.0 0.000 19.900 0.000 0.57 0.57 0.00 0.0 0.000 0.000 0.63 0.63 0.00 0.0 0.000 19.917 0.000 0.57 0.57 0.00 0.0 0.000 19.083 0.63 0.63 0.00 0.0 0.000 19.933 0.000 0.57 0.57 0.00 0.0 0.000 19.100 0.000 0.63 0.63 0.00 0.0 0.000 19.950 0.000 0.57 0.57 0.00 0.0 0.000 19.117 0.000 19.967 0.000 0.57 0.57 0.00 0.0 0.000 19.133 0.000 0.63 0.63 0.00 0.0 0.000 19.983 0.000 0.57 0.57 0.00 0.0 0.000 19.150 0.000 0.62 0.62 0.00 0.0 0.000 0.000 0.57 0.57 0.00 0.0 0.000 19.167 0.000 0.62 0.62 0.00 0.0 0.000 20.000 i6MODIFIED6 PULS'BASINfROUTINGiMODEL RESULTS(1-MINUTE' COMPUTATION INTERVALS): @MODIFIED-PULSEBASINi ROUTING MODEL'RESULTS(1 MINUTE COMPUTATION' INTERVALS) (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated a[ the clock time; MMEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit interval.) CLOCK TIME DEAD -STORAGE INFLOW (HRS) FILLED(AF) (CFS) --------------------------------------- 20.017 0.000 0.57 20.033 0.000 0.57 20.050 0.000 0.57 20.067 0.000 0.56 20.083 0.000 0.56 20.100 0.000 0.56 20.117 0.000 0.56 20.133 0.000 0.56 20.150 0.000 0.56 20.167 0.000 0.56 20.183 0.000 0.56 20.200 0.000 0.56 20.217 0.000 0.56 20.233 0.000 0.56 20.250 0.000 0.55 20.267 0.000 0.55 20.283 0.000 0.55 20.300 0.000 0.55 20.317 0.000 0.55 20.333 0.000 0.55 20.350 0.000 0.55 20.367 0.000 0.55 20.383 0.000 0.55 20.400 0.000 0.55 20.417 0.000 0.55 20.433 0.000 0.55 20.450 0.000 0.54 20.467 0.000 0.54 20.483 0.000 0.54 20.500 0.000 0.54 20.517 0.000 0.54 20.533 0.000 0.54 20.550 0.000 0.54 20.567 0.000 0.54 20.583 0.000 0.54 20.600 0.000 0.54 20.617 0.000 0.54 20.633 0.000 0.54 20.650 0.000 0.54 20.667 0.000 0.53 20.663 0.000 0.53 20.700 0.000 0.53 20.717 0.000 0.53 20.733 0.000 0.53 20.750 0.000 0.53 20.767 0.000 0.53 20.783 0.000 0.53 20.800 0.000 0.53 20.817 0.000 0.53 20.633 0.000 0.53 CLOCK MEAN MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) _________________________ _____________________________________ 0.000 ___________________________________________________ 20.850 0.000 0.53 0.53 0.00 0.0 0.000 0.57 0.00 0.0 20.867 0.000 0.53 0.53 0.00 0.0 0.000 0.57 0.00 0.0 0.000 20.883 0.000 0.52 0.52 0.00 0.0 0.000 0.57 0.00 0.0 0.000 20.900 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 20.917 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 20.933 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 20.950 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 20.967 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 20.983 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 21.000 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.00.000 21.017 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 21.033 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 21.050 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 21.067 0.000 0.52 0.52 0.00 0.0 0.000 0.56 0.00 0.0 0.000 21.083 0.000 0.52 0.52 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.100 0.000 0.52 0.52 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.117 0.000 0.52 0.52 0.00 0.0 0.000 0.55 0.00 0.00.000 21.133 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.150 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.167 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.183 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.00.000 21.200 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.217 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.233 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.250 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.267 0.000 0.51 0.51 0.00 0.0 0.000 0.55 0.00 0.0 0.000 21.283 0.000 0.51 0.51 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.300 0.000 0.51 0.51 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.317 0.000 0.51 0.51 0.00 0.0 0.000 0.54 0.00 0.00.000 