Loading...
HomeMy WebLinkAboutSan Sevaine Creek Channel 1 SAN SEVAINE CREEK CHANNEL AND E FOOTHILL BLVD. STORM DRAIN JUNCTION ANALYSIS 1 BY: HALL & FOREMAN, INC. 3170 REDHILL AVE COSTA MESA, CA. 92626 (714) 641-8777 0 r FOOTHILL BLVD. HYDRAULIC ANALYSIS L L C I -- -- . 1 ==----- - - -=- =---- HYDRAULIC ELEMENTS - I PROGRAM PACKA6E ~~ ==__ ______===_ ______========______=___ ____ < < < < ( < < ( < < < < < < < < < < < < < ( < < ( < < < < < ( < < < < ( < <> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > II (C) Cooyright 1982 Advanced Engineering Software [AES] Especially prepared for: 0I HALL & FOREMAN, INC. < < < < < ( < < < < < < < < < < < < < < < < < < < < < < < < < < ( < < < < < > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> > >> > C <<<<<<< << <<<<<<(<<<<<<<<<<<<<<<<<<<<< > >>>>>>>>>>>>>> Advanced Enoineering Software [AES] SERIAL No. A0479A C REV. 2.0 RELEASE DATE:12/30/82 < <\ << < < << < < < < << << << < << < << (< << < < < < << < <<> > >> >>> > >> >> >> >> >>> >> >>> >> > > > >> >> >> >> > **********DESCRIPTION OF RESULTS******************************************** �R * FOOTHILL BLVD STORM DRAIN * �� ~~ * STATION 3+10.70 - 4+10.00 * * JN 3614 , 1/31/87 * **************************************************************************** **************************************************************************** GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: i CONSTANT CHANNEL SLOPE(FEET/FEET) = .01)060 CHANNEL LENGTH(FEET) = 99.30 �� �' CONSTANT CHANNEL FLOW(CFS) = 1157. 23 -~ CONSTANT CHANNEL FRICTION FACTOR(MANNING) = .014000 ASSUMED CHANNEL CONTROL DEPTH(FEET) = 10.78 II MAXIMUM NUMBER OF INTERVALS IN PROFILE = 20 ‘ CONSTANT CHANNEL BASEWIDTH (FEET> = 12.00 CONSTANT CHANNEL "Z" FACTOR = 0.0000 NORMAL DEPTH(FEET) = 4.57 CRITICAL DEPTH(FEET) = 6.61 n� DOWNSTREAM CONTROL ASSUMED DEPTH(FT) = 10.78 II -------- - -- GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: DISTANCE FROM FLOWDEPTH VELOCITY SPECIFIC PRESSURE+ II CONTROL(FT) (FT) (FT/SEC) ENERGY(FT> MOMENTUM(POUNDS) 0.000 10.780 8.943 12.023 63570.14 16.132 10.572 9.119 11.864 62299.11 32. 055 10. 363 9. 303 1,.708 61076.55 �� 4 7.749 10.155 9. 494 11. 555 59903.44 63.189 9.946 9.693 11.406 58780.85 �� 78. 349 9. 738 9.900 11.261 57709. 92 �� *� 93.198 9.529 10.117 11.119 56691.92 99.300 9.441 10.211 11.061 56279.68 c * * * * * * * ** *DESCRIPTION OF RESULTS************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * FOOTHILL BLVD STORM DRAIN * * STATION 4 +10 - 4 +40.00 * * JN 3614 , 1/31/87 * ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: pi iii CONSTANT CHANNEL SLOPE(FEET /FEET) = .046300 CHANNEL LENGTH(FEET) = 30.00 E CONSTANT CHANNEL FLOW(CFS) = 1157.23 CONSTANT CHANNEL FRICTION FACTOR(MANNING) = .014000 ASSUMED CHANNEL CONTROL DEPTH(FEET) = 9.44 MAXIMUM NUMBER OF INTERVALS IN PROFILE = 10 to CONSTANT CHANNEL BASF_WIDTH(FEET) = 12.00 CONSTANT CHANNEL "Z" FACTOR = 0.0000 NORMAL DEPTH(FEET) = 2.76 r CRITICAL DEPTH(FEET) = 6.61 DOWNSTREAM CONTROL ASSUMED DEPTH(FT) = 9.44 .... G RADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: ^ - - - -- k., DISTANCE FROM FLOWDEPTH VELOCITY :PEC:FIC PRESSURE* is CONTROL(FT) (FT) (FT/SEC) T /SEC) ENERGY (�= T) ;*MOMENTUM ( POUNDS ) iii k . � 9.441 1 . E 11 1. X61 5E278. 23 4.067 9.158 10.527 10.880 55 D i. 5. 08 11 " 7.924 8.875 10.863 10.708 :3357.11 11.541 8.592 11.221 10.548 52808.79 14.884 8.309 11.603 10.400 51875.18 • 17.909 8.026 12.012 10.268 51062.07 20.566 7.742 12.452 10.151 50,76.12 22.793 7.459 12.924 10.055 49 824.94 24.514 7.176 13.434 9.980 49417.41 25.636 6.893 13.986 9.932 49163.81 Ito 26.041 6.610 14.585 9.915 49076.22 ON ' al 0 al PI =OW ^~ 1 =_ -----=-- ------------ _ -- _ __ - HYDRAULIC ELEMENTS - I PROGRAM PACKAGE li = _=_____ _____----- _ _---- _____----- <<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> II (C) Copyright 1982 Advanced Encineering Software [AES] Especially prepared for: E HALL & FOREMAN, INC. < <<<<< <<< < < < < << <<< < < << < < < < (< << < < << < ( <<>> > >>> > >> > > > > > >>>>> > >> > >>>>>>> > >>>> >>> r << < < << << <<< < < < < < < < < < < <<< < <<< < < < < < << < <<> > > > > >> > > > >> >> >}> > >> > >> >> > >>> >>>> >> > ii Advanced Engineering Software [AES] r SERIAL N.D. A0479A 6 REV. 2.0 RELEASE DATE:12/30/82 < <(<<<<<<<<<<<<<<< <<< <<<<<< <<<< <<<< <(<>>>>>>>> >>>)>>>>>>>>>>>>>>>>>>>>> >>>>> **********DESCRIPTION OF RESULTS******************************************** C * FOOTHILL BLVD STORM DRAIN * * STATION 4+40.00 - 5+15.00 * * JN 3614 , 1/31/87 * **************************************************************************** **************************************************************************** GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: iii CONSTANT CHANNEL SLOPE(FEET/FEET) = .002000 CHANNEL LENGTH(FEET) = 75.00 CONSTANT CHANNEL FLOW(CFS) = 1157. 23 �� CONSTANT CHANNEL FRICTION FACTOR(MANNING) = .014000 ASSUMED CHANNEL CONTROL DEPTH(FEET) = 0.00 ill MAXIMUM NUMBER OF INTERVALS IN PROFILE = �0 iiii CONSTANT CHANNEL BASEWIDTH(FEET) = 1L- CONSTANT CHANNEL "Z" FACTOR = 0.0000 NORMAL DEPTH(FEET) = 8.72 CRITICAL DEPTH(FEET) = 6.61 �� il DOWNSTREAM CONTROL ASSUMED DEPTH(FT) = 6.61 GRADUALLY VARIED FLOW PROFILE COMPUTED lAFORMATION: DISTANCE FROM FLOWDEPTH VELOCITY SPEC[FiC PR�SSURE+ I CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) �OMENTUM(POUNDS) 0.000 6.610 l4.585 9.9,5 4'-)076.22 1.244 6.716 14.356 9.918 49088.59 5. 154 6.821 14. 134 9.925 49125. 14 �� 12.034 6.926 13.919 9.936 49185.17 7.032 l3.710 9.952 49267.98 2 22.245 36.19 7. 137 13.5N8 9.972 9372. 54.474 7.243 13.311 9.96 49499.43 75.000 7.336 13.142 10.019 49629.02 . - E **********DESCRIPTION OF RESULTS******************************************** * FOOTHILL BLVD STORM DRAIN * ii * STATION 4+40. 00 - 5+20. 00 * * JN 3614 , 1/31/87 * **************************************************************************** II **************************************************************************** GRADUALLY VARIED FLOW PROFILE INPUT INFORMATION: r � ii; CONSTANT CHANNEL SLOPE(FEET/FEET) = . 002000 CHANNEL LENGTH(FEET) = 80.00 CONSTANT CHANNEL FLOW(CFS) = 1157.23 CONSTANT CHANNEL FRICTION FACTOR(MANNING) = . 014000 �� ASSUMED CHANNEL CONTROL DEPTH(FEET) = 0.00 MAXIMUM NUMBER OF INTERVALS IN PROFILE = 20 m� CONSTANT CHANNEL BASEWIDTH (FEcT) = 12 00 �� iii CONSTANT CHANNEL "Z" FACTDR = 0. 0000 . NORMAL DEPTH(FEET) = 8.72 CRITICAL DEPTH(FEET) = 6.61 C DOWNSTREAM CONTROL ASSUMED DEPTH(FT) = 6.61 _____ ______=====________====================================== GRADUALLY VARIED FLOW PROFILE COMPUTED INFOHMATION: N� DISTANCE FROM FLOWDEPTH VELOCITY 1PEC P:-ES�URE+ �� �� CONTROL(FT) (FT) (FT/SEC) ENERSY(FT) M OL�DS) °� 0. 0@0 6. 610 14. 585 9. 915 4 a2 1.244 6.716 14.356 9.918 49088.59 5.154 6.821 14.134 9.925 49125.14 E 12.034 6.9E6 13.919 9.936 49185. 17 22.245 7.032 13.710 9.952 49267.98 36.219 7.137 13.508 9.972 49372.94 54. 474 7. 243 13.311 9.996 49499. 43 1� 77.645 7.348 13.120 10.023 49646.89 80.000 7.357 13.105 l0.025 49659.83 1: iiri l iii II; \ /.7 -, I JIMMEMSTAKTAIIMISIIIP IIININSICSCSIILIMINt=XVI=.91r.=1===.1====== ===== = =as = z. ==== 74,=:1 =MN= Mg HYDRAULIC ELEMENTS - I PROGRAM PACMAGE ........................................._____.......................... 4C) Copyright 1982 Advanced Engineering oftware CAES3 144<4444141444114144414414 444414111444)))))))))))))))))))))))))))))))))))))) PR ii 44111441414141141444414144111444414444)))))))))))))))))))))))))))))))))))))) !! ii Advanced EngIneering Software CAES3 REV. 2.0 RELEASE DATE:12/30/82 000 4144‹11444411414{41411141144441.<4444“))))))))))W)))))))W>)W)))))) 611 I: **********DESCRZPTZON OF REsuLTS******************************************** * FOOTHILL BLVD. HYDRAULICS * * STA. 5+15 TO lewala * [ * JRM, JN 3614, 11/26/as * ***************************************************************************# **************************************************************************** ii ))))CHANNEL INPUT INFORMATION4444 CHANNEL Z(HORI2ONTAL/VERTICAL) =. 0.00 &ASEWIDTHWEET) • == le.eto CONSTANT CHANNEL SLOPE(FEETIFEET) = .ectisseetet UNiFORM FLOW4CFS) = 1157.22 MANNiNGS FRICTION FACTOR = .0130 i iii . . ......................................._........_.......... NORMAL-DEPTH FLOW INFORMATION: :: >)))) NORMAL DEPTH4FEET) = 8.23 FLOW TOP- WIDTHWEET) = la.ete FLOW AREASSOUARE FEET) = 98.76 " HYDRAULIC DEPTH4FEET) • 8.23 iii FLOW AVERAGE VELOCITY4FEET/SEC.) = 11.72 UNIFORM FROUDE NUMSER = .7a0 PRESSURE + MOMENTUM4POUNDS) 51637.05 !I AVERAGED VELOCITY HEAD4FEET) = ,:. SPECIFIC ENERGYSFEET) = 20.362 ...".........=.................=.=._.=___....======.=.................. CRITICAL-DEPTH FLOW INFORMATION: CRITICAL FLOW TOP-WiDTHWEET) = 12.42te CRITICAL FLOW AREA4SQUARE FEET) = 79.32 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.61 CRITICAL FLOW AVERAGE VELOCITY4FEET/SEC.) = 14.59 CRITICAL DEPTH4FEET) = 6.61 I ii CRITICAL FLOW PRESSURE + MOMENTUM4POUNDS) = 49075.66 AVERAGED CRITICAL FLOW VELOCITY HEAD4FEET) = 3.305 CRITICAL FLOW SPECIFIC ENERGY4FEET) = 9.915 a **********DEGCRCPTZON OF RESULTS******************************************** * STA. 11+10 * * * ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * ****** }1} }CHANNEL INPUT INFORMATION{{{{ CHANNEL 2 (HORIZONTAL /VERTIC1 L) = 0.00 tASEWIDTH(FEET) •= 26.00 CONSTANT CHANNEL SLOPE ( FEET /FEET) = .002000 UNIFORM FL SW (CPS) = 1224.78 MANNINGS FRICTION FACTOR = .0230 asramssaMxaaaraa1 aa.�ssassmrssraJX ====axe MISMI aaamZARM=Ws�•.a�IZT= sa. === =a=a= ass— .- .-- ._azsa== NORMAL -DEPTH FLOW INFORMATION: II ))))) NORMAL DEPTH (FEET) = 8.55 - - - - - - -- FLOW TOP- WIDTH(FEET) = 3.00 FLOW AREA ( SQUARE FEET) = 102.56 HYDRAULIC DEPTH (FEET) •= 8.55 WWWW FLOW AVERAGE YELOC I TY (FEET /SEC.) = 11.84 UNIFORM FROUDE NUMEER = .714 PRESSURE + MOMENTUM {POUNDS) _- 2.178 55.°3. 17 AVERAGED VELOCITY HEAD (FEES') SPECIFIC ENERGY (FEET} = 10.725 ss*armarasa=ria*. was- ========= ==== ======== ===., sss = =ter= =-.- .--..-..-.- ....- a-s.-.