21.333 0.000 0.51 0.51 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.350 0.000 0.51 0.51 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.367 0.000 0.51 0.51 0.00 0.0 0.000 0.54 0.00 0.00.000 21.383 0.000 0.51 0.51 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.400 0.000 0.50 0.50 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.417 0.000 0.50 0.50 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.433 0.000 0.50 0.50 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.450 0.000 0.50 0.50 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.467 0.000 0.50 0.50 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.463 0.000 0.50 0.50 0.00 0.0 0.000 0.54 0.00 0.0 0.000 21.500 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.517 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.533 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.550 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.567 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.583 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.600 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.617 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.633 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.650 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 0.000 0.50 0.50 0.00 0.0 0.000 0.53 0.00 0.0 0.000 21.667 aMODIFIED-PULSvBASINmROUTING`MODELaRESULTS(1 MINUTEaCOMPUTATION INTERVALS `MODIFIED-PULSvBASIN zROUTING sMODEL IRESULTS (1'MINUTEaCOMPUTATION the time (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time: MEAN OUTFLOW is the average value during the unit interval.) MEAN OUTFLOW is the average value during the unit in[erva1.) MEAN DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ------------------------------------------------------- 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 A.000 0.46 0.46 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 MEAN CLOCK CLOCK TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE TIME (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) (HRS) _________________ __________________________________________________________________ 21.683 0.000 0.49 0.49 0.00 0.0 0.000 22.516 21.700 0.000 0.49 0.49 0.00 0.0 0.000 22.533 21.717 0.000 0.49 0.49 0.00 0.0 0.000 22.550 21.733 0.000 0.49 0.49 0.00 0.0 0.000 22.566 21.750 0.000 0.49 0.49 0.00 0.0 0.000 22.583 21.767 0.000 0.49 0.49 0.00 0.0 0.000 22.600 21.783 0.000 0.49 0.49 0.00 0.0 0.000 22.616 21.800 0.000 0.49 0.49 0.00 0.0 0.000 22.633 21.817 0.000 0.49 0.49 0.00 0.0 0.000 22.650 21.833 0.000 0.49 0.49 0.00 0.0 0.000 22.666 21.850 0.000 0.49 0.49 0.00 0.0 0.000 22.683 21.867 0.000 0.49 0.49 0.00 0.0 0.000 22.700 21.883 0.000 0.49 0.49 0.00 0.0 0.000 22.716 21.900 0.000 0.49 0.49 0.00 0.0 0.000 22.733 21.917 0.000 0.49 0.49 0.00 0.0 0.000 22.750 21.933 0.000 0.49 0.49 0.00 0.0 0.000 22.766 21.950 0.000 0.49 0.49 0.00 0.0 0.000 22.783 21.967 0.000 0.49 0.49 0.00 0.0 0.000 22.800 21.983 0.000 0.48 0.48 0.00 0.0 0.000 22.816 22.000 0.000 0.48 0.48 0.00 0.0 0.000 22.833 22.017 0.000 0.48 0.48 0.00 0.0 0.000 22.850 22.033 0.000 0.48 0.48 0.00 0.0 0.000 22.866 22.050 0.000 0.48 0.48 0.00 0.0 0.000 22.883 22.067 0.000 0.48 0.48 0.00 0.0 0.000 22.900 22.063 0.000 0.48 0.48 0.00 0.0 0.000 22.916 22.100 0.000 0.48 0.48 0.00 0.0 0.000 22.933 22.117 0.000 0.48 0.48 0.00 0.0 0.000 22.950 22.133 0.000 0.48 0.48 0.00 0.0 0.000 22.966 22.150 0.000 0.48 0.46 0.00 0.0 0.000 22.983 22.167 0.000 0.48 0.48 0.00 0.0 0.000 23.000 22.183 0.000 0.48 0.48 0.00 0.0 0.000 23.016 22.200 0.000 0.48 0.48 0.00 0.0 0.000 23.033 22.216 0.000 0.48 0.48 0.00 0.0 0.000 23.050 22.233 0.000 0.48 0.48 0.00 0.0 0.000 23.066 22.250 0.000 0.48 0.48 0.00 0.0 0.000 23.083 22.266 0.000 0.48 0.48 0.00 0.0 0.000 23.100 22.283 