-. - - -.a= ari==a CRITICAL- DEPTH FLOW INFORMATION: CRITICAL FLOW TOP- WIDTH(FEET) = 12.00 CRITICAL FLOW AREA(SQUARE FEET) = 81.93 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.83 CRITICAL FLOW AVERAGE ' /ELOCITY(FEET /SEC.) _ 24.83 CRITICAL DEPTH(FEET) = 6.83 - CRITICAL FLOW PRESSURE + - MOMENTUM(POUNDS) 52357.04 AVERAGED CRITICAL FLOW VELOCITY HEAD {FEET? = 3.424 CRITICAL FLOW SPECIFIC ENERf3Y {FEET) = 10.241 ti * * * * * * * ** *DESCRIPTION OF RESULTS** * **•* *** * ****** * * *• ire:•***** * * ***** *** ****r. *** I. * STA. 11+60 TO 15+05 * * * * * F. ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** i )) })CHANNEL INPUT INFORMATION{{{{ CHANNEL 2 (HORIZONTAL /VERTICAL) •m' 0. 00 BASEWIDTH {FEET) = 3E'. G0 CONSTANT CHANNEL SLOPE{FEET /FEET} = .002000 UNIFORM FLOW (CFS) _ 2100.29 MANNINOS FRICTION FACTOR = .0230 :asa ar= ............................................................... aariaaa......a.amaamsmamaa aassrmasasa: s.ssaaxaarsaa.:=aaa M s=....m....s=ss=a =.s NORMAL -DEPTH FLOW INFORMATION: }) }) } NORMAL DEPTH(FEET) = 7.53 -- - -• - .- - - - - -- •--- - - - - -- FLOW TOP- WIDTH (FEET) •== 12.00 FLOW AREA {SQUARE FEET) = 94.96 HYDRAULIC I}EPTH{FEET) = 7.93 FLOW AVERASE VELOCITY (FEET•' /SEC.) = 11.59 UNIFORM FROUDE NUMBER = . 726 PRESSURE + MOMENTUM{POUNDSI = 48252.96 AVERAGED VELOCITY HEAD (FEET} = E.085 SPECIFIC ENERGY {FEET) = 9.998 a @�aS1'as.@L7atasAJS ILIEX �..T.tAZs.Lt saws= Arill7 11== ==.311 sass- �=.ssasSS.:4.=.c ac.'= 4 sSa�.=.= aa .=aam =3:a 3svmA=.i'a �Javmaxmar CRITICAL - DEPTH FLOW INFORMATION: CRITICAL FLOW HYDRAULIC DEPTHSFEET} = 6.39 3 CRITICAL FLOW AVERAGE VELOCITY(FEET /SEC.) = 24.35 CRITICAL DEPTHSFEET) = 6.39 CRITICAL FLOW PRESSURE + MQMENTUM S POUNDS) •= 45$83. $8 AVERAGED CRITICAL FLOW VELOCITY HEADSFEET) = 3.296 CRITICAL FLOW SPECIFIC ENERGY SFEE7) •= 9.587 **********DESCRIPTION OF RESULTS•***•********•**•***•***•• r .• ** *•r.•**••*** ****** ********* * STA. 25 +05 TO 64-00 * 1: * * * * **********• u********************************** * * * * * ** * * * * * * * * * ** * * * * * * * * * * * ** * *********************************************it ************ ****** • * * * * * * * * ** ))))CHANNEL INPUT INFORMATIONS{{( CHANNEL ZSHORIZONTAL /VERTICAL) = 0.00 1tASEWIDTH4FEET) = 22.00 CONSTANT CHANNEL SLOPE {FEET /FEET} = .002000 r UNIFORM FLOW(CFS) = 2087.25 iim MANNINGS FRICTION FACTOR = .0230 .w.w.w..w.. raaa :uz...= t ==.=..m.....aa==== x.=.a. ....= =. ....xs== ===.= s=. . =.= .__.=. =s= ss NORMAL —DEPTH FLOW INFORMATION: ))))) NORMAL DEPTHSFEET} = 7.84 FLOW TOP— WIDTH(FEET) •= 22.00 r FLAW AREASSQUARE FEET) = 94.09 HYDRAULIC DEPTH(FEET) = 7.84 FLOW AVERAGE VELOCITY {FEET /SEC.) = 22.56 UN I FORM FROUDE NUMBER =j . 727 PRESSURE + MOMENTUM S POUNDS) 47365.30 AVERAGED VELOCITY HEADSFEET) •- 2.073 OR SPECIFIC ENERGYIFEET) a 9.924 '1 araaawam...aaaaaaaeaaa..... aaeaasa====r+sar========= === =arrs =.==== =. ....asaaas CRITICAL —DEPTH FLOW INFORMATION: r CRITICAL FLOW TOP —W I DTH S FEET) = 22.00 _ -__— CRITICAL FLOW AREASSQUARE FEET) = 76.09 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.34 CRITICAL FLOW AVERAGE VELOCITYIFEET /SEC.) = 24.29 CRITICAL DEPTH(FEET) •A 6.34 CRITICAL FLOW PRESSURE 4 MOMENTUMlPDUNDS) _ 45159.67 AVERAGED CRITICAL FLOW VELOCITY HEADlFEET) = 3.272 CRITICAL FLOW SPECIFIC ENERGYSFEET) = 9.511 * * * * * * * ** *DESCRIPTION OF RESULTG * * * * * * * * * * * * * * * * * * * * ** *•yo- * * * * * * ** ** *yo- * * ** * * ** * STA. 26400 TO e7÷7s * 1 * * * II ********* * * * * * ** * * **••*•u• * * * ** * ***•* . .*.. u•************ .***. * * ** * *** *** ** * **** ** ** ))))CHANNEL INPUT INFORMATIONS S‹4 1 CHANNEL 2'HORI2ONTAL / VERTICAL) = 0.00 DASEWIDT"HSFEET) = 22.00 CONSTANT CHANNEL SLOPE {FEET /FEET) = .00000 li UNIFORM FL£3W CFS) = 208::.2 MANNINt3S FRICTION FACTOR = .0230 )) >)) NORMAL DEATH 4 FEET > = 7.81 , FLOW TOP- W l DTH 4 FEET) = 18.00 3 FLOW AREA 4 S UF�RE FEE T> = 92. HYDRAULIC DEPTH4FEE_T) .= 7.81 I FLOW AVERAGE VELOCI 7'Y 4FEE t /SEC.) •= 11.55 UNIFORM FRC3UDE NUMBER = .788 PRESSURE + MOMENTUM /. POUNDS> _ 47052.39 AVERAGED VELOCITY HEAD 4FEE T) = ,.'..42t7.0 SPECIFIC ENERt Y4FEET) = 9.880 sra�+.• Y. azsaar.« a.». zs-._._.._.... �s.= sr......_.._..._. a.- sc.: r.» s......_._.....__.-..._._....... .._._.._._....._._s__.._._..... _. ss._ .:r.__.._.-- _._._..... CRITICAL-DEPTH FLOW INFORMATION: CRITICAL ICAL FLOW TOP- WIDTH4FEET) = 12.00 CRITICAL FLOW AT-EA4SQU? FE FEET) = 75.,66 CRITICAL FLOW HYDRAULIC DEPtH4FEET) = 6.32 CRITICAL FLOW AVERAGE '/ELOCiTV 4FEET:'SE ::. > --• l'4. ,. s3 CRITICAL DEDTH4FEET) = 6.3 CRITICAL FLOW PRESSURE + MOMENTUM (POUNDS) = 4 976. 8 :9 AVERAGED CRITICAL FLOW VELOCITY HEAD 4 FEET) = 3.160 CRITICAL FLOW SPECIFIC ENERGY(FEET) - 9.481 r iii **********DESCRIPTION OF t" f+. ESULTS **** * *** ****.* *** * *** *****-, ****** ********,»*** ar STA. E7+ r 5 * * �F * iRi►•rF* i!iliEjl!** *i•** * iM19Ti!** *i!i!•* * *** ** *iFi`i!•*** * * ** a!i!•*•? * *•** * ** *ti`**** * * *** *9!i!•• !*** *** iF** *itikih•t **it•i!••K••i!•tliFib** *itilii•ik*** * it •it•* *i!•* ** ** *•tl-•i * *i4* *•** *•** *•*•i! * * itit •i! *•i!•ik•iF•i6;t•it•ilit••A! I.•;e-;!•;t•ie•,'t * ))))CHANNEL INPUT INFORMATION4.44 CHANNEL 2 4HCTRI2ONTAL / +BERT ICAL> = 0.00 BAtSEW l 3)T H 4 FEET) •'3T 12.00 CONSTANT ANT CHANNEL SLOPE (FEET /FEET} _ .002000 UNIFORM FLOW 4 CFS) = 1831.34 MANNINGS FRICTION FACTOR = .0130 a......s......:=s.» =sa a_......_....._xs.«= so............=.. arr.«.»: r.-._........_...-.._.-.......__..--._..--.-....--_._--_..- ____..- _.-- _...- ..------ .:z =aa NORMAL - DEPTH FLOW INFORMATION: >))) > NORMAL DEPTH ( FEET) •= 8.64 FLOW TOP- WI DT 4 FEET = 12.00 FLOW EA 4 SQUARE FEET) = 108.66 HYDRAULIC £ EPTH 4 FEET) = 8.64 FLOW AVERAGE VELOCITY (FEET /SEC. > = 11.88 UNIFORM FROUDE NUMBER = .71 PRESSURE + MOMENTUM 4 POUNt'). S) = 56;c88. 99 AVERAGED VELOCITY HEAD4F :ET) = 8. 191 SPECIFIC ENERGY4FEET- = 10.829 .seas ..sssaaassaersss=. ....... =. « . ...».:=._...- •-- . - - -.. a= .:s= �sr. =s.» ss_.-.._......_._.._..._._...._.....-- _..._.....___..__..- .�__.._ CRITICAL -DEPTH FLOW INFORMATION: CRITICAL FLOW TOP- WIDTH4FEET) = 12.00 CRITICAL FLOW AREA 4 SQUI. RE FEET) . ',.k:.1.67 CRITICAL FLOW HYDRAULIC DEPTH 4 FEE': > = 6. 89 CRITICAL FLOW AVERAGE VELOCITY(F'EE'T "Sr�-'.C.) . 14.89 CRITICAL DERTH4FEET) = 6.89 CRITICAL FLOW PRESSURE + MOMErNTt3M4POUNDS) •_ 53310.84 AVERAGED CRITICAL FLOW VELOCITY HEAD4FEET) •= 3.445 CRITICAL FLOW SPECIFIC: ENERGY(FEET) .= 10.334 1 **** ******DESCRIF'TIQN OF RESULTS******************************************** * 44.5 **************************************************************************** ›)›>CHANNEL iNPUT INFORMATION CHANNEL 2(HORIZONTAL/VERTICAL) = 0.00 EtASEWI1YTH4FEET •= 10.00 • CONSTANT CHANNEL SLOPE4FEETIFEET) = .005800 UNIFORM FLOW4CFS = 911.69 MANNINGS FRICTION FACTOR NORMAL—DEPTH FLOW INFORMATION: Pm ) )))) NORMAL DEPTH(FEET) = 5.58 iii FLOW TOP— WIDTH4FEET = 20.00 FLOW AREA4SOUARE FEET) HYDRAULIC DEPTH4FEET) • 5.58 OM t FLOW AVERAGE VELOCITY4FEET/SEC.) = 18.33 611 UNIFORM FROUDE NUMEcER = 2.a18 PRESSURE + MOMENTUM4POUNDS) = 36588.63 AVERAGED VELOCITY HL FEET) = 4.143 SPECIFIC ENERGY(FEET) = 9.726 ...x............. , ., = , = CRITICAL—DEPTH FLOW INFORMATION: E . _ CRITICAL FLOW TOP—WIDTH4FEET) = 20.00 CRITICAL FLOW AREASQUARE FEET = 63.67 CRITICAL FLOW HYDRAULIC DEPTH4FEET) = E CRITICAL FLOW AVERAGE VELOCITY!FEET/SEC. t .3.7 14.3.:: CRITICAL DEPTHCFEET) •= 8.37 r CRITICAL FLOW PRESSURE + MOMENTUM‘POUNDS) •= 37957.Z.:9 AVERAGED CRITICAL FLOW VELOCITY HEAD4PEET) = 3.185 CRITICAL FLOW SPECIFIC ENERGY ET) = 9.55i1:. r **********OESORZPTiON OF RESuLTS******************************************** * STA. 27+95 TO Z94-00 * * * * r 6 *********************************************************************4***,*** >>>>CHANNEL INPUT INFORMATION4444 CHANNEL 24HORIZONTAL/VERTICAL) = 0.00 BASEWIDTH(FEET) = 20.00 CONSTANT CHANNEL SLOPE4FEET/FEET) = .002000 UNIFORM FLOW(CFS) = 922.89 MANNINGS FRICTION FACTOR = .0130 =.........................=........, .... = NORMAL—DEPTH FLOW /NFORMAT/ON: ))))) NORMAL DEPTH4FEET) = 8.34 FLOW TOP— WIDTH(FEET) = 20.00 FLOW AREA4SOUARE FEET) = 83.42 HYDRAULIC DEPTH‘FEET) = 8.34 FLOW AVERAGE VELOCITY4FEET/SEC.) = 20.93 UNIFORM FROUDE NUM'SER = .667 PRESSURE 1- MOMENTUM4POUNDS) = 41025.58 AVERAGED VELOCITY HEAD4FEE7) = 1.856 SPECIFIC ENERGY4FEET) = 10.197 ,=-__=,============.,,.......... CRITICAL FLOW TOP- WIDTHIFEET) : 10.00 CRITICAL FLOW AREAISQUARE FEET) •= 63.67 CRITICAL FLOW HYDRAULIC DEPTHSFEET) = 6.37 CRITICAL FLOW AVERAGE VELOCITY4FEET/SEC.) = 14.3E: CRITICAL DEPTH4FEET) = 6.3? CRITICAL FLOW PRESSURE + MOMENTUM 4 POUNDS) = 2(7957.29 AVERAGED CRITICAL FLOW VELOCITY HEAD4FEETY = 3.185 CRITICAL FLOW SPECIFIC ENERGY ‘FEET) = 9. 55 *** *******DEBCRIPTZON OF RESULTS *ie• ****• •r•r.••r•x•*•w• * * *•ie••► sr•ic *•r.*•yr•k• **•x•*ir• *•x•* •+rye• ****•tit• * •3TFt. 33 +0 TO 43 +00 * ,* ************* *i!•sir•a•** *•4a•kir•u**** ** sir** **ir**i►ia••►r** 3!•tr******* *********** *** ***** ********************************************** * * * * * * * * * * * * * * * * * * *•* * * * * * * * * ** ))))CHANNEL INPUT 1NFORMATIQN(4 CHANNEL 2 I HOR 12ONTAL /VERTICAL) = 0.00 EASEWIDTHSFEET) = 10.00 CONSTANT CHANNEL SLOPE4FEET /FEET) _ .005600 UNIFORM FLOW4CFS) - 905.03 MANNINGS FRICTION FACTOR = .0130 sarnvxaaaraaarsars�asar. �s* am�aaassr�.�aasrmsrara�•s�.�ssa arsrsrara ssassa �e.� aaramar.�+msramasw�s NORMAL -DEPTH FLOW INFORMATION: ))))) NORMAL DEPTH4FEET) = 5.55 - - -- FLOW TOP- WIDTH4FEET) _ 10.00 FLOW AREA 4 SQUARE FEET) = 55.5Z HYDRAULIC DEPTH 4 FEET) = 5.55 FLOW AVERAGE VELOCITV EEi /SEC.) = 16.30 UNIFORM FRGUDE NUMSER = 2.e19 PRESSURE + MOMENTUM 4 POUNDS) = 3aaseta.e3 AVERAGED VELOCITY HEAD 4FEET) •= 4 . 2 6 SPECIFIC ENER8Y4FEET) R 3.6 78 mmmaa. seas. .aaaaaaaa. .a mmm ms am= aas+ x• amm mmaa •+_amaaraearaas=araraasnm m.mmmmmm=a.mmmm==m minim • CRITICAL -DEPTH FLOW INFORMATION: CRITICAL FLOW TOP- WIDTH{FEETI = 10.00 - CRITICAL FLOW AREA{SQUARE FEET) = 63.36 CRITICAL FLOW HYDRAULIC DEPTH {FEE?') = 6.34 CRITICAL FLOW AVERAGE VELOCITY {FEET /SEC.) = 14.28 CRITICAL DEPTHSFEET) = 6.34 CRITICAL FLOW PRESSURE + MOMENTUM ( POUNDS) = 37577.04 AVERAGED CRITICAL FLOW VELOCITY HEAD4FEET) 3.368 CRITICAL FLOW SPECIFIC ENERGY4FEET) = 9.504 * * * * * *** * *DESCRIPTION OF RESULT 8**************.*• **•* * * * *e***. *** *e*e*** **** * *** * STA. 43 +00 TO 46 +55 * * * * ******** ir*************•*********************•** * * * * * * ** * * * * * * ** * * * * * * ** * ** * * * *•Me** ** * * ** arse * * ** *•* * * * * * * * ** * * * * * * * ** ** *•u * *•* * * * * * * * * * ** *• * ** * *ae••i * * * ** * * * ** * * ** ))))CHANNEL INPUT INFORMATION{4{4 CHANNEL 2 4HQRI20NTAL /VERTICALY = 0.00 - - - -_- . - -- EA9EWIDT•H(FEET1 •= 30.00 CONSTANT CHANNEL SLQPE 4FEET /FEET) _ . 008000 UNIFORM FLOW(CFS) = 893.87 MANNINGS FRVeITICIN PArTnD = Ai wb NORMAL-DEPTH FLOW INFORMATION: ))))) NORMAL DEPTH(FEET) = 4.81 FLOW TOP- WIDTH(FEET) • = 10.00 FLOW APEASSOUARE FEET) : HYD DEPTH(FEETY . 4.81 FLOW AVERAGE VELOCITY4FEET/SEC.) = 18.59 UNIFORM FROUDE NUMSER = 1.494 PRESSURE 4. MOMENTUM POUND) . 39415.12 AVERAGED VELOCITY HEAD4FEET) = 5.366 SPECIFIC ENERGY4FEET) = 10.175 1 21===============r? sus= =um= = = = = =sr =.= = - :-.•.:r - -. ... ---=-- Tr= .. CRITICAL-DEPTH FLOW INFORMATION: CRITICAL FLOW TOP-WZDTH4FEET) 0. Li CRITICAL FLOW AREA.SGUARE FEET ) = 62.84 CRITICAL FLOW HYDRAULIC DEPTH4FEET) CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.3 r CRITICAL DEPTH4FEET) = s.as 6 CRITICAL FLOW PRESSURE + MOMENTUM4POUNDS) = 36960.49 AVERAGED CRITICAL PLOW VELOCITY HEAD4FEET) = 3.24a r CRITICAL FLOW SPECIF/C ENERGY‘FEET) = 9.426 r• **********DESCRZPTZON OF RESuLT8******************************************** * STA. 46+55.17 * * * r * * be **************************************************************************** IPP1 **************************************************************************** r ill ))))CHANNEL INPUT INFORMATION4444 Not CHANNEL 24HORI2ONTAL/VERTICAL) = 0.00 ill SASEWIDTH4FEET) = 10.00 CONSTANT CHANNEL SLOPE4FEET/FEET) = .008000 UNIFORM FLOW4CFS) = 993.31 Pm t. MANNINGS FRICTION FACTOR Min Alt================ Sal ===.10 =ON 21r = ===== == = ZIS SI= = 1==== = = = =....... .......... ...... - . .. - - ... - .- = == = =•.=:.=6 === NORMAL-DEPTH PLOW INFORMATION: he ))))) NORMAL DEPTH4FEET) = 5.21 FLOW TOP- WIDTH4FEET) = 10.00 1 C FLOW AREA4SOUARE FEET) = HYDRAULI DEPTH(FEET) = 5.21 sa.tas FLOW AVERAGE VELOCITY4FEET/SEC.) = 19.08 UNIFORM FROUDE NUMEcER = 2.474 ; PRESSURE 4. MOMENTUM4POUNOS) = 45286.92 AVERAGED V IT ELOCY HEAD4FEETY = 5.655 SPECIFIC ENER8Y4FEET) = 10.860 3 ======= Mr= =Al ====t = VIC = == = MX = X V= === === Lt.r....= = X= = ==.= = = .= ==== = = - - - =2 === = = =A1.• =.r.I.= = = = = V.i.=.7...=== = = = :Tr =T.= CRITICAL-DEPTH FLOW INFORMATION: 1 CRITICAL FLOW TOP-WIDTH4FEET) = CRITICAL FLOW AREA4SOUARE FEET) = 10.00 67.41 CRITICAL FLOW HYDRAULIC DEPTH4FEET) = 6.74 CRITICAL FLOW AVERAGE VELOC1TY4FEET/SEC.) = 14.73 ; CRITICAL DEPTH4FEET) = 6.74 CRITICAL FLOW PRESSURE + MOMENTUM4POUNDS) = 42542.04 AVERAGED CRITICAL FLOW VELOCITY HEAD4FEET) = 3.371 1 CRITICAL FLOW SPECIFIC ENERGY4FEET) = 10.113 . , * STA. 464-85 TO FUTURE STORM DRAIN * I : * **************************************************************************** I **************************************************************************** 3>))CHANNEL INPUT INFORMAT/ON‹<44 CHANNEL Z4HORi2ONTAL/VERTICAL) BASEWIDTHWEET) = 8.00 CONSTANT CHANNEL SLOPEWEET/FEET) = .004000 • UNIFORM FLOW4CFS) = 794.43 MANNINGS FRICTION FACTOR aseararawaxr.sararmuswacwraranszairaramas=arear ar= as.= ma sr ==.=.=.=.= 47.=:=.=i AZ7........ ...............=.......V1.121 an 1== NORMAL—DEPTH FLOW INFORMATION: 0 114 ))))) NORMAL DEPTH (FEET) = 7.30 FLOW TOP— WiDTH4FEET) = 8.00 r FLOW AREA4SOUARE FEET) = 519.36 i HYDRAULIC DEPTHWEET) = 7.30 FLOW AVERAGE VELOCITYWEET/SEC.) = 13.61 omm UNIFORM FRUDE NUMPER = . ilill PRESSURE 4. MOMENTUM4POUNDS) = 34E'40. 2e AVERAGED VELOCITY HEADWEET) = e.a77 SPECIFIC ENERGYWEET) = 20.172 C , "...........................___................................ CRITICAL—DEPTH FLOW INFORMATION: CRITICAL FLOW TOP—WIDTHWEET) = 8.00 CRITICAL FLOW AREA4SOUARE FEET) = 53.93 CRITICAL FLOW HYDRAULIC DEPTH FEE) = 6.74 CRITICAL FLOW AVgRAGE VELOCITYWEET/SEC.) = 14.73 CRITICAL DEPTHWEET) = 6.74 CRITICAL FLOW PRESSUPE 4- MOMENTUM(POUNDS) = 3401.19 mg AVERAGED CRITICAL FLOW VELOCITY HEAT = 3.369 CRITICAL FLOW SPECIFIC ENERGY4FEETY = 10.111 0•4 f or li• t 11 111 1 1 1 „ ate. mow CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT ,1viv rink/ AMItirvs 1BY D ATE ..4444. / //Z /1-L G 1j08 NO '3G / 4 4 i I SHEET / OF 4 sq ssuM rio.us .' / Fla AI/ A/ /LL 8E 6De./ Z /� &To ,g y '(E !9F Jiv7iV.00kvS . 'N 7W6 GoM/4raV WALL OF 7 0' OUf, Lcs E/AJA GONG RWT6 day, 2. AT JUNGT /0/4S riziE Z/z Ui°.5 4 (,{J /LL BE USED. 7 J l it/FLi/OE4 e zi G ,d E ADDED TO 7 hF W'Sr ER a/Z T4 G'ET 77 4VWN 07 a/ Vz.. 3. 11 =0.013 PE2 potw 1 c 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 .. 1 r 1 ec. 1 . CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING • 1 SUBJECT JUA/GT AA/AZ-VS /5 I BY 1/4/ g. M I DATE / 1 J08 NO /< I SHEET z OF 4-7" 5TA //437. 78 ON F OOTHILL $L d4 T GZ.0pS7n'2C -AM = 220o,se, cFS. GoAdpLueticero Q • 11'3, 85 c.FS C .., 0, =1100.19 G .ES. CCZ =1Z 141 11 G P : 5 4 Gt , = 1 t 3, 138 c,ES. 12, r. IV b as 11' 143 = 67 0" S,= o• 001.0 S t O,00Zo A s = 1 Sr A = 91 1.q (e SP Aan _ An.. 5'2. - 1 P , n - - ; 6 ) . 0 13 Ow, = G. 39' = G. $Z' A 81■90 S,F. A = 7G.(, SF $ U$ G12 JGIG+4L ju ie uZIficA-(,. Zc 1, 14' . LET D = •Pzn F /,v D : D FaeMuLA LP = £ M _ aZ aZ es 1 E .1 �f#, t A2) f * D, = D2) ,q - A/5 - ' 3 1(A, 4 1 oZ.SZ }C/, /44 D - 8.54 _ IZ /4 /"°.Z "3'4 30 Z /02. .- 3z.74 A, (322) - 1R. G5 e 37.2) -1(A, t NZ. 52) (p, - 7.4D) 44 - 37, 517.45(01„ - 17,704 1 Z 6,4, +14Z. 52) (D - 7.40) = 4 28. 811 - 37 E A D, A, p M 1 1.0' 8 4.00 - 37.304 - le ,116 7.5 `1 . ©0 9, G2c.r 1(.042 7. ?9.R$ 8.G 58 10.509' ?, 51 Ro, 12 Io, 5 I I. (,I B 7, SS 9 14,40 0,82$ 1 x. 53 Tt. 34 12,537 12,121/ D = 1. 53' 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 i ..._, . . „,,, 1 „ 1 hia, g 2oicei4t4,4, ate. ,_,. 1 _ CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT ,JU/uGTl0it1 /4/U/9L /S I BY ✓Alvt I DATE / / /14 7 /86. 1JOB NO. . / �/ I SHEET 3 OF it AT STAr /DAI Z7 7`' 4, 9. /ti 0vpoorN/L 8 Z. .6 VD Q 1Jo Sr2E" 4 = /823,9 8 G 62 eons ft eieNG/3D = 5/9. t cs. Q,= 911.81 GFS Q, /,Z 3/.34 43= 319, GF,5. 6, = 10' b-L = It' B z 75 " s = 0,0020 Sz = 0.0 oL 0 1 4 3 a 30. 680 5f ii Ain' 8.39' D2,,= 8. 4.5 ' 4 = 3o° Arm= $J4/ SF, A /03. 80 n = O. 013 C3 c r. 4,.31' R (�, 64 A c,3. t,1 SP: Au - 8Z•t,1, 7 = 0.35' Z = 0,32 nZ= t7.©t'a ni =0.013 sus 4Je GAL SUS G ,217-1GAL E ,D 2 .D2., F M1O .D, r000091,404 .' = Q ;' Q? — Q -z ' co y 69 E2 � A, + A 2 )�� f' ,D� n A z A 9 43 (A - J +;�f13.f }IQs + — S.GS) IZ31.34 6 ///4/ 1 ' 319,4S Cos 30° Z /v3.8(3Z.Z) 4 ,, t32.2) " go, t,e (32.i) s - (A, +/03..3 )(D -28o) . 453.4,31 1 s -- g`, 45 Ai t c t t /0 . - 9 0 = 4 1 1- 25, 814.3 z.3 2 / 38 ( .8 3L .1 Ai 1 D, A, A NI 8.0° 80 - /8.38 41.37 8.5 ' 8S ‘G.03 40.3(0 8.4 ' $4 54,14 5G.�4` 84.1 7.31 57.11 1 J5E8.4 ' ; p 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 . „,-„, 1 :*, ' gee. , ,_ y wil .„, CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT J UPACT 1 ON /4N &LY S 1 S I BY J, R. M 1 DATE 1 I /Z4 'e(' I JOB NO. 36 14 I SHEET 4 OF 4 A T . 747JO 4si- 37.27 aeo srRE.a v q = /5 07 CAS. CONFL t/0icic6Z■ CZ . / 87 4.F5. 41 _ /14.4 3s c.c .s , Qt' q4 3.3d 5 G,r Q i g 8.87 G.F. b, = 8'' 6 70' d 3 = 54" 51 = _ a ova o S 0.0040 A3 _ 15 .i 04 Sr. D ?.30' R,= 3".21' 0- 30 A 58,3`V: A 5Z,DS S,F, n =0.013 Qi.G= (4".71' 117.X.- G. A = 53.93 SF, f,° 4,1, 4/ Z. = 01 513 es = 0. Orb M = 0.0 r SU$GZVT((... L 5U Pvt. GRITI tAk . Iii . . D = D G. in.ID ; a 7 FORMULA ; L. P -, Z. AI C / At) {{ 1 C21 0.3 C.05 2 Z �A/c t Z) �� t plc, — QL I ` AL g pJC. S pr g E _ 943.30&- i 4,435 toy __ (53134.4)(0,584.6.74 Ay ____ � - - _ I" 30- 53.931,37.) 15104 tx.z) C -i- ... (63.934-4 -4 N320 -Dz) = 3 -2 1 _?- 4 -1 1 -t- 4 - 3(43.4 — GC.. 832 1 Da "4. P M (P ' (so - 15.114 80.31 ■ 4.5' 4 5 48,"itsi 4I , t281 1 4,20' ( G'_.0 j�4•IZ / i G3.>39 - C.18 (.t.8 Lri, I p th/ Vt,4 1 i', Oz t, I b , 1 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 fla ?Ike g #7 d 140 it e • CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I: SUBJECT I BY I DATE 11O6 NO. I SHEET OF lt - D RV P- IJJ LET C A PAL IT`S C1'it po err t 3 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 h 4/e6i41.40,4t, ate. ummi CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT MP Dow_ , sr G41.L. I BY J. 2 /V1. I DATE //Z ` 7 /9 7 I JOB NO. J6/ I SHEET / OF 7 FOOT ii/Lt L 6Tt� . S 4r 2Z/Z:7 Q - /. o Fs Gee , EL. = /1 9G. 4 1194.4 WEi2 6Q. I . P = 3 �i z = 3 e2, = 0 .1Z ' p. /Z USE 25 %, G/055,..it USE P. —_ " O. IL, I 02iPld& 6Q. D ,� = D. A l 537 pet- = S. 31 ' ( Z }� o s c Z s •/o 410 ., U5 e A = -- = O.15 51:. r,.�s id R- A �I/>:' _ (a./87'- D 24 1 EL. R= //94.6' D, z /8" L =11RG.4- 1113.6 = 3.r`t = N 4' A; ,2 . c. t3 . /S O,=wia C AiA • Ai ge. FL 4 ttJ P 5172 m G 0 it.iT,Qci - PIPE D, i TERS R4.5. 3170 REDHILL AVENUE • COSTAMESA. CALIFORNIA 92626 -3428 • (714) 641 -8777 ?kit 2ftei4t44, te. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT 7-E0 / g i p/0 ,454 1z. eitz BY . 1 , RA4 I DATE 1/ 27 /8 7 I JOB NO. ..76 / I SHEET 7 OF 7 bv L er & i7. 421 Z7 t /177 2512 a= 1.4 z • et_ = 0 s t ' 13 CC Aas e 6? di) svI7/t/ 124 27, GG /5 I es-5 7 70A - 41 VAT 6 ir.477, 9 11 411. ao 11,10 771.$ I / :r Age Eq464-2 7)2 m /Az D, Fog ‘97 /LL J35 ..*i0/4 771/9A1 77/47 XI- a . k's LET S 57;477a/4 214-0, Do C fin •• = 12427.z L- 17, " 1207.2. - itqs.o =9.1 C 1- 4 / L-L= g c. /3, /5 0 ictot/ Glillx/ . ij, 57eE e4JUP 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626-3428 • (714) 641-8777 1 1 hiatr 2fteotait, ate. 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT rem p Dep P /A/LE67' G.'-ftL BY ✓ . M DATE / / z . 7 / 7 1JOB NO. 364 cfr SHEET OF MAW - W /LL ,Q da /AlLgr @ 5174. /U vi sAiT. 23 /27 Q= 1. 01 G,F.S., GR. t EL. "A II g11.4 t WEIR EQ. /.0i P = ,y z :. 