0.000 0.48 0.48 0.00 0.0 0.000 23.116 22.300 0.000 0.47 0.47 0.00 0.0 0.000 23.133 22.316 0.000 0.47 0.47 0.00 0.0 0.000 23.150 22.333 0.000 0.47 0.47 0.00 0.0 0.000 23.166 22.350 0.000 0.47 0.47 0.00 0.0 0.000 23.183 22.366 0.000 0.47 0.47 0.00 0.0 0.000 23.200 22.383 0.000 0.47 0.47 0.00 0.0 0.000 23.216 22.400 0.000 0.47 0.47 0.00 0.0 0.000 23.233 22.416 0.000 0.47 0.47 0.00 0.0 0.000 23.250 22.433 0.000 0.47 0.47 0.00 0.0 0.000 23.266 22.450 0.000 0.47 0.47 0.00 0.0 0.000 23.283 22.466 0.000 0.47 0.47 0.00 0.0 0.000 23.300 22.483 0.000 0.47 0.47 0.00 0.0 0.000 23.316 22.500 0.000 0.47 0.47 0.00 0.0 0.000 23.333 MEAN DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ------------------------------------------------------- 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.47 0.47 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 0.000 0.46 0.46 0.00 0.0 0.000 A.000 0.46 0.46 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 0.000 0.45 0.45 0.00 0.0 0.000 Iry US r'l I' ll V-1 r .. l U-1 Irr..l U l 1"....,1 r,l w'j Val ______________________________________________________________________r___ MODIFIED -PULS BASIN ROUTING MODEL RESULTS(1-MINUTE COMPUTATION INTERVALS): (Note: Computed EFFECTIVE DEPTH and VOLUME are estimated at the clock time; MEAN OUTFLOW is the average value during the unit interval.) CLOCK MEAN TIME DEAD -STORAGE INFLOW LOSS EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) (CFS) DEPTH(FT) (CFS) VOLUME(AF) ---------------------------------------------------------------------------- 23.350 0.000 0.45 0.45 0.00 0.0 0.000 23.366 0.000 0.45 0.45 0.00 0.0 0.000 23.383 0.000 0.45 0.45 0.00 0.0 0.000 23.400 0.000 0.45 0.45 0.00 0.0 0.000 23.416 0.000 0.45 0.45 0.00 0.0 0.000 23.433 0.000 0.45 0.45 0.00 0.0 0.000 23.450 0.000 0.44 0.44 0.00 0.0 0.000 23.466 0.000 0.44 0.44 0.00 0.0 0.000 23.483 0.000 0.44 0.44 0.00 0.0 0.000 23.500 0.000 0.44 0.44 0.00 0.0 0.000 23.516 0.000 0.44 0.44 0.00 0.0 0.000 23.533 0.000 0.44 0.44 0.00 0.0 0.000 23.550 0.000 0.44 0.44 0.00 0.0 0.000 23.566 0.000 0.44 0.44 0.00 0.0 0.000 23.583 0.000 0.44 0.44 0.00 0.0 0.000 23.600 0.000 0.44 0.44 0.00 0.0 0.000 23.616 0.000 0.44 0.44 0.00 0.0 0.000 23.633 0.000 0.44 0.44 0.00 0.0 0.000 23.650 0.000 0.44 0.44 0.00 0.0 0.000 23.666 0.000 0.44 0.44 0.00 0.0 0.000 23.683 0.000 0.44 0.44 0.00 0.0 0.000 23.700 0.000 0.44 0.44 0.00 0.0 0.000 23.716 0.000 0.44 0.44 0.00 0.0 0.000 23.733 0.000 0.44 0.44 0.00 0.0 0.000 23.750 0.000 0.44 0.44 0.00 0.0 0.000 23.766 0.000 0.44 0.44 0.00 0.0 0.000 23.783 0.000 0.44 0.44 0.00 0.0 0.000 23.800 0.000 0.44 0.44 0.00 0.0 0.000 23.816 0.000 0.44 0.440.00 0.0 0.000 23.633 0.000 0.44 0.44 0.00 0.0 0.000 23.850 0.000 0.44 0.44 0.00 0.0 0.000 23.866 0.000 0.44 0.44 0.00 0.0 0.000 23.883 0.000 0.43 0.43 0.00 0.0 0.000 23.900 0.000 0.43 0.43 0.00 0.0 0.000 23.916 0.000 0.43 0.43 0.00 0.0 0.000 23.933 0.000 0.43 0.43 0.00 0.0 0.000 23.950 0.000 0.43 0.43 0.00 0.0 0.000 23.966 0.000 0.43 0.43 0.00 0.0 0.000 23.983 0.000 0.43 0.43 0.00 0.0 0.000 24.000 0.000 0.43 0.43 0.00 0.0 0.000 24.016 0.000 0.39 0.39 0.00 0.0 0.000 24.033 0.000 0.30 0.30 0.00 0.0 0.000 24.050 0.000 0.22 0.22 0.00 0.0 0.000 24.066 0.000 0.13 0.13 0.00 0.0 0.000 24.083 0.000 0.04 0.04 0.00 0.0 0.000 ---------------------------------------------------------------------------- PROCESS SUMMARY OF STORAGE: INFLOW VOLUME - 1.465 AF BASIN STORAGE - 0.000 AF (WITH 0.000 AF INITIALLY FILLED) OUTFLOW VOLUME - 0.009 AF LOSS VOLUME - 1.457 AF END OF FLOODSCx ROUTING ANALYSIS L� r N APPENDIX E Report of Soil Percolation Rate H, H, A SOILS SOUTHWEST, INC. SOILS, MATERIALS AND ENVIRONMENTAL ENGINEERING CONSULTANTS 897 VIA LATA, SUITE N • COLTON, G 92324 • 0-0474 (909) 370-0481 FAX (909) 370-3156 �* Report of Soil Percolation Rate for WOMP BMP Design [Using Double -Ring Infiitrometer Test (ASTM D 3365-03)] Proposed Apartment Complex 7806, 7834 S 7844 Sierra Avenue Fontana, California APN: 0190-141-04, 09 810 fir Project No. 09014 -BMP June 30. 