3 (Z) " D, 13 3 U SE 2 - r"/o Llo in USE P 0, 13 _ 0.1'1 ' �5 � s R - D 7 - = 2 = 0. 03 Do IFlGC ER A= � - /, o 7 h - is 0, 14 SF Y7 H z ,S37 (2, use Z /, Gi bg�i ne� V S E A = 0.14 ' = 0,1 Sr (4 yit � O U 2 5 , .p - la" L,= n91.4 — 1183,4 4-o. =4.3' 0 _ t4, AI L = ti►. A R. G. 8. Fzvui /' STR EAK Go' 4 O L 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 in ?kit e ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT TaFM o`lN /L l? 1312 0,45z Y1?. " /Itt - r GAOL. 1 BY J A M 1 DATE ) / 1, 1 JOB NO. 3 01 I SHEET . OF f0 pi tor & !9 *57 . ©o 5M7 ,9/ 2.7 q = 1.07 cF s 6 . EL. = / /99 2!' EL. 'A " = // 9 8 WE) C Q. 62 1. P= 3,1' 3 --� = 0,3 L 0.34 I/Src ZS% G /o /?.n USE / r = 2. 46 R- _ Dy8 08 012)F e d Ea. Q _ , 07 - LO SF; '4 S.37CNi�`- s 3 G `'z VSE 2% GtotlAi.ti. ;, USE A= 075 O.Z? SF g 1 27) )tL = D, 29 ' Et, ' fA _ / /38 C p, = 18 " L, = //9,6 — 05,1 -i = 3,4q' L =ill. A. R.C 8. /5 ooE Gt,/, AIA., 4 PL0 at/ U es 7 - eEfr A4 Air/2a 3170 REDHILL AVENUE COSTAMESA, CALIFORNIA • 92526 • (714) 641 - 8777 1 hiete 2fte,00,4, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT i , ©20� /� ILET CAZG, I BY „. /� p M I DATE 1 JOB NO. ..76, ..76, `T / 4 I SHEET 4 OF 7 100 r, /GL ,8L 1/,D. / /gut &r d° ,srq. 2 /4-61? ,'Jr S 73127 • q = o. 6 6 G.FS 5Q, EL. t 199.4 - E L. "A //1 ,SEC.9UsE Q @ ,5779. z/.0-67? /S LESS 774 71'4r diD s7"R, /8 t5b #44/B 77.1 Hi "Es E eQ UA2 . 7'7NE M i #I Q ' 2 rh /1 /AJG T le 86" set44 - r ft,t/ 77',4r �L. i9 " = /1 . `r r /> = /c9 L = l034 - 1195.5 +0.1' =3.4. ± © aV, A 1_ = ti./ A, R.G. 8, /1 2,' ' G A/VI JEZ i.ok) t/ia srxEJ49 Goiv 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 jit ?la" 20/e60.wit, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT TEENJP. D.€Q /.VLET G/t1 R 4. I BY N1. I DATE /�z 7 I JOB NO. 36 4 I SHEET OF 7 GO DT�N /L , BLdD /AIL E @ 4574. Z G too s7 24.1z1 CA= als3 G,FS. Ge E2 = 1200.2* A ,, • E L . ',4• s /19 9, 1 E.cAUSE 4 d) ,1747/4.70v z ti fO u /5 Less 71 / 7A 4T C$ ST47 /9 J /81 4440 77-1 Hs .sec: D, Foil TN /3 / W /LL BO SM/31.4 C=i2 Tl -I/lA/ 77#47 REQ. Fog //JLaT e /8, a • E L.. ':a " _ !Mg:. 9a.:. •, D _ la L, = 1199.2 -niq +0.5 =5,3 = 13" 1._ =r ` R. C. 8, As OP,-/ C.MitrivSL P o 0 SYt A /44 Go.v77201. 3 170 REDHILL AVENUE • COSTA MESA_ CALIFORNIA 92626 -3428 • (714) 641 -8777 ffi Aer e?Otei ate. MINIMP CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 SUBJECT T ' H�Gt trazz .BZ v P ;Li tt o GA[G, I BY J I DATE . /A Or 7 I JOB NO. 36 1,9� I SHEET G OF 7 /' ' v ±'7 htI L ET j,; , 2 q Sh r Zd/ 27 Q X3.45 GFs. G2 EL. _ /ZOO. 3 EL. "A" = //9/.3 r WEIR, Ea, 3 - 7.77..z. - 3 -- = 1.15 1,1 s use 2.5% G1d15■,,.. uts ? o�S = 1.53 C I, g7.= s3 _ a 24 2 'R" "1-- O81 rice EQ , 3. A p tit - 45 s L O G4 SF. USE 2S% Gl073 USE A= (. - 5 = oSL R A ►� 0.8 , Et. "R." - /19R3 1 a = 24" L, = 10 4 1 , 3 - 1191.S +O.' = 7 3- lz =i5 Lz 1 R. G, 13, 15 0P('4 CIA fiNkl St FL 0 Lk; 3 ()P71 2 E,4nM (otJTY2vL 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641-8777 1 1 20/0,00,x, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT TEMP. sz P ht,f1�T' G,4LG . BY ✓ 40. /0 DATE x/ JOB NO. 3 1 4 SHEET OF - mut @ Srgr/vA/ 427' 2 7.6. ' S Mr 25/2 GA El. _ Q 3.4z. es EL.`AN = /ZO7 Om lS 14 AF.S. (c - Sire oxd dri/ LO,oe 7 we,Q ea. /8 . �G /9 b i = / 6 2 S % 6. / G /a,7..7 USE P= 9 . - 3 Z 5' • gr e _ t. OA, Pf co 4Q, A • '� = 3.46 sc (JS E Z 5' / 6/01, ip A = 3 = 4. G I S� ®• 7S 4o /) fi 2/ . EL. A = /Z Q7. 2.7= z - 3 3 " L, _ / 2 0 2 - 1 1 1 5 . 7'= 9,7't Oz =2q " LZ =/ R 6 5, !.S d, G H,IN vZ FG a v l✓A sr1''E1 ' Go /t/ 1 1 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 heeter g 2ofeemag., ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT I BY I DATE I JOB NO. I SHEET OF c hurF /A4 1/Y ROL o 4X faoe Foo7h'LL SLsD Rc45 L mfe- t le 117n PGnuu 1 AIPtii I . enCTA IACCA ('Al I 13MIA Ci7C7C_QAOQ - /71 Al C A 1_Q777 1 , • �� i W'4 .4‘ \ wow pi vopetrarialk 0.....,:wol,om --.. it tink - 111111 - , 110 , • „:„...„, ,,,,,,,, , ., . _............,, / lit ......4,, ,,,,,.. t ph„,,,,,,,,„„ ' .........„.,„ors-0 . ),..t.,,,-0 . -ciik ,i,,,,,„ , ,,„,,,, _ ,,ir,,sfr, 1 _ irm____ImAt.giiiiiit, ,t.:_... .- - , S; - -- - 001 .-- —Oritiroolftei , /236 • - A r. 4� i ‘& ' ;01,.. ); . , r , or ? 1 /Z 55 :I . 1 7 aligi !art .. , / .,6 ‘ ,,, i -.. w . tk . ,,,o, Leit-zie.,--_ imu .....vw l a t,. i N ! ga A %r 4 • I git iik*AkilP■ AN(0 /*//V,, ,_fhlt-„7,)§, d...1.,,,,,,_sr,N elk; ,4Ara) . ...•,.. ligf -•\_,---/ . , .. i‘i k • ) - frp• I *4‘ l i 11 T/O. '1 1111 frit 4 \ k. " N •■• '1 a\lpfr't 4 , , v A. 14* i ttit _.., -- �+, , , A s ti � .14; � ._,� � �. ; , t �� 1�� "� � �,T � -- 4 Ntk 7 + «T� I A \' . Y .:� 1 7 � , � •� / / � mo _ , 4 ac r a� .. Niti"/ 117. �.� I 4, J' $ 4. ;1 � { ' / ` J � L / 1� ' i i a a ' ' \` � �'� ' - .., v.g it i: t /. _ X 43 �i is - ... * * 4 P ► Oil rl I` 1 � r i � • r ' J , " � ' �r _ to , . __.4, .`, .2,83, ems: ' - iv i ,r, 11 1 1 A ' 41 t 4 , Nie I C 197 - 1 Mitili -, ; arz 1 It led Ps i i'ir . *No.... / ..,s ' "i4- ..: 1 gliiik40 i if St ''% , I A- 1111Prialigalli ' ' ' Ifilik ..e !tit' . I ' 8 41 a I - .0, /2/6) Vt I '; 711111 ', i ,,,.- • . . • , 1 '''` --:: •On l 'i f •. ,,... '. . J I ii 1 % 6 • 7 , 1 . ! ry '' 1f ,I , • t ¢ ' � lj V '. 1. it ��7 __ r, l■ A j \- , ‘ L____ 0 I G-". I 1 (;!.:' , 44 %) I -.Ad A a. s. F :;:-.=.1. ,,,_ ... , - e,-t :: ,,, . :,- . r •�� "� { t o �' , }�' ' -p ='f' " - �. I 1 C t _ W 1 t \ _ � t :.. ' _ 1 1 .. . i gkfT . -/---. -S f , . , • \ it 1 1. • . `r + ' - "fir% t V „ -..i. `r p: - _Aa 1. • 1 � ?' 4"... 1/ '4::7. - . 4'M' i. � � i ' .....114 � • L i l a ►• ��� rs I I 111111111111 ' I�11Ilililllilllll��liit111111111 1 II Iil itifiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII llh .tr01 1lii(IIIIIIII 1. -- - -` TT _�- - -T- - - ��{�G - ` -tip / r ' ' ���� — 1 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM ' BASED ON SAN BERN RD i NO COLNTY (SBC) 1983 HYDROLOGY MANUAL I <<<<<<<<<<<<<<<<<<<(<<<(<<<<<((<<<<<<<>>>>>>> > > > > > > > > > > > > > > > > > > > > >> > > > > > > > >> (C) Copyright 1982 Advanced Engineering Software EPESJ Especially prepared for: ' HALL & FOREMAN, INC. ((<<(<<<(<<<<<<<(<(<(<<<(<<<<<<<((<<<<>>>>>>> >) > > > > > > > > > > > > > > >> > > > >) > > > > > > >> * * * * * * * ** *DESCRIPTION OF R ESULTS************* * * * * * * * * * * * * * * ** * * * * * * * * * * * * * ** * FOOTHILL BLVD. HYDROLOGY * ' * INTERIM ti 10 Ei LINE "D" . * J . R. M. , .7N. 3614, 1/26/87 * ******************************************-** * ** * ** * * * * *** * * ** * * * **** ** ** * ** I USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL I \IFORMATION, ' USER SPECIFIED STORM EVENT (YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS (DECIMAL) TO USE FOR FRICTION SLOPE = . 9= I 10 -YEAR STORM 60- MINUTE INTENSITY(INCH /HOUR) = .980 100 -YEAR STORM 60- MINUTE INTENSITY(INCH /HOUR) = 1.470 COMPUTED RAINFALL INTENSITY DATA e I STORM EVENT _ = 10.00 L -HOUR INTENSITY(INCH /HOUR) = .9898 SLOPE OF INTENSITY DURATION CURVE = .5000 SBC MANUAL "C "- -VALUES USED == <<<<(< t((<< C<((<(<«<(<(((<<(«((<<<(<> > > > > > > )> > > >> > > > > > >> > > > > > > >) > » >M ' Advanced Engineering Software SAES) SERIAL No. A0579A REV. _ 3.1 RELEASE DATE: 5/01/85 <<“ «<< <<( < <(<( <<(( <<<< <<<<<<<((<>>>> > > > > >. > > > > > >) > > > > > > > > > > > > > > > >> I .*.*'*'***'*' *'*'.*..*..*..*. * * * * * * * * * * * * *.* * *..*..*.********** '*' *.*..*..*..*..*..*•.*..*.* ** *'.*..*..* ** *.* * *..*. ** *i **** `** FLOW PROCESS FROM NODE 1.00 TO NODE 5.00 IS CODE - i > > > >) RA T I ONAL METHOD INITIAL SUB,REA ANtt_YS I S < < < (< I ASSUMED INITIAL SUBAREA UNIFORM 1E L.. MEN fEL DEVELOPMENT t'�i x•11 it7: ��v lli.l {_:° WITH "=� ....• Sjv'ts - f�', TC = K* E ( LENGTH * *3) / (ELEVAT I C CA :iGE) I * *. - INITIAL SUBAREA FLOW- LENGTH = 1000.Z0 ' UPSTREAM ELEVATION = 1240.00 DOWNSTREAM ELEVATION _.. 1Z25.00 ELEVATION DIFFERENCE = 15.00 ' TC = ,533*[( 1000.00 * *3) / ( i ts. 00 > * *. 2 = 19.552 10.00 YEAR RAINFALL INTEN SI T; ( /HUR) = 1.940 SOIL CLASSIFICATION IS " �w"�.. nLi`."/^ ^ �r o , - .J.mm TOTAL AREA(ACRES) = 4.90 TOTAL RUNOFF(CFS) = 5.00 �� �� **************************************************************-************** I FLOFLOW PROCESS FROM NODE 5.00 TO NODE 10.00 IS CODE = 5 >>}>>COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>}}TRAVB-TIME THRU SUBAREA<<<<< 1 UPSTREAM NODE ELEVATION = 1225.00 DOWNSTREAM NODE ELEVATION = 1219.00 CHANNEL LENGTH THRU SUBAREA(FEET) = 350.00 I CHANNEL BASE(FEET) = 200.00 "Z^ FACTOR = 99.990 MANN%NGS FACTOR = .040 MAXIMUM DEPTH(FEET) = .05 CHANNEL FLOW THRU SUBAREA(CFS) = 5.00 I FLOW VELOC�ITY(FEET/SEC> � .65 6� FLOW DEPTH(FEET) = .04 TRAVEL TIME(MIN.) = 8.92 TC(MIN.) = 28.47 I **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 1 > > > > }DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE< < < < CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: 0� TIME OF CONCENTRATION(MINUTES) = 28.47 �� RAINFALL INTENSITY (INCH./HOUR) = 1.55 TOTAL STREAM AREA (ACRES) = 4.9C I T8TL STREM RUNOFF(CFS) AT CONFLUENCE = 5. 00 * ***** I FLOW PROCESS FROM NQ6E 9.00 TO NODE 10.00 IS CODE = 2 ��)>}0��TIONAL METHOD INITIAL SUBAREA ANALYSIS< { < < < -� I =�=�- ~-�- ASSUMED INITIAL SUBAREA UNIFORM UNDEVELOPED WITH POOR COVER I TC= ION CHANGE)]**. E: INITIAL SUBAREA = 970.00 UPSTREAM ELEVATION = 1235..6960 DOWNSTREAM �'ELEVAT'JON = 1219.00 I �� 16.00 T .533 *E( 970.00**3)/( 16.00)]**.2 = 18.951 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.976 I SOIl~��CLA1�SIF3CAT%QN IS "A" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .5317 SUBAREA RUNOFF(CFS) = 4.62 I TOTAL A�EA�ACRES) = 4.40 TOTAL RUNOFF(CFS� = '4.62 . , *************************************************************** *w I FLOW PROCESS 8 FROM NODE 10.00 TO NODE 10.00 IS CODE = 1 >>>}>DES%GNATE INDEPENDENT STREAM FOR CONFLUENCE<<<<< I > ) > > >AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES< < < < < CONFLUENCE VALUES USED POR INDEPENDENT STREAM 2 ARE: I TIME OF CONCEMTRTION(MINUTES) = 18. 95 RAINFALL INTENSITY (INCH./HOUR) = 1.98 TOTAL STREAM AREA (ACRES) = 4.40 ` 1 TOTAL STREAM STREAM RUNOFF(CFS) AT CONFLUENCE = 4.62 CONFLUENCE INFORMATION: _ _ ` ' ,' ^w- _ 1 5.00 28.47 1.548 ~. I 2 4.62 18.95 1.976 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO N� FORMULA(SBC) USED FOR 2 STREAMS. w� VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 8.62 7.95 I COMPUTED CONFLUENCE ESTIMATES ARE AS FQLLOWS: RUNOFF(CFS> = 8.62 TIME(MINUTES) = 28.472 TOTAL AREA(ACRES) = 9.30 1 �� **************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 15.00 IS CODE = 5 II - >>>>}COMPUTE TRAPEZOIDAL-CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< I ====== UPSTREAM NODE ELEVATION = 1219.00 DOWNSTREAM NODE ELEVATION = 1209.50 CHANNEL LENGTH THRU SUBAREA(FEET) = 550.00 II CHANNEL- BASE(FEET) = 300. 00 "Z" FACTOR = 99. 990 MANNINGG FACTOR = .040 MAXIMUM DEPTH(FEET) = .05 CHANNEL FLOW THRU SUBAREA(CFS) = 8.62 I FLOW VELOCITY(FEET/SEC) = .76 FLOW DEPTH(FEET) = .04 TRAVEL TIME(MIN.) = 12.12 TC(MIN.) = 40.59 I ************************************************************************ FLOW PROCESS FROM NODE 15.00 TO NODE 15.00 IS CODE = 1 . ` 1 DES II CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 40.59 RAINFALL INTENSITY (INCH./HOUR) = 1.25 TOTAL STREAM AREA (ACRES) = 9.30 I TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 8.62 - FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 2 - I M>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS(M( -- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED tNITH POOR COVER INITIAL SUBAREA FLOW-LENGTH = 1000.00 UPSTREAM ELEVATION = 1227.00 DOWNSTREAM ELEVATION = 1209.50 �� ELEVATION DIFFERENCE = 17.50 TO = .533*C( 1000.00**3)/( 17.50)]**.2 = 18.958 10.00 YEAR RAINFALL INTENSITY(I�CH/HOUR) = 1.976 SOIL CLASSIFICATION IS "A" m� UNDEVELOPED WATERSHED RUNOFF COE�FICIE'IT = .' SUBAREA RUNOFF(CFS) = 10.23 I TOTL AR��(ACRES) = 9 80 TOTL RUNOFF(CFS> = �0 ��9 . . * *********************************** I FLOW PROCESS FROM NODE 15.00 TO NODE 15. n0 IS CODE = 1 _____ - , , 4 ,//1.- 1J .-,-J r-._,-. vm.-uL.J ��^vr• ='nLhn v,,.utii == CONFLUENCE VALUES USED FOR INDEPENDENT STREA� 2 ARE: �� TIME OF CONCENTRATION(MINUTES) = 18.96 RAINFALL INTENSITY (INCH./HOUR) = 1.98 TOTAL STREAM AREA (ACRES) = 9.80 TOTAL STREAM RUNOFF(CF�S) AT CONFLUENCE = 10.29 �� CONFLUENCE INFORMATION: I STREM RUNOFF TIME INTENSITY NUMBER ( (NIN.) (INCH/HCUR) 1 8.62 40.59 1.251 iii 2 10.29 18.36 1.976 P'" RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO *' FORMULA(SBC) USED FOR 2 STREAMS. . VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 15.14 14.32 OM t COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: °ii RUNOFF(CFS> = 15.14 TIME(MINUTES) = 40.587 TOTAL AREA(ACRES) = 19.10 : END OF RATIONAL METHOD ANALYSIS IPA ird on � at ill � � �� �� r i iiir ill I SAN SEVAINE CREEK CHANNEL HYDRAULIC ANALYSIS C 1 0 1 a G C c SAN SEVAINE CREEK CHANNEL E NORMAL AND CRITICAL DEPTH W r W i I 7 i 1 � II HYDRAULIC ELEMENTS - I PROGRAM PACKAGE 1 <<< < << < <<< <<< << << << < < << < << < << < < < < < < < < <>> >> > >> >> > > >>>> > >> >>> >> >>> > >>> >>>>>>> > (C) Copyright 1982 Advanced Engineering Software [AES] < < < << ( < < << <<< << << << ( < < < < < < << << < < < < < < < <>> >> > > > > >> >>> >>> >> > > > >> > >> >>> > > > > >> >> > <<<<<<(<<<<<<<(<<<<<<<<<<<<<<<<<<<<<<<>>>>>>>>>>>}>>>>>>>>>>>>>>>>>>>>>>>>>> Advanced Engineering Software [AES] REV. 2.0 RELEASE DATE:12/30/82 <<<<<<<<<<<<<<<<<<<<<<<<<<<(<<<<<<<<<<>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> **********DESCRIPTION OF RESULTS******************************************** * SAN SEVAINE CREEK CHANNEL * * STATION 263+77.67 TO 264+28.67 * * J.R.M., JN.3614, 2/2/87 * * * * �� ************************************************* ************** * * ******** **************************************************************************** I > > > >CHANNEL INPUT INFORMATION< < < < CHANNEL Z(HORIZONTAL/VERTICAL) = 2.40 BASEWIDTH(FEET) = 59.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = .002500 UNIFORM FLOW(CFS) = 8530.00 MANNINGS FRICTION FACTOR = .0300 NORMAL-DEPTH FLOW INFORMATION: _ > > > > > NORMAL DEPTH(FEET) = 10.45 bi FLOW TOP- WIDTH(FEET) = 109.18 FLOW AREA(SQUARE FEET) = 879.09 HYDRAULIC DEPTH(FEET) = 8.05 kJ FLOW AVERAGE VELOCITY(FEET/SEC. ) = 9.70 UNIFORM FROUDE NUMBER = .603 PRESSURE + MOMENTUM(POUNDS) = 418611.66 AVERAGED VELOCITY HEAD(FEET) = 1.462 SPECIFIC ENERGY(FEET) = 11.916 U� �� CRITICAL-DEPTH FLOW INFORMATION: CRITICAL FLOW TOP-WIDTH(FEET) = 96.19 CRITICAL FLOW AREA(SQUARE FEET) = 601.15 1 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6. 25 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC.) = 14.19 CRITICAL DEPTH(FEET) = 7.75 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 368257. 16 �� AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.126 CRITICAL FLOW SPECIFIC ENERbY(FEET) = 10.874 II * * * * * * * ** *DESCRIPTION OF RESULTS************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * SAN SEVAINE CREEK CHANNEL * * @ STATION 264 +28.67 II * * J.R.M. , JN. 3614, 2/2/87 * ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** > >> )CHANNEL INPUT INFORMATION( < << 1 CHANNEL Z(HORIZONTAL /VERTICAL) = 2.00 BASEW I DTH (FEET) = 59.00 CONSTANT CHANNEL SLOPE(FEET /FEET) = .002500 UNIFORM FLOW(CFS) = 8530.00 E: MANN I NGS FRICTION FACTOR = .03W0 F" NORMAL -DEPTH FLOW INFORMATION: >>> >> NORMAL DEPTH(FEET) = 10.68 FLOW TOP- WIDTH(FEET) = 101.72 FLOW AREA(SQUARE FEET) = 858.17 HYDRAULIC DEPTH(FEET) = 8.44 FLOW AVERAGE VELOCITY(FEET /SEC.) = 9.94 UNIFORM FROUDE NUMBER = .603 [10 PRESSURE + MOMENTUM(POUNDS) = 424508.59 AVERAGED VELOCITY HEAD(FEET) = 1.534 SPECIFIC ENERGY(FEET) = 12.213 CRITICAL -DEPTH FLOW INFORMATION: CRITICAL FLOW TOP - WIDTH(FEET) = 90.5E CRITICAL FLOW AREA(SQUARE FEET) = 589.19 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 6.5i. CRITICAL FLOW AVERAGE VELOCITY(FEET /SEC.) = 14.48 CRITICAL DEPTH(FEET) = 7.88 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 374007.25 AVERAGED CRITICAL FLOW VELOCITY HEAD(FEET) = 3.255 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 11.136 • ay :1 #�1 wR II **********DESCRIPTION OF RESULTS******************************************** * SAN SEVAINE CREEK CHANNEL * * @ STATION 364+54.67 * N� * J. R. M. , JN. 3614, 2/2/87 * **************************************************************************** 0� **************************************************************************** 0� >>>}CHANNEL INPUT INFORMATION<<<< CHANNEL Z(HORIZONTAL/VERTICAL) = 0.00 N� BASEWIDTH (FEET) = 12.00 CONSTANT CHANNEL SLOPE(FEET/FEET) = .011060 UNIFORM FLOW(CFS) = 3614.00 bi MANNINGS FRICTION FACTOR = .0140 NORMAL-DEPTH FLOW INFORMATION: ni > > > > > NORMAL DEPTH(FEET) = 10.93 FLOW TOP- WIDTH(FEET) = 12.00 FLOW AREA(SQUARE FEET) = 22 HYDRAULIC DEPTH(FEET) = 10.93 FLOW AVERAGE VELOCITY(FEET/SEC.) = 27.54 UNIFORM FROUDE NUMBER = 1.468 PRESSURE + MOMENTUM(POUNDS) = 237658.11 AVERAGED VELOCITY HEAD(FEET) = 11.779 SPECIFIC ENERGY(FEET) = 22.714 0� ---- CRITICAL-DEPTH FLOW INFORMATION: CRITICAL FLOW TOP-WIDTH(FEET) = 12.00 �� CRITICAL FLOW AREA(SQUARE FEET) = 169.47 CRITICAL FLOW HYDRAULIC DEPTH(FEET) = 14.12 CRITICAL FLOW AVERAGE VELOCITY(FEET/SEC. ) = 21.32 CRITICAL DEPTH(FEET) = 14.12 CRITICAL FLOW PRESSURE + MOMENTUM(POUNDS) = 224024. 61 AVERAGED CRITICAL- FLOW VELOCITY HEAD(FEET) = 7.061 CRITICAL FLOW SPECIFIC ENERGY(FEET) = 21.184 om 11 �m�m�m�mMmM� - �� ** RESULTS OF IRREGULAR CHANNEL ANALYSIS ** CALCULATIONS BASED ON MANNINGS EQUATION WITH ALL DIMENSIONS IN FEET OR FEET AND SECONDS li mo:‹(‹m((«mm<m«mm(momm›m›»,),››»m›)›m›mm›> >>>> >>>>>>> >>>>>>>>> (C) Copyright 1983 Advanced Engineering Software [AES] <<<<< << < <<< (< < << < <<<<<<< << < < < << << << < < <>>>> >>>>>>}>>>>>>>> >>>>>>>>>>>>> > >>>>> ~ SAN SEVAlNE. CHANNEL srA 2-67+ * ENTERED INFORMATION FOR SUBCHANNEL NUMBER 1 : NODE NUMBER "X" COORDINATE "Y" COORDINATE pm 1 0.00 0.00 \� 2 18.00 -12.00 3 30.00 -12.00 4 30.01 0.00 tip SUBCHANNEL SLOPE(FEET/FEET) = .015200 SUBCHANNEL MANNINGS FRICTION FACTOR = .014000 SUBCHANNEL FLOW(CFS) = 7228.5 SUBCHANNEL FLOW AREA<SQUARE FEET) = 132.83 SUBCHANNEL FLOW VELOCITY(FEET/SEC.) = 37. 475 SUBCHANNEL FROUDE NUMBER = 2.466 SUBCHANNEL FLOW TOP-WIDTH(FEET) = 26.89 r SUBCHANNEL HYDRAULIC DEPTH(FEET) = 7.17 0 TOTAL IRREGULAR CHANNEL FLOW(CFS) WANTED = 7228.00 COMPUTED IRREGULAR CHANNEL FLOW(CFS) = 7228.52 rug ESTIMATED IRREGULAR CHANNEL NORMAL DEPTH WATER SURFACE ELEVATION -2.08 NOTE: WATER SURFACE IS BELOW EXTREME LEFT AND RIGHT BANK ELEVATIONS. ;1 3 1 SAN SEVAINE CREEK CHANNEL SUPERCRITICAL 3 1 1 la Wee g ,?aieewut, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING 1 n SUBJECT 1 SAN SEVAINE CHANNELI KANANIIDATE _ /_ d7 I108 NO. 8 1 A ISHETOF C BRIGDE PIER LOSSES BY MOMENTUM METHOD USING CHART NO. 11 FROM L:A, COUNTY F.C:D: /2/3,1 /2/,t..97 1 y ,,0Moe PReXiii 1 / J / v 4 v 0 2- /Z X /2 go f $ FROM HEC-2 RUN h STA. 28(i f/2 \y 1 / d1= B. ¢2 4 ws= /Z /4.97 N N O w =34 7 . STA. ZB f N O d = 8..70 © w.s. =/Z/3,4a 0 GIVEN: 0 0 0 d, =c9.4Z ' ' V034 7¢ b1= -t3 4 - beZ4 N PIER e: N IN ID COMPUTE: g= 32.2 2g 64.4 = /e9. /, d,/ 1 v 2 = 6.42 / /8.74 =0.i- X = b2 / b , = 0.27 FROM GRAPH : FIND y y= /481 d2 /di ' y PIER LOSSES d2- d,= 9,43- 4`z = 0,7/ Q W. S. = /2/,3. o - t O. 7/ = /Z /1 // r 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 WI :1ii?, apte. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJEC S FltK SJVA /NE CHANNEL BY J. KANANi DATE /_ 4 9 7 JOB NO. c5 , / SHEET OF S/ow5 freeboard Calc.'s `�r�y�35 Frew 61a. 3/Z46o ro 28l0,-/o gt�r /r/P PM ' w .4/ 7 2 y� i- .-° P- Carve a l /ynr77errts : /Vo CJP/ /5 C ,,,,, [ 1 Q / ener : G) _ g _ . = / A. Z l� _ 33. 5/"�G /� C 9y c �.�.� � l�i'i �9 7 n E # P D7 `5 4 4 = 8 70 74 (33.. -¢) ---7 24.x/ [ ....A. // c - /.38 ,c (z/ 85) ZG 7, E' A , 2. G /> /. 05 (Zo. 79) = Z/. 83 N4 ser,0/2t dpi '1'h reW/ ,eo // waves: Z. 26,so So= o.0/56. A = e72 /„= 30¢ 1= 33.5 ¢ 1 / A _ z/3.,» _ Z . Z 8 13 r 3/,0, f/-a chart e-3/ ,i,�vx /Dn -- / A/M•x = 8.72 p /., char/ 6_32 ,.h x /fin = o. oS el h,$ {. = o• %£ l ' ' 1",i - `! 