2009 Prepared for Palm Desert Development Company P.O. Box 3958 Palm Desert, California 92261 Euahlished 1 JR4 ZZO/ti00'd Steil OZ:Zt 600Z/OE/80 891.E OLE WS 100 MS S'1I0S:ww-4 SOILS SOUTHWEST, .INC. SOILS, MATERIALS AND ENVIRONMENTAL ENGINEERING CONSULTANTS 697 VIA LATA, SUITE N * COLTON, CA 92324 - (909) 370-0474 - (909) 370-0461 - FAX (909) 370-3156 June 30, 2009 Project No. 09014 -BMP Palm Desert Development Company P.O. Box 3858 Palm Desert, California 92261 Attention: Mr. Jeff Tartaglino Subject: Report of Soil Percolation Rate for WCIMP BMP Design [Using Double -Ring lnfiltrometer Test (ASTM D 33185-03)j Respectfully submitted, Proposed Apartment Complex }, 7806, 7834 & 7844 Sierra Avenue •'�, Fontana, California APN: 0190-141-04, 09 & 10 P Moloy Gupta, R E 317 im Ref: Preliminary Site Plan provided by RBF Consultants Gentlemen: Presented herewith is the report of soil percolation testing using Double -Ring Infiltrometer (APN: 0190-141-04, 09 & 10) for WQMP-BMP design for the subject project described. The approximate percolation test locations (P-1 and P-2), along with the exploratory logs are attached. Log of deep borings (B-1 to 8-6) conducted during Geotechnical investigations are also Included. The observed in-situ soil percolation rate Is established -as per ASTM Test Standard by using the "Double -Ring infiltrometer" test method. The soils encountered primarily consist of upper gravely medium to coarse dry to damp sands with rock fragments, and rocks to 3", along with with numerous cobbles and scattered small boulder to the maximum depth of 4 feet explored, Based on in-situ soil percolation testing conducted at the approximate locations, P-1 and P-2 as 1P shown on Plate 1, it is our opinion that for WQMP.BMP design in form of detention basin or ilk filtration trench, a soil percolation rate in average of 2.0 millimeters per minute may be considered. This report has been substantiated by subsurface explorations and mathematical analysis made in accordance with the generally accepted engineering principles, including those soil percolation testing considered necessary in the circumstances. We offer no other warranty, express or implied. Should you have any questions regarding this report, please call the undersigned at your convenie ,•-- ZZ13/900'd 51911 OZIZL SOOVOE190 99LE OLE 808 John Flippin .lsgAn1f1Qs swas : woa-4 Respectfully submitted, �4vI�t��rot,��,. Soils Southwest, Inc. •'�, Moloy Gupta, R E 317 Exp. 12-31-10 Distl5-addressee NIV ^ C. Ealahll�l�ec1 1 JR4 ZZ13/900'd 51911 OZIZL SOOVOE190 99LE OLE 808 John Flippin .lsgAn1f1Qs swas : woa-4 'IN Palm Desert Devetapnwnlerm Ave.. Fontana 09014 -BMP 1. DESCRIPTION OF THE SITE AND SURROUNDINGS a. Location: 7806, 7834 & 7844 Sierra Avenue, Fontana, California. The near rectangular shaped site is currently vacant and unimproved. In general, the site is bounded by vacant parcels on the west, by Sierra Avenue on the east by residential properties on the north and by apartments on the south. With the exception of seasonal weeds, several trees along the north property line, and scattered debris; no other significant features were noted. b. Existing Structure(s): None c. Vegetation: seasonal weed d. Topography. Overall vertical relief within the property is currently unknown. Sheet flow from Incidental rainfall tends to flow towards the southwest. e. Outcropping: None detected. f. Groundwater. No groundwater was encountered within the maximum 21 feet depth (B-4) as was PM explored during site specific geotechnical investigation. i " g. Weather. upper 90s, sunny h. Other Features affecting Proposed Disposal System: There are no obvious features such as of slope Instebli ty, cracks an soil profile, suspected Infiltration galleries or old mines and/or tunnel, excessive grading, etc., that may affect the disposal system planned. 