1114 2.58 ci i>"a = d.72 f 2.5g(0. il .;/j - 9 g4 Freeboard rewired : z.5 I i .,...... _ , . ,, . _ , _nuu 1 AV=1■11 IP A (C TA!APRA CAI IFfRN2,,t ,- .D8 • (7141 641 -8777 4 1 12/03/87 16:47:35 PAGE 1 ciii THIS RUN EXECUTED 12/03/87 16:47:36 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01, 82.83.84,05.06 MODIFICATION - 50.51.52,53,54,55,56 IBM -PC -XT VERSION * * ********************"**** ** r ill L FR TI CONC. LINED CHANNEL HERITAGE PRKWAY TO FOOTHILL BLVD. T2 JOB. # 3520 SUPERCRITICAL T3 SAN SEVAI E CHANNEL WATER SURFACE PROFILE 0 100 YEAR kii r• J1 ICHECK INO NINV IDIR STRT METRIC HVINS 0 WSEL FQ L 0. 2. 8. 1. .008000 .00 28.2 0. 1214.110 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1.088 .000 -1.800 .000 .000 .000 .000 .008 .000 .800 L J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38.000 8.000 1.088 14. 26.000 2.008 .000 .000 .008 .000 [ NC .815 .815 .815 .100 .300 .000 .000 .000 .000 pA OT 1. 7257.500 .000 .800 .000 .000 .000 .008 .880 .000 L X1 28456.000 4.008 .088 24.858 56.080 56.000 56.000 .000 .000 .000 GR 1219.000 .000 1204.500 .010 1204.500 24.840 1217.000 24.850 .000 .000 g ._ X1 28400.000 .000 .000 .000 100.' 100.000 100.000. . ,, 0 -.750 .000 X1 28300.000 .000 .' . ,s , 200.000 200.000 200.000 .000 -1.320 .000 X1 28100.000 .000 .088 .000 200.000 200.000 200.000 .000 -2.640 .000 3 X1 27900.000 .000 .000 .008 288.048 200.000 2..000 .000 -2.640 .000 X1 27700.000 .800 .000 .000 200. ,, 0 200. T 2 .000 -2.640 .000 X1 27500.000 .000 .000 .000 120.. 120.000 120.080 .000 -2.640 .000 X1 27380.000 .000 .008 .000 1.000 1. ,„ 1. ,, 0 .000 -1.580 .000 3 1 12/83/87 16:47:35 PAGE 2 E II i: X1 27379.000 4.000 .000 39.830 49.000 49.000 49.000 .0 b . 000 .000 GR 1203.00 .000 1190.290 1190.290 39.830 1203.000 39.830 .000 .000 r X1 27330. 4.' .000 24.830 30.000 30.000 30.000 .000 .000 .000 ta 6R 1203.000 .000 1189.640 .000 1189.640 24,830 1203.008 24.830 .000 .000 X1 27300.000 .Y .',Y, . 0 Y 150.' ., 150. 150.000 .000 -.4 .000 iii X1 27150.000 .000 .000 .000 119.000 119.Y4 119.000 .000 -1.980 .000 r" X1 27031.000 .000 .1i . 131.000 131.000 131.000 .000 -1.810 .000 X1 26900.'-' .' .000 .000 80.000 88.000 80.' .Y/0 -1.990 .000 !m iimi X1 26820.000 4.000 .000 24.830 50.000 50.000 50.000 .000 .000 .000 GR 1194.000 .000 1182.230 .000 1182.230 24.830 1194.000 24.830 .000 .000 X1 26770.000 4.000 .000 24.850 19.000 19.000 19.000 .000 .w/ .0 GR 1194.000 .000 1181.470 .010 1181.470 24.840 1194.000 24.850 .000 .000 rm iiii X1 26751.000 .000 .,,, .000 61.000 61.000 61.000 .000 -.290 .000 X1 26690.000 .000 .000 .000 40.000 40.000 40.000 .000 -.670 .001 iim X1 26650.000 4.000 .,, 24.850 40.000 40.000 40.000 .000 .000 .0Y 60 1193.000 .000 1180.080 .010 1180.080 24.840 1193.000 24.850 .000 .000 X1 26610.Y .000 1.000 1.000 1.000 .000 -.440 .000 NC .014 .014 .014 .100 .300 .000 .000 .000 .000 .000 Pim X1 26609.000 9.000 .001 24.850 145.000 145.000 145.000 .000 .000 .,v, Iwi GR 1192.000 .Y 1191.600 .001 1179.600 .010 1179.600 12.000 1191.600 12.010 60 1192.000 12.840 1179.600 12.840 1179.6 24.840 1191.600 24.850 .000 .000 pm alp Xi 26464.000 .000 .000 .000 .000 .080 .000 .000 -1.600 .000 El .000 .000 .' .000 .,,, .000 . 000 .000 .000 .000 i :1 12/03/87 16:47:35 PAGE 3 5ECNO DEPTH CWSEL CRIWS WSELK ES HV HL OLOSS BANK ELEV 0 QLOB DCH QROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIE VLDB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPNID ENDST *PROF 1 CCHV= .100 CEHV= .300 *SECNO 28456.000 :I 28456. 9.61 1214.11 1218.32 1214.11 1228.47 14.36 .00 .00 1219.00 7258. 0. 7257. 0. 0. 239. 0. 0. 0. 1217.00 .00 .00 30.41 .00 .015 .015 .015 .000 1204.50 . .009897 0. 0. 0. 0 10 0 .00 24.84 24.85 0 ii * SECNO 28400.000 28400.00 9.53 1213.28 1217.57 .00 1227.88 14.60 .56 .02 1218.25 7258. 0. 7257. 0. 0. 237. 0. 0. 0. 1216.25 .00 .08 30.66 .00 .015 .015 .015 .0• 1203.75 .00 . 010130 56. 56. 56. 4 11 0 .08 24.84 24.85 0 *SECNO 28300. 28380.00 9.41 1211.84 1216.26 .08 1226.81 14.97 1.03 .04 1216.93 7258. 0. 7257. 0. 0. 234. 0. 1. 0. 1214.93 . 08 .00 31.05 .00 .015 .015 .015 .000 1202.43 .00 r" .010485 100. 100. 100. 4 11 0 .00 24.84 24.85 Li 0 * SECNO 28100.000 28108.00 9.23 1209.02 1213.62 .00 1224.60 15.57 2.15 .06 1214.29 7258. 0. 7257. 0. 8. 229. 0. 2. 0. 1212.29 . 08 .00 31.67 .00 .015 .015 .015 .000 1199.79 .00 . 011073 200. 200. 200. 4 11 0 .00 24.84 24.85 0 *SECNO 27900.000 27900.00 9.09 1206.24 1210.99 .,, 1222.29 16.05 2.26 .05 1211.65 r 7258. 8. 7257. 0. 0. 226. 0. 3. 0. 1209.65 Ili .00 .00 32.15 .00 .015 .015 .015 .000 1197.15 .00 .011541 200. 200. 200. 4 11 0 .00 24.84 24.85 :: 0 *SECNO 277. 27700.00 8.99 1203.50 1208.36 .00 1219.91 16.41 2.34 .04 1209.01 PP 7258. 0. 7257. 0. 0. 223. 0. 4. 0. 1207.01 PP .01 .00 32.51 .00 .015 .015 .015 .000 1194.51 .00 . 011905 200. 200. 200. 4 11 0 .00 24.84 24.85 0 [: 1 12/83/87 16 :47:35 PAGE 4 PM ;or SECNO DEPTH CWSEL CRIWS WSELIi E6 HV HL GLOSS BANK ELEV 0 (LOB QCH (ROB ALOB ACH AROB VOL TWA LEFT /RIGHT mil TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST : * SECNO 27 27500.00 8.91 1200.78 1205.66 .00 1217.47 16.69 2.41 .03 1206.37 7258. 0. 7257. 0. 0. 221. 0. 5. 1. 1204.37 .01 .00 32.78 .00 .015 .015 .015 .800 1191.87 .00 . 012187 200. 200. 200. 4 14 0 .00 24.84 24.85 0 * SECNO 27380..' 3 27380.00 8.88 1199.17 1204.08 .v 1215.99 16.82 1.47 .01 1204.79 7258. 8. 7257. 0. 0. 221. 0. 6. 1. 1202.79 . 01 .00 32.91 .00 .015 .015 .015 .000 1190.29 .00 3 8 .012321 120. 120. 120. 4 14 0 .00 24.84 24.85 * SECNO 27379.000 :: 27379.00 5.03 1195.32 1200.38 .00 1215.63 20.30 .02 .35 1203.00 7258. 0. 7257. 0. 0. 201. 0. 6. 1. 1203.00 .01 .88 36.16 .00 .015 .015 .815 .800 1190.29 .00 . 020828 1. 1. 1. 19 8 0 . , ', 39.83 39.83 0 SECNO 27338.' , 27330.00 18.02 1199.66 1203.47 .00 1212.86 13.20 .63 2.13 1203.00 7258. 0. 7257. 0. 0. 249. 0. 6. 1. 1203.00 . 01 29.16 .'' .815 .015 .015 1189.64 .00 iii 0 .008822 49. 49. 19. 11 17 0 .00 24.83 24.83 *SECNO 27300. 27300.00 9.96 1199.20 1203.05 .08 1212.58 13.38 .27 .02 1202.68 7258. 8. 7257. 0. 0. 247. 8. 6. 1. 1202.60 . 01 .00 29.35 .00 .015 .015 .015 .000 1189.24 .00 . 008985 30. 38. 30. 4 11 0 .00 24.83 24.83 0 *SECNO 27150.000 27150. 9.68 1196.94 1201.07 . 1211.10 14.16 1.40 .08 1200.62 7258. 0. 7257. 0. 0. 240. 8. 7. 1. 1200.62 .01 ON 30.20 . .015 .015 .015 1187.26 .00 .809712 150. 150. 150. 5 11 0 .00 24.83 24.83 0 ` 1 12/03/87 16:47:35 PAGE 5 PM t SECNO DEPTH CWSEL CRIWS WSELK E6 HV HL GLOSS BAN{ ELEV Q GLOB OCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT LA TIN: VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLDBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1 *SECNO 27031.000 27831.00 9.42 1194.87 1199.27 .00 1209.82 14.95 1.20 .08 1198.81 7258. 0. 7257. 0. 0. 234. 0. 8. 1. 1198.81 iir .01 .80 31.03 .08 .015 .015 .015 .808 1185.45 .00 .010467 119. 119. 119. 5 11 0 . 24.83 24.83 0 i *SECNO 26900.888 26900.88 9.20 1192.66 1197.29 .00 1208.33 15.67 1.42 .07 1196.82 7258. 0. 7257. 0. 0. 228. 0. 8. 1. 1196.82 ; . 01 .88 31.77 .08 .015 .015 .015 .080 1183.46 .00 . 011170 131. 131. 131. 5 11 0 .00 24.83 24.83 0 *SECNO 26820.880 26820.' , 9.09 1191.32 1196.07 .'' 1207.38 16.06 .91 .04 1194.00 7258. 0. 7257. 0. 0. 226. 0. 9. 1. 1194. ' 3 .01 .08 32.16 .',' .815 .015 .015 .080 1182.23 . 011559 80. 80. 80. 4 11 0 .00 24.83 24.83 8 *SECNO 26770.' '' 26770.08 9.02 1190.49 1195.32 .00 1206.78 16.28 .58 .02 1194.00 7258. 0. 7257. 0. 8. 224. 0. 9. 1. 1194.'i' . 01 . 80 32.38 .'' .015 .015 .015 .''' 1181.47 .00 1 .011777 50. 50. 50. 4 11 0 . 24.84 24.85 L 1 0 i *SECNO 26751. 0 0 26751.00 9.00 1190.18 1194.97 .00 1206.54 16.36 .22 .01 1193.71 7258. 0. 7257. 0. 0. 224. 0. 9. 1. 1193.71 E .01 .00 32.46 .00 .015 .015 .015 .%,% 1181.18 .00 . 011858 19. 19. 19. 4 14 0 .00 24.84 24.85 0 *SECNO 26690.000 26690.00 9.02 1189.53 1194.30 , 1205.80 16.27 .72 .03 1193.04 7258. 0. 7257. 0. 8. 224. 0. 9. 1. 1193.04 .02 .08 32.37 . , .015 .015 .015 . , 1180.51 .00 .011761 61. 61. 61. 3 14 0 .00 24.84 24.85 0 1 12/03/87 16:47:35 PAGE 6 SECNO DEPTH CWSEL CRIBS WSELK E6 HV HL OLOSS BANK ELEV Q QLOB QCH QROB (LOB ACH AR0B VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST iii *SECNO 26650.080 26650.00 9.06 1189.14 1193.87 .00 1205.29 16.15 .47 .03 1193.. , 7258. 0. 7257. 0. 0. 225. 0. 10. 1. 1193.00 .02 .00 32.25 .00 .015 .015 .015 . 1180.08 .00 . 011648 40. 40. 40. 4 14 0 24.84 24.85 r iii 0 *SECNO 26610. 26610. , 9.07 1188.71 1193.49 .00 1204.81 16.10 .46 .01 1192.56 7258. 0. 7257. 0. 0. 225. 0. 10. 1. 1192.56 . 02 .00 32.20 .00 .015 .015 .015 .000 1179.64 .00 .011599 40. 40. 40. 3 11 0 .00 24.84 24.85 •• 0 II CCHV= .100 CEHV= . 300 *SECNO 26609. ., 3265 DIVIDED FLOW 26609. 9.60 1189.20 1193.84 . 1204.59 15.39 .01 .21 1191.60 7258. 0. 7257. 0. 0. 231. 0. 10. 1. 1191.60 . 02 .00 31.48 .00 .014 .014 .014 . , 1179.60 . 015404 1. 1. 1. 4 11 0 .00 24.01 24.85 0 *SECNO 26464.000 3265 DIVIDED FLOW 1 26464.00 10.06 1188.06 1192.24 .: 1202.07 14.01 2.10 .41 1190. 7258. 0. 7257. 0. 0. 242. 0. 11. 1. 1190.00 .02 .00 30.04 .00 .014 .014 .014 1178.00 . . 013697 145. 145. 145. 4 11 0 .00 24.01 24.85 0 1 1 12/03/87 16:47:35 PAGE 7 THIS RUN EXECUTED 12/03/87 16:48:37 fl** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 rm ERROR CORR - 01.02.03.04.05.06 MODIFICATION - 50,51,52,53.54,55,56 IBM -PC -XT VERSION NOTE- ASTERISK (*) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EVAINE CHANNEL WATER SUR SUMMARY PRINTOUT ;: SECNO DEPTH CWSEL QCH VCH CRIWS s� 28456.' 9.61 1214.11 7257.50 30.41 1218. E - 28400. 9.53 1213.28 7257.50 30.66 1217.57 28300. 9.41 1211.84 7257.50 31.05 1216.26 1(r� 28100. 9.23 1209.02 7257.50 31.67 1213.62 csi 27900.000 9.09 1206.24 7257.50 32.15 1210.99 " �• 27700.080 8.99 1203.50 7257.50 32.51 1208.36 k 27500. 8.91 1200.78 7257.50 32.78 1205.66 3 \t, 27380. 8.88 1199.17 7257.50 32.91 1204.00 27379.000 5.03 1195.32 7257.50 36.16 1200.3 F6.= 3 ( N 27330. 10.02 1199.66 7257. 29.16 1203.47 27300. 9.% 1199.20 7257.50 29.35 1203.05 27150. 150 9.68 1196.94 7257.50 30.0 1201.07 27031. 9.42 1194.87 7257.50 31.03 1199.27 N 26900.000 9.20 1192.66 7257.50 31.77 1197.29 26820.'.''. 9.09 1191.32 7257.50 32.16 1196.07 26770.800 9.02 1190.49 7257.50 32.38 1195.32 I; 26751.040 9.00 1190.18 7257.50 32.46 1194.97 1 12/03/87 16 :47:35 PAGE 8 SECNO DEPTH CWSEL OCH VCH CRAB 26690.000 9.02 1189.53 7257.50 32.37 1194.30 26650.000 9.06 1189.14 7257.50 32.25 1193.87 26610. s'.'. 9.07 1188.71 7257.58 32.20 1193.49 1 /� /,/ Z ,(5 26609. 9.60 1189.20 7257.50 31.48 1193.84 26464. 10.06 1188.06 7257.50 30.04 1192.24 6 1 12/03/87 16:47:35 PIS 9 SUMMARY OF ERRORS AND SPECIAL. NOTES 12/03/87 16:48:44 PAGE 1 THIS RUN EXECUTED 12/03/87 16:48:45 * ***1 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02.03,04,05,06 M ODIFICATION - 50, 51,52.53,54,55,56 IBM -PC -XT VERSION t+tjt 1 tC. En h g 2oteeoexuit, NIMMINV 1 CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING S U B JE CT SAN SEVAINE CHANNELI BY J. K A NA NI DAT�_ /+ �� JOB NO 8 1 4 I 3 1 BRIGDE PIER LOSSES BY MOMENTUM METHOD USING CHART NO: 11 FROM LA, CO F.C:D: /18.5 /0 //88.06 §89. /4 ,iGrE saecAprx 1 " 8! /D riiis 1 re7r \- - Q -_ - 1 0 1 v FROM HEC72 RUN r. 1 STA. =17 ' /.) d1= 9. 06 O N r 1 WS = //aQ / A= 32.25 • I? 1 . 1 GIVEN: 3 O 0 dl= 5010 , VI = 3Z , Z5, b1 =2¢•8 , b2= z ¢ N °° . ti ` COMPUTE: g= 32.2 V I 2 = t 3z64 .z5)2 _ /S 2 2 d,/ 2g = . 5 . 06 / /x. /5 = 0. 5! X = b2 / 1)1 = o.97 1 FROM GRAPH : FIND y y= /09 a2 /dl = y I d2= /.&9( 010) =9.88 O2 PIER LOSSES d2 -d,= 5 238 — 9 46 = . . 8 1 W.S. = 3 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 hiae 2fteiftax, ate. __- CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SuBJECSAN 5,4„vovive CH,INNEL I BY J, KAJ+V mo I DATE / 7• jJ003 I SHEET OF SANlo freeboard Ca/C. s Prom Sta. Z To - 1/e %ci/7 < #/E,e /TAGS Pf1'ieXW To f"ooT,.s�i /.� .8lv'? Carve a l /yomewts : .e_ /ooa ' � = B / v„ = 3 , s _ v = (33.'4) l z`7C.83 = O, B9 32100 1 1 sfeeifiC e'er _ // 03 N' SefGen / det /A Ca /c. ' j ye fa /Ci,o/ ,Coll waves : Z.- 04-0 s = o. ,j52 z _ e G � f� = 33. 2.0 D 132, 2. (8.60 No ,e0 1 ▪ p - eelva - d required; 2 • ▪ 1 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 ir g SAN SEVAINE CREEK CHANNEL SUBCRITICAL 1 1 i 07/31/87 11:26:32 PAGE 1 S/1// THIS RUN EXECUTED 07/31/87 11:26 :33 ** ** +1** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 III -PC -XT VERSION ***** ***** r td FR T1 COW. LINED CHANNEL VICTORIA AVE. TO RAIL ROAD r T2 JOB. 8 (3520 OLD) 3814 SUPERCRITICAL ii T3 SAN SEVAINE CHANNEL WATER SURFACE PROFILE Q 100 YEAR I J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 0. 1. .017600 .00 20.0 0. 1310.170 .000 J2 (PROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE - 1.' 1.' .000 .0e0 .000 .000 .000 .000 .000 1 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38. fl , , 8.000 1.000 14. „ 26.' 2.000 .000 .000 .000 .000 NC .015 .015 .015 .100 .300 . .000 .000 .000 .0 QT 1.000 4740.300 .000 • ", .000 .000 .000 .000 X1 35130.000 5. . 38.010 60.000 60. 60.000 .000 .000 .000 GR 1317. ; , . ; 1316.260 .w 1304.260 18.000 1304.260 38.000 1317.000 38.010 al li X1 35071.- 5.000 .001 38.818 170. 170. 170.000 .000 .000 GR 1315.008 .000 1314.438 .801 1383.430 15.008 1303.430 30.000 1313.408 30.010 X1 34900.888 .008 .088 .000 208.Y 200.000 200.000 .000 -2.380 .000 X1 34708.Y .0a8 200.000 2 2v .000 -2.800 .000 X1 34500.000 .000 .-41 .000 200. 200. 200.A .000 -2.800 .000 X1 34300.000 . . , .000 100.' 1 1 ° .Y -2.800 .000 X1 34200. .008 .,,, .,,, 58.000 58. 58.000 .000 -1.400 .000 1 07/31/87 11:26:32 PAGE 2 3 1 1 1 X1 34142.080 4. .,,, 20.850 42. : 42.080 42.'4% .000 .000 .000 GR 1302. " , .808 1298.438 .010 1290.438 20.840 1302. , 0 20.858 .000 .0 X1 34100.088 .,' .800 .000 150.000 158.0. 150.000 .4'10 -.678 . r X1 33884. 4..' . , 28.850 1.' 1.' 1.080 .000 .000 .000 GR 1299. .080 1286.300 .810 1286.300 20.848 1299.000 20.858 .000 .000 C NC .814 .814 .014 .188 .388 .000 .000 .000 .800 X1 33882. 9.' .881 20.850 40. 40. 40.000 .000 .800 .000 r GR 1299.4' 1298.780 ..'1 1286.280 .810 1286.280 10.000 1298.250 10.010 6 GR 1299. 10.838 1286.280 10.848 1286.288 20.840 1298.7 20.850 .000 .000 X1 33842.Y .000 1. ; 1.080 1.800 .000 -.640 .0 NC .015 .015 .015 .180 .300 . '.'i .0'4, . , a0, . ,,,, X1 33841.808 4. .000 20.850 .0' . r, ,,, .000 .000 .008 .000 +," GR 1295.880 1285.620 .010 1285.620 20.840 1295.000 20.850 .000 .000 f EJ .%", . 008 .008 . ,,,, , ..'.0 .000 .088 .000 . , 1 r 07/31/87 11:26:32 PAGE 3 ii SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV r Q GLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT tr+ TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIL. IDC 1ONT CORAR TOPWID ENDST C *PROF 1 CCHV= .108 CEHV= .388 *SECNO 35138. , ' 35130. 5.91 1318.17 1314.71 1310.17 1326.90 16.73 .00 .,a 1317.00 r lo 4748. 8. 4740. 0. 0. 144. 0. 0. 8. 1317. . 08 .00 32.83 . .815 .815 .015 1384.26 9.13 . 817585 0. 0. 0. 8 13 0 .80 28.87 38.00 0 8 ii *SECNO 35871. 35871.00 7.77 1311.20 1315.36 .00 1325.18 13.98 .89 .83 1314.43 4748. 8. 4748. 0. 0. 158. 0. 0. 0. 1313.40 . 00 30.81 .' .015 .015 .815 .1 1303.43 4.39 . 012736 68. 60. 60. 9 14 0 .00 25.62 30.01 0 *SECNO 34 '' ' , .000 34900.00 7.73 1308.78 1312.99 .00 1322.98 14.19 2.19 .02 1312.05 4748. 8. 4740. 0. 0. 157. 8. 1. 0. 1311.02 .00 .Y 3 .00 .015 .015 .815 .000 1381.85 4.46 .812999 178. 170. 170. 4 11 0 .," 25.55 38.01 0 *SECNO 347 34780.08 7.69 1305.94 1318.13 .00 1320.33 14.39 2.62 .02 1389.25 4748. 0. 4748. 0. 0. 156. 0. 2. 0. 1308.22 . 08 00 30.44 .88 .015 .015 .815 . 1298.25 4.51 f - .813246 208. 280. 280. 4 14 0 .00 25.49 30.01 2 Wii 1 0 *SECNO 34500.000 34500.00 7.66 1303.11 1307.33 .00 1317.65 14.54 2.67 .01 1306.45 4740. 0. 4740. 0. 0. 155. 0. 2. 0. 1305.42 i . 01 .'. 30.60 .015 .015 .015 . 008 1295.45 4.56 . 013433 200. 200. 200. 4 14 0 .00 25.45 30.01 0 *SECNO 34300. 34300. 7.64 1300.29 1304.53 .00 1314.94 14.65 2.70 .01 1303.65 4740. 0. 4740. 0. 0. 154. 0. 3. 0. 1302.62 r .01 30.72 .00 .015 .015 .015 .'.'', 1292.65 4.59 ilia .013573 200. 200. 200. 4 14 0 .00 25.42 30.01 0 1 P 07/31/87 11:26:32 PAGE 4 toi SECNO DEPTH CWSEL CRIWS WSEU( EG HV HL OLOSS BANK ELEV Q GLOB QCH GROB ALOE ACH AROB VOL TWA LEFT /RIGHT TINE VLOB VCH VROB XNL XN H XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST k lir *SECNO 34200.000 r 34200. ''' 7.63 1298.88 1303.13 .00 1313.57 14.70 1.36 tili 4740. 0. 4740. 0. 8. 154. 0. 3. 1. 1301.22 . 01 . 30.76 . .015 .015 .015 . • 1291.25 4.60 . 013630 1 1'.' 1, 4 14 0 .00 25.41 30.01 8 *SECND 34142. ', 34142.'� 7.31 1297.74 1302.10 1312.74 15.00 .80 .03 1302. E � 4740. 0. 4740. 0. 0. 153. 0. 4. 1. 1302.00 . 01 31.08 .00 .015 .015 .015 1290.43 . 014073 58. 58. 58. 5 14 0 .80 20.84 20.85 8 *SECNO 341' 34100.'•'. 7.29 1297.05 1301.43 .00 1312.14 15.09 .59 .01 1301.3 o"' 4740. 0. 4740. 0. 0. 152. 0. 4. 1. 1301.33 tit .01 31.17 .00 .015 .015 .015 1289.76 .00 . 014188 42. 42. 42. 2 14 0 . . 20.84 20.85 a *SECNO 33884.' 33884. 6.99 1293.29 1297.97 .00 1309.74 16.46 2.26 .14 1299.00 4740. 0. 4748. 0. 0. 146. 0. 4. 1. 1299.00 .01 .00 32.55 .00 .015 .015 .015 . ' 1286.30 ▪ 016017 150. 150. 150. 5 14 0 .00 20.84 20.85 0 CCHV= .100 CEHV= .3' *SECNO 33882. ;' 3265 DIVIDED FLOW 33882.00 7.42 1293.70 1298.34 . ; 1309.54 15.84 .02 .19 1298.78 4740. 0. 4740. 0. 0. 148. 0. 4. 1. 1298.78 W . .81 . , 31.94 .00 .014 .014 .014 .000 1286.28 4!! 3 ail a .021832 1. 1. 1. 5 14 0 20.01 20.85 *SECNO 33842. E 3265 DIVIDED FLOW 1 07/31/87 11:26:32 PAGE 5 SECNO DEPTH CWSEL CRIWS I I.K EG HV HL GLOSS BANK ELEV 0 QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 33842.00 7.52 1293.16 1297.70 .00 1308.59 15.43 .83 .12 1298.14 4740. 8. 4748. 0. 0. 150. 0. 4. 1. 1298.14 .81 31.52 .00 .014 .814 .014 .000 1285.64 .00 .020348 48. 40. 40. 4 14 0 .00 20.01 20.85 0 CCHV= .1'.' CEHV= .300 *SECNO 33841.' 33841.00 7.14 1292.76 1297.29 .00 1308.53 15.78 .02 .03 1295.00 4740. 8. 4740. 0. 8. 149. 0. 4. 1. 1295.00 .01 .00 31.88 .00 .015 .015 .015 .000 1285.62 .015102 1. 1. 1. 6 14 0 .00 20.85 20.85 07/31/87 11:26:32 PAGE 6 THIS RUN EXECUTED 07/31/87 11:27:18 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 58,51,52,53,54,55,56 IBM4 -PC -XT VERSION *H ******f******* ****** *HHHHHHHHHHE***HHHHH*** NOTE- ASTERISK 1 *) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EVAINE CHANNEL WATER SUR SUNNY PRINTOUT SECNO DEPTH CWSEL QCH VCH CRIWS 35130. 5.91 1310.17 4740.30 32.83 1314.71 /45 PP" 4 35071. •7.77 1311.20 4740.30 30.01 1315.36 34908.. 7.73 1308.78 4740.30 30.23 1312.99 34700. 7.69 1305.94 4740.30 30.44 1310.13 Li ) nj 34500.Y 7.66 1303.11 4740.30 30.60 1307.33 4 34300.Y 7.64 1300.29 4740.30 30.72 1304.53 t i /05 34200.000 7.63 1298.88 4740.30 30.76 1303.13 34142. 7.31 1297.74 4740.30 31.08 1302.10 r•• N 34100.000 7.29 1297.05 4740.30 31.17 1301.43 V b 33884.000 6.99 1293.29 4740.30 32.55 1297.97 33882. 7.42 1293.70 4740.30 31.94 1298.34 33842.000 7.52 1293.16 4740.30 31.52 1297.70 33841.Y•' 7.14 1292.76 4740.30 31.88 1297.29 O 1 � f r / E , f ' � o . S S E S /z, . 7 � 0 . 7 8 _ / Z "3.5'5 07/31/87 11:26:32 PAGE 7 SUMMARY OF ERRORS AND SPECIAL NOTES 1 lass 07/31/87 11:27 :23 PAGE 1 r THIS RUN EXECUTED 07/31/87 11:27:24 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION Ott ***f **U 5 1 1, IS hlae g 2fte00,40t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING E SUBJECT C � y s E � / q / / G , _ C � � / 1 , ' z ' -"BY, K A N A N II DAT /- '7 1,0:31;/ I BRIDGE PIER LOSSES BY MOMENTUM METHOD r USING CHART NO. 11 FROM L.A. COUNTY F.C.D iii /293, 55 ., 5 1Z 93.2, I f oLte.vf :- r t7 - 77 - 7 - 74 • - : .. - : -. • • :;i7 - .. . Ir C V P - - 2- /o x IZ BoxEs E , f eoM //CC -2 /U / % ►v N 57A. 3387' f1 �. °0 d, = th. 9, % /s. = /293. Z 5 (N, M o m V = 32.55 ., ) 57-A.3.387,44 N vi e W.5.= G fps iii G / t 3 � Q - Z)2- \ o .4:) d 1 - � . 59 , V -32.5 , 1) = Zo. 8, 10 P/E/e V Z 32.55 a CaHPz/7 : 3 =32.2 2 ' _ _ /�, �5 iff di g 644 6 Z =o..,& 3 9 FieoM ,t-,//: : FIND j i = / //z d /d j 1 d = / /12 (lo. 9,9) = 777 (`J P /E/e Losses da-d, = 7 77- 6. 