2.0 . EauIPMEPrr USED: The equipment used for excavation was a sldp4oader equipped with a 8 foot wide bucket. Water used during percolation testing was water containers. Others used were: o Double Ring Infiltrometer of 12 Inch diameter and 24 inch diameter o Shovel (flat head) o Mallet4lke small sledge hammer o Metal cross -plate for evenly spacing and hammering rings into ground o 2-3 ft. length Y x V timber (for protecting plate while hammering in rings) o Measuring rod graduate (230mm floating ruler) o Stopwatch o Bucket of water (maintain water levels) ® o Umbrella for shade Page 3 Jurm 30.2009 ZZO/80O'd Wit LZ:ZL BOOZ/OE/60 99LE OLE 606 183ARulas S'lIus: aroaj y Palm DOW DevebpmenV Slerre Ave. Faftm 09014 -BMP Conclusion: s� Based on in-situ soil percolation testing by using the 'Double -Ring Infiltrometer° test method it is our opinion that the observed minimum soil p percolation flow rate of 2.0 millimeter/min may be considered for the BMP Detention/FilMation Basin design. The recommendations supplied are based on the in-situ testing conducted for the soils conditions as exposed at the locations and the a" test date as described. During construction, in event the soils explored appear considerably different from those as described herein, it will be the responsibility of the installing contractor to notify Soils Southwest for revised disposal system design rate and recommendations. It should, however, be noted that the wide discrepancy in soil percolation test data as observed is due to the excessive presence of protruding cobbles and rocks that were encountered during Ming Infiitrometer installation.. WN No P" v O. Pa as 60 Pi in PO s. ■M IN Page b June 30, 2009 SSW UG000'd 9194 IZ:ZI BOWDE/90 891E OLE BOB 1swulOs suavvio-+.4 �,. Palm Desert Development/ Siena Ave, Fontana 09014 -BMP PLOT PLAN AND TEST LOCATIONS (Schematic, Not ScWe) se 5-73-1 Ip —711 :. Ow �- Legend; ■ P-1 Approximate Location of Exploratory Test Borings B-1 Approximate Location of Deep Borings conducted during �. Geotechnical Investigations. Plate 1 r WIN r ON Page 7 June 30, 2009 SSW ." Wir """ ZZO/B00•d SIM MU BOOZ/OE/BO 99te OLE BOB IMAN.M S'IIQS310J.4 r A r, rrr M F Palm Dawd Development/ Siena Ave, Fontana Page 8 LOG OF TEST EXPLORATIONS June 30, 2009' ZZOMB'd 9t99 Wal. SOMME/90 SME OLE 806 09014 -BMP SSW ls3l9H os su(js;'ufuj 19 15 Solis Southwest, Inc. 897 Via Lata, suite N Colton, CA 92324 (909) 370-0474 Fax (909) 370-3166 LOG OF BORING B-1 Pro eft: Palm Desert Development Job No.: 09014-7 Logged : John I Barin Diem.: an I Date: 21 Apr 09 19 15 8 REE E a Description and Remarks 12 LIP .;; Tilled weeds Sand - Lt bra, slightly silty, fins to mad. coarse, pebble, nock frog., *cc. rock 1■ -10, dry (Dias 115 pof a 10.0%) 2.0 118 94 2 GP -SP ?:'• ey'�;� - Lt gray bra, gravely, mad_ to coarse, rock frag., rook 1"-30 4 ; ;r:;: �e • Y 41t 68 .. fig - Occ. cobble 6 3.0 115 92 W :W. ' Damp .i: 10 72 Lt gray ben, gravely, mad. to coarse, rock frag., rock 1•-1•, wobble, dry to '••.1�;dszW 12 T� 3: Groundwater. None Site Location Plate # Approx. Depth of Bedrock: Nome Datum: N/A 7806, 7834 a 7844 Sierra Ave Elevatlon: N/A 8ontaua *'" ® SW Wld P.Watlw, test a 13t.41dUmb,amoo ® CaYfamla sampler MW �" ZZO/tl0'd 819A �Z�Z� 600Z/0E/90 991E OLE BOB lS3AHHW SMOS310-43 No MW dn as wr am am to Wo r. so .- im Soils Southwest, Inc. 897 Via Lata, suite N Colton, CA 92324 (909) 370-0474 Fact (909) 370-3156 LOG OF BORING B-1 Project: Palm Desert Development Job No.: 09014-F Lo ed By: John r Boring Diam.:. 8" Date: a1 Ar o9 5 ameIL c4 E o8 v = Descrlpdan and Remarks 50 .�..� - :: 14 16 - Abn-don 0 16t due to reaietmwe to rock No bedroak No gzouadrater 18 20 22 24 26 28 �" ZZOMO'd MI WZL 800Z/0£/90 99LE OLE 608 193igMUS SWUSMIJ-4 we AM As ®M er ,rr er ON 4M esr As Soils Southwest, Inc. 897 via Lata, Suite N Colton, CA 92324 (909) 370-0474 Fax (909) 370-3156 LOG OF BORING B-2 ProAct: Palm Desert Development Job No.: 09014-F Logged By: Jobe I Boring Want.: an I Date: 21 A r 09 IIIaDescreptlon Groundwater. None Site Location Plate # IIIaDescreptlon Datum: N/A and Remarks Etevatton: N/A 8oatana ;,. Tilled needs Saad - Lt bra, gravely, alightly silty, tine to mad. coarse, rock tsag., rock 1■, dry ;? a J. •�... r Lt brn, gravely, trace silt, mad. to coarse, rock !'rag., rock 10-20, dry to 31 4 3.0 124 96 . y :� . ..1 - Lt bra, avel , coarse, rock gra 9r y g. , rook, cobble, dry to daalp 6 t. rrei g 52 50 .� ►,�. Lt bra, gravely, mod. coarse to coarse, rock lrag., rock 10-2e, damp 12 Groundwater. None Site Location Plate # Approx. Depth of Bedrock: Hone Datum: N/A 7806, 7834 & 7844 Sierra Ave Etevatton: N/A 8oatana ..■ ® Standard pensbu&m test ® BuWGrab sample CaDlomle sampler rrx _ "" Z�0/E10'd 81911 Zz:Z1 6002/0E/90 991E OLE BOB 1S3NRMS TUQSOao-+-4 N 3 N d P y d 0 r E 8 0 P w w Soils Southwest, Inc. 897 via Late, sulte N Colton, CA 92324 (909) 370-0474 Fax (909) 370-3156 LOG OF BORING B-2 Pro Act; Palm Desert Development Job No.: 09014-P Logged By: John I Baring Dlam.: so I Date: 21 A r 09 ft, w '"` Z UN W ' d U911 W a L 6002/08 /90 9918 OLE 808 183ARMOS S'IIOS MU -4 a ,L 01A, In s Description and Remarks 14 :r. .;� • _:: 16 _ Cobble 50 '*• •� - Lt gray bra, gravely, coarse, rock Crag., rock, cobble, dry to damp - Md of boring ® 211 No bedrock 22 No groundwater 24 26 26 ft, w '"` Z UN W ' d U911 W a L 6002/08 /90 9918 OLE 808 183ARMOS S'IIOS MU -4 ,.. of M. ON SM eti AW ... No rw eo am rr er rm Soils Southwest, Inc. 897 Via Lata, Suite N Colton, CA 92324 (909) 370-0474 Fax (909) 370-3166 LOG OF BORING B-3 Proeat Palm Desert DevelopMent Job No.: 09014-F Logged Jobs Boris Main.: 8 Date: 2 Apr o9 Groundwater. none Site Location Plate # Approx. Depth of Bedrock: stone B Description and Remarks Elevation: w A Fontana _Bp ; ;• Tilled woods Band - Lt bra, gravely, trace silt, fine to �..� coarse, rock f=ag., dry to damp Z .. sp 13•x: :�iTi • ' 4 OF - Lt bra, gravely, mod. coarse to coarse, 2.0 124 99 rock frag., rock 1"-30, ace. cobble, damp JULM or. .is Ty 6 *akA. 4.5 124 98 �,•• - Brn; gravely, mod. to coarse, rock frag., .•e�t4 i !Yi rock 1■ -30, coo. cobble, damp Yom: •k! 10 52 .��'!: 12 Groundwater. none Site Location Plate # Approx. Depth of Bedrock: stone Datum: W/A 7806, 7834 & 7844 Sierra Ave Elevation: w A Fontana ^-• ® 8W dend penefrM. lase ® BWki0rob e ® Vamomw sampor er "" ZZ0/9�0'd 9t8# ZZ�ZL 6002/08/90 9918 OLE 606 12ARMS S'QOS:00J.4, err MR r p N W e� rrr '"" MOMU'd 9191E WEL 6002/09/80 991E OLE 606 1S3AHHW SUOVULUd Soils Southwest, Inc: 897 Via Leta, Suite N Colton, CA 92324 (909) 370-0474 Fax (909) 370-3156 LOG OF BORING B-3 Project: Palm Desert Development Job No.: 09014-F Logged By: John I Boring Dlam.: 8° I Date: 21 Apr 09 c I d t s 9.5a I a' A Description and Remarim 50 f 14 - Gray bra, gravely, trace silt, coarse, rock frog., rock 10-20, cobble 16 - and of boring a' 15.75' No bedrock No groundwater is 20 22 24 26 2e WM +w AW M M ,., Groundwater. None a� �ocasavn Approx. Depth of Bedrock: Noone ' Datum: N/A 7806, 7834 b 7844 Sierra Ave Elevation: N/A rontaaa 8tandwd psaetratlon tost ® BulWra4 nmpb ® ca WMU OMPwr wsr EMMU'd USS ZZ:ZI B00Z/0E/90 BaE OLE BOB 1SM"iflQS S"lIOS : W -J,4 Soils Southwest, Inc. 897 Via Lata, Suits N Colton, CA 92324 LOG OF BORING B-4 (909) 370.0474 Fax (909) 370-3166 Deserfptton and Remarks Project Palm Desert Develo at Job No.: 09014-F n L ed BY: John Bonn Maw s° Date: 21 Apr 09 ,., Groundwater. None a� �ocasavn Approx. Depth of Bedrock: Noone ' Datum: N/A 7806, 7834 b 7844 Sierra Ave Elevation: N/A rontaaa 8tandwd psaetratlon tost ® BulWra4 nmpb ® ca WMU OMPwr wsr EMMU'd USS ZZ:ZI B00Z/0E/90 BaE OLE BOB 1SM"iflQS S"lIOS : W -J,4 Deserfptton and Remarks a !• --do sand - Lt gray bra to It bra, gravely, trace . silt, fine to med. coarse, rock frag., rock Ip, dry 2 •:: ie ; - Lt bra to bra, gravely, trace silt, mod. to coarse, rock frag., rock -10-2■, dry to damp 4 Oki 35 i • . !^^ 6 s;slG: � WW. 8 71 irrwlyr♦ M, •'�'• : •ilk • It -bra, gravely, coarse, rock frag., rock, *cc. cobble - Lt bra, gravely, trace silt, mad. to coarse, rock frag., rock 19-20, cobble, damp 10 12 ,., Groundwater. None a� �ocasavn Approx. Depth of Bedrock: Noone ' Datum: N/A 7806, 7834 b 7844 Sierra Ave Elevation: N/A rontaaa 8tandwd psaetratlon tost ® BulWra4 nmpb ® ca WMU OMPwr wsr EMMU'd USS ZZ:ZI B00Z/0E/90 BaE OLE BOB 1SM"iflQS S"lIOS : W -J,4 "a �. EEO/910'd 9196 Wal 600E/09/90 9916 us BOB 183ARM SUMIKU3 *S Solis Southwest, Inc. 897 via rata, suite N Colton, CA 92324 LOG OF BORING B'-4 (909) 370-0474 Fax (908) 370-3168 Descriptlon and Remarks Pro6ct: Palm Desert Development Job No.: 09014-F Logged Jobn Bonn Diem.: I Date: 21 Apr 09 "a �. EEO/910'd 9196 Wal 600E/09/90 9916 us BOB 183ARM SUMIKU3 *S o Descriptlon and Remarks 50 2.5 114 98 . f• f •:::.i J ���' *. s 14 _ color change to gray bsn i6 29 10 - End of boxing O 119 No bedrock No groundwater 22 1s as 18 Lj "a �. EEO/910'd 9196 Wal 600E/09/90 9916 us BOB 183ARM SUMIKU3 0 w 8 y r d 0 E 0 d E 8 Soils Southwest, Inc. 897 Via Lata. Suits N Colton, CA 92324 (809) 370-0474 Fax (909) 370.3166 LOG OF BORING B-5 Pro ect: Palm Desert DevelOPIMPUt I Job No.: 09014-P Logged By: soba I Borin Dim.: I Date: 21 Apr 09 o`o a UPS : 11 .� Datum: N/A Description and Remarks Elevation: N/A Fontana Tilled seeds sp =: Sana - Lt gray bzn, Slightly silty, time to mad. coarse, scat. rook crag., Beat. rock 18, dry 1 28 2.5 124 98 ap-gp :' _ Lt bra, gravely, med. to coarse, rock d lrag., rock 1•-20, chap «i7 e -Los 8 53 .; A br 10 11 U * 4 .. - Lt bra, gravely, coarse, rock, occ. cobble Groundwater: None Site Location Plate Approx. Depth of Bedrock: None Datum: N/A 7806, 7834 s 7844 Sierra Ave Elevation: N/A Fontana 8twubw pWetrafta tact Bu. kfGmb mmpba ® caftmNa WMPW ars "'" UO/Bt0'd U91 mat 600Z/0£/90 894E OLE BOB 1S311waS STOS: aCU-4 "m ei "M ee rrw do 0 on we E Solis Southwest, Inc. 897 via Lata, Suite N Colton, CA 92324 (909) 370-0474 Fax (909) 3703156 LOG . OF BORING B-5 Pro0d: Palm Desert Deval a at Job No.: 09014-F Logbed Jobn I Boring Diam.: 8" Date: 21 A r 09 �. ZZO/OZO•d 990 EZIZI BOOZ/O8/90 991.E OLE 9O6 ON 1S310 RHOS SUBS:00-4-4 S bIL o5 'Cci 1=11 I s Descrlptlon and Remadcs 50 .i ' �p s!u� •: �•_ 14 - gray bra, gravely, trace silt, rock frag., took 10-20, cobble, drr to 16 _ Mad of boring 0 15.75, so bedrock .8o gronadvater 18 20 22 24 26 ae �. ZZO/OZO•d 990 EZIZI BOOZ/O8/90 991.E OLE 9O6 ON 1S310 RHOS SUBS:00-4-4 0 M E y as MR Wo d 0 d 0 M 3 0 E Soils Southwest, Inc. 897 via Lata, suite N Colton, CA 92324 (908) 370-0474 Fax (909) 370-3166 LOG OF BORING B-6 Pro eCtr palm Desert Development Job No.: 09014-F Logged By: John Boring Diam.: an I Date: al Apr 09 a Sfie Locatlgn � Approx. Depth of Bedrock: Mone t Datum: N/A Description and Remarks 11 23 41 EleVatiOn: X/A goat sp z Tilled meds sand - Lt grey bra, slightly silty, gine to zed. coarse, rook frog., dry - Scat. soak 1°-20 2 4 QP -sr -W i �• �- N.i A .i:. .i - Lt bra, gravely, mod. coarse to coarse, rock frag., rock 14-20, dant/ - occ. cobble - and of boring ! 11' No bedrock No grotmdvater 6 8 10 12 Groundwater. mane Sfie Locatlgn Plata # Approx. Depth of Bedrock: Mone Datum: N/A 7806, 7834 a 7844 Sierra Ave EleVatiOn: X/A goat M ® Standard penahaft test ® BurklGrab sample B Ca6fomia sampler ea """ MAEO'd 0511 EF"at M/OE/90 99LE OLE 608 1S314H1IZQS SM09:00-A RM INS Palm Desert Developmerd/ Sierra Ave, Fontana er -a PROFESSIONAL LIMITATIONS 09014 -BMP �• Our investigation was performed using the degree of care and skill ordinarily exercised, under similar circumstances by other reputable Soils Engineers practicing in these general or similar localities. No other *' warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. The investigations are based on soil samples only, consequently the recommendations provided shall be considered'prellminary'. The samples taken and used for besting and the observations made are believed representative of site conditions; however, soll and gsplggic conditions can vary significantly between boring. As in most major projects. conditions revealed by excavations may vary with preliminary findings. If this occurs, the changed conditions must be evaluated by the Project Soils Engineer and designs adjusted as required or alternate design recommended. The report is issued with the understanding that It is the responsibility of the owner, or of his representative, to ensure that the information and recommendations contained herein are brought to the attention of the project architect and engineers. Appropriate recommendations should be incorporated into structural plans. The necessary steps should be taken tq see that out such recommendations in field. The findings of this report are valid as of this present date. However, changes In the conditions of a Property can occur with the passage of time, whether they due to natural process or the works of man on this or adjacent properties. In addition, changes in applicable or appropriate standards may occur from legislation or broadening of knowledge. Accordingly, the findings of this report may be Invalidated wholly or partially by change outside of our control. Therefore, this report is subject to review and should be updated ■- after a period of one year. RECOMMENDED SERVICES The review of grading plans and specifications, field observations and testing by a geotechnical representative of this office is integral pert of the conclusions and recommendations made In this report If Soils Southwest, Inc. (SSW) is not retained for these services, the Client agrees to assume SSW's �•. responsibility for any potential claims that may arise during and after construction, or during the life -time use of the structure and its appurtenant The recommendations supplied shbuid be considered vapd and applicable, provided the following conditions, in minimum, are met: 1. Pre -grade meeting with contractor, public agency and soils engineer, U. Excavated bottom Inspections and verification s by soils engineer prior to backfill placement, �. ill. Continuous observations and testing during site preparation and structural fill Solis placement, IV. Observation and inspection of footing trenching prior to steel and concrete placement. V. Subgrade verifications including plumbing trench backfills phor to concrete slab -on -grade placement, vt. On and off-site utility trench backfill testing and verifications, vii. Precise -grading plan review, and Viii. Consultations as required during construction, pr upon your request. Soils Southwest, Inc. will assume no responsibility for any structural distresses during its life- time use; in event the above conditions are not strictly fulfilled. MM Page 9 June 30, 2009 SSW rw WN ZZO/230'd 9191 EZ:91 60OZ/0E/90 991E OLE 606 1S3111.111(iOS S-II0S:ao-J-4 7,