9�' = °• M 1 3 w. 5. = /Z5Z - G -7 /2,3 - 54 � 7 ICI 3170 REDHILL AVENUE • COSTA MESA, CALIrORNIA 92626 -3428 • (714) 641 -8777 i , i a 74,,e g 2fte00,4t, ate. 1 ...,, CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT DA OF 54NSgyA /NE CHANNEL lire J, KANAN� I 4 -- -..37 JOB NO .3 IS HE ET .5,4 / freeboard Cale. 's Prom Sty- 35071-7a TO 34/7 ECTiP /A To ,ChyZeML) ye4c' /7 .<3 Carve alrow is : ///V " C __ _ /5 0 g /S Sfeeifi, efery y : D = //. dd I/. /6. 6, 4 : 76 3 l/ = . I 1/ fle 1,-- z Hen= 76,3 /�.CO., z'z.0a ` lie c _ // dd -f 1 1 3 3 _ /G - zl 22.32> /. of" ( /G.Z1) _ /7oz /✓0 setae/It o%f! Ca /C. rPqui1 ,eoll waves : 1 L.-- / /,D //: -So = D, G /G Dn.,- 7. , 3 1 /D.= /5375 / c. V Dr T - Z /"."-'. Zlo ¢J 7.63 .. ) -see Paje c -/5" a/ L.A. / Preeboar required ; 2 f Coate /7 L es/�n mane 4/ (6 -¢/. 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 ANIMMIMMEINIMEMMO 4 2ftemia4t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJEC S11/09/NE CHANNEL , BY J. KANANI I DATE 8 4_ 87 110B NO. /4 I SH ,4// %F frrebocz.rd ca /c. 's From sta. 34/44z To I��GTviP /fr T� 1:4 /iea■.9.1) Yeloc/ ry -<3,5 Carve al/ o/newts : S /nw ,c le L 83 sr�ax = (32.55) Zo. - 3ZZa° = B._ /74 / �� SPCC/ /e eaer9y : � //- 6 7' // 425-0 20 83 • .v = w. z No S %rend` d;,0% Cak. 99 < , ..3 regHd -- ed tall waves : — _ _ 32.5.5 2, /7 C/iec iPc 11 �i ✓or/ .5� r 6 D V 32.2 (6.95) _ 17'0/ (I4, t C- _3/ /7r ox / 1 = / o -_� '�mox = 59 frai C% P/ C -3 z x/D„ = 0.o.5 dl,>M4x /iMn = 17r+iX f 2.8514 = 1. 2, d..570.35) = 7, 99 frecboard required : 2' 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 1 07/31/87 13:22:55 PAGE 1 ..5/ 91 THIS RUN EXECUTED 07/31/87 13:22:56 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,82,83,04,05, 06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION ** **1-1HHHHHHHHHHHHHHHHEIH4144 FR T1 CONC. LINED CHANNEL RAIL ROAD TO DEL NORTE r T2 JOB. 0 (3528 OLD) 3814 SUPERCRITICAL T3 SAN SEVAINE CHANNEL WATER SURFACE PROFILE Q 100 YEAR J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FO a 0. 2. 0. 1. .000000 .00 20.0 0. 1293.540 . % %% J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1.088 .,, -1. .,,. .000 .,,, .000 .000 .000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 0 38. , 8. ,,„ 1. ; ; 14.000 26. ' ,; 2.000 . %%% .000 .000 .000 NC .015 .815 .815 .1 .388 .',, .008 .008 .8 QT 1.808 4740.380 .008 .808 .008 .,, . 1 t ' .000 .080 X1 33841.E 4.888 .800 28.858 71. 71.088 71.008 .''', .000 .0 GR 1295.008 . , 1285.628 .810 1285.628 28.848 1295. 28.850 , .880 tirr X1 33778.888 4.008 .888 28.850 178.800 170.000 110.'%' .080 . .. .000 GR 1295.088 .808 1284.470 .818 1284.470 28.848 12994.' 20.850 .000 .008 X1 33680.008 .888 .,,, 295.080 295.080 295. .080 -2.720 .008 X1 33385.080 .080 .000 1. 1. 1.000 .,,, -4.720 .080 NC .014 .014 .814 .1 .300 ;;, .000 .008 .000 X1 33384.000 9.880 . 28.858 62. , ,, 62. ,',, 62.000 . ,' , .000 . , ,, GR ., , 1. Y;. . , 1 .030 .010 . 030 10., 1289.030 10.010 GR 1287 18..840 ,, 291 1277.830 18. 12 20. 1289 20.859 .088 X1 33242.880 ., , ,; .,'- 1 1. 1.000 . -1.080 .0 i 07/31/87 13:22:55 PAGE 2 1 1 1 1 NC .015 .015 .015 .100 .300 .000 .000 .000 X1 33241.008 4. .'' 20.850 .000 ., . ,, .000 .000 GR 1289. ,, 1275.950 .010 1275.950 20.840 1289.000 20.850 .000 i EJ . , '48 .000 .006 .000 .000 • '" , .008 .000 .0' 1 07/31/87 13:22:55 PAGE 3 rl hi SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS BANK ELEV P. Q (LOB QCH QROB ALOB Iii AROB VOL TWA LEFT /RIGHT iiii TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r ilw *PROF 1 CCHV= .11 CEHV= . +SECNO 33841.' 33841.00 7.92 1293.54 1297.33 1293.54 1306.35 12.81 .00 .4 1295.00 4748. 0. 4740. 0. 0. 165. 0. 0. 0. 1295.00 . 00 . 28.72 .00 .015 .015 .015 .800 1285.62 .00 . 011311 0. 0. 0. 0 10 0 .00 20.85 20.85 0 +SECNO 33770.000 33770. '4' 7.88 1292.27 1296.18 .00 1305.49 13.22 .82 .04 1295. '4'4 4740. 0. 4740. 0. 0. 162. 0. 0. 0. 1294.00 r .00 ., 29.17 .00 .015 .015 .015 .000 1284.47 .00 j .811810 71. 71. 71. 4 11 0 .00 20.85 20.85 0 pm +SECNO 33666.' 4 ii 33680.00 7.58 1289.33 1293.46 ,, 1303.32 14.00 2.09 .08 1292.28 4748. 0. 4740. 0. 0. 158. 0. 1. 0. 1291 .28 . 80 .00 38.02 .,' .015 .015 .015 .000 1281.75 .00 . 812783 170. 178. 170. 5 11 0 .00 20.85 20.85 imi 0 +SECNO 33305. r 33305.08 7.34 1284.37 1288.70 .00 1299.29 14.92 3.94 .09 1287.56 L. 4740. 0. 4740. 0. 0. 153. 0. 2. 0. 1286.56 .08 .88 31. .00 .015 .815 .015 .080 1277.03 .00 3 .813973 295. 295. 295. 5 14 0 .00 20.84 20.85 8 CCHV= .1 CEHV= .300 +SECNO 33304.008 Ili 3265 DIVIDED FLOW 33304. 7.84 1284.87 1289.14 .88 1299.05 14.18 .02 .22 1291.00 4748. 0. 4740. 8. 0. 157. 0. 2. 8. 1289.83 .00 . , 30.21 .,, .014 .014 .014 1277.03 .00 .018284 1. 1. 1. 5 14 0 .00 20.01 20.85 e 1 07/31/87 13:22:55 PAGE 4 :1 le 2 II SECNO DEPTH CWSEL CRIWS WSELK E6 HV HL GLOSS BANK ELEV 0 GLOB OCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VIOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA I: SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 33242. ','', 3265 DIVIDED FLOW li 33242.'. 7.86 1283.81 1288.06 .00 1297.89 14.08 1.13 .03 1289.92 4740. 0. 4740. 0. 0. 157. 0. 2 0. 1287.95 .01 . 30.11 .014 .014 .014 .,s„ 1275.95 .00 .018129 62. 62. 62. 3 14 0 .00 20.01 20.85 0 CCHV= .100 CEHV= .300 *SECNO 33241.000 33241.00 7.46 1283.41 1287.66 1297.84 14.43 .02 .03 1289.00 4740. 0. 4748. 0. 0. 156. 0. 2. 8. 1289." rim .01 30.48 .00 .015 .815 .015 .0' 1275.95 . lo .813335 1. 1. 1. 6 11 0 . 20.84 20.85 0 1 07/31/87 13:22:55 PAGE 5 C THIS RUN EXECUTED 07/31/87 13:23:26 t: HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,85, 06 MODIFICATION - 50,51,52,53,54,55,56 l: IB$ -PC -XT VERSION pm L NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EVAINE CHANNEL WATER SUR SUMMARY PRINTOUT SECNO DEPTH CWSEL QCH VCH CRIWS 3 33841.000 7.92 1293.54 4740.30 28.72 1297.33 33770.' 7.80 1292.27 4740.30 29.17 1296.18 N u 33600. 7.58 1289.33 4740.30 38.02 1293.46 / 3 33305. sr 7.34 1284.37 4740.30 31.Y 1288.70 ' OR 3 ii 33304. 7.84 1284.87 4740.30 30.21 1289.14 ,nelft/o/'TE 7/ 2 -/o//Z 33242.000 7.86 1283.81 4740.30 30.11 1288.06 33241. 7.46 1283.41 4740.30 30.48 1287.66 E 1 L.. f /E/t 4/o - - 07/31/87 13:22:55 / -$��' -� = /2�,3.3�/ f D. �� -X28 49 PAGE 6 SUMMARY OF ERRORS AND SPECIAL NOTES irr 1 07/31/87 13:23:31 PAGE 1 THIS RUN EXECUTED 07/31/87 13:23:32 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC-XT VERSION t*t**IHHHHECHHHE* 1 3 y . R 4 1 I la, ?/440 g 2ateotait, ate. '® CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT 5,09A/56 44/E ,09NS ` 7 c A " t / I " J : K A N A N I t OATE / 7 ' JOB NO . 3 8 1 4 JSHEETOF BRIGDE PIER LOSSES BY MOMENTUM METHOD USING CHART Na 11 FROM LA, COUNTY F.C.D: C ' /2813 /Z g1 Z, 1 D 1 /vo/er I y, .4' °• ►, pia •r.�:�Li ? a:�.� ?. C 1 1 FROM HEC-2 RUN ti \ * \ O ' STA. 333fa5 n� j . dr 734' h1 0 vKS= 8¢ 37 h= 3/ /Z o o STA. 3.32.44/ N 1 / d:= 7 4G O w s.= /2(534/ E GIVEN: 0 O 0 dl =731 , V, _ 3/. 00 , b1= Z0,8 , b Z o ° M 1 , PIER o COMPUTE: g= 32.2 2 - ( 64 / . 4 ° )2 = / 4.92 1 --=7.34 _ _ b2 _ d/ / #. .,z =0 ¢.7 X- / - o.SG� 1 FROM GRAPH: FIND y y= //2 d2 /d, = Y d2 = /. /z (7,3 ¢) =8 ZZ — O PIER LOSSES d2 d, = 8 . 22. -- � ' , 34- d c3e i ...0 W. S. = /283.4/ -+' 0 8& _ /Z8A. z, L 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 1 e•'. ..r '.; ........ :"..-'. ' A CIVIL ENGINEERING LAND ' - . '. ' 1 Li-..14.: So RVEYING SUBJECT C SRN .5(1/A /NE CIONNEL 1 BY j: Km Iv i DAT .../....467 1 JOB NO 14 I SHESAA 1 • freeboard cale.'s 'ram sta. 338 ra 33Z1-,g itioeb •<35 L fxd420,4D 7-: OE.z iliax-r-- Carve a ngnments • ,c...../aaa' D 734 [ y 2i (3/.05 (o2) = 0 E cyx 32200 2a83 FE =- / 7 2 .--= / . Z steel energy : D 1/ 7 14= /,5 C Doi= 7. 3, Hi = Ji a E0.g.a. ...9.3 4 - 4,1 . oodfii Devn friamo/ /re e-/-c [ ,v ,SegYeefii itoriii Co/e i ,eo/l zilaves : z. 5 _ 5 - 0 5. , e , 4/ 6 4 , t; • : ... 7 fi -....-. — =., 2.a M o ea, 61/ae,_?* 1 1 - 1 1 freeboard rewired ;,0,a 3170 REDHILL AVENUE • COSTA MESA. CALIFORNIA 92626-3423 • (7141 641 II THIS RUN EXECUTED 08/06/87 09:59:25 II * * HHHH1* *** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 II MODIFICATION - 50, 51,52,53,54,55,56 � ,r /� IBM -PC-XT VERSION � /� **t****IH- 1111 K*at*1**** **t* * * HHHHH *****HE***H I* 1: FR T1 CONC. LINED CHANNEL DEL NORTE TO BASE LINE AVE. II T2 JOB. # (3520 OLD) 3814 SUPERCRITICAL T3 SAN SEVAINE CHANNEL WATER SURFACE PROFILE 0 100 YEAR OR 31 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ ii 0. 2. 0. 1. . '''+ 0 .00 20.0 0. 1284.290 .000 d 12 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE -1. . '' -1.000 .000 . '' • .000 .000 .000 .0000 .000 i; 13 VARIABLE CODES FOR SUMMARY PRINTOUT II 38.000 8.000 1.000 14. w ■ 26.000 2.000 .0'' . 000 .000 .000 II NC .015 .015 .015 .100 .300 .000 .000 .000 .000 .008 QT 1.Y 4740.300 .000 .v .000 .000 .000 .000 .000 .000 X1 33241.'' 4.000 .000 20.850 71.000 71.'1 71.000 .000 .000 .000 GR 1289.''' .000 1275.950 .010 1275.950 20.840 1289. 20.850 .000 .000 1: X1 33170.000 4.000 .000 20.850 170.000 170.000 170.000 .000 .000 .000 GR 1285.000 .,', 1274.600 .010 1274..;' 20.840 1285.000 20.850 .000 .000 X1 330Y.000 .000 .000 .0" 100.000 100.000 100.000 .000 -3.200 .000 X1 3 2x900.' Y . ,'I . • 1' ;' . i'' 80.000 :'.0'' 80.000 . 000 -1.880 .000 X1 32820.000 . .000 .000 1. , 0 1.x,0 1.000 .000 -1.500 .000 X1 32819.' ',' 4.000 . ,',' 35.850 39. ' i ', 39. , '1' 39.000 . , ;0 .000 .000 GR 1280.0 .000 1268.000 .010 1268.000 35.840 1280. ''0 35.850 .000 .000 - X 1 32780.i 4.000 .' 20.850 80.000 80.000 80. .000 .0' GR 1279. " ' .000 1267.260 .010 1267.260 20.840 1279.0 20.850 .000 .000 1 08/06/87 09:59:24 PAGE 2 :I 1 [I: • ,',. 24.840 56.'4 56.000 56.000 .008 .000 .000 GR 1277.000 . %%% 1265.760 .008 1265.760 24.830 1277.000 24.840 . .000 li X1 32644.' " 4. .008 24.850 1.000 1.000 1. .000 GR 1276.000 .008 1264.710 .010 1264.710 24.848 1276.000 24.850 .800 .000 II NC .014 .014 .014 .1' .388 .000 .'., .000 .',,,,, .000 X1 32643.%'% 9.000 .001 24.850 158.000 158.000 158.000 .000 .000 .000 II GR 1280.000 . w 1280.080 . 1264.710 .010 1264.710 12.000 1277.000 12.010 GR 1277.'% 12.840 1264.718 12.850 1264.710 24.850 1276.000 24.858 .000 .000 X1 32485.%%% .000 .0'' . , ,, 1.088 1.000 1.000 .000 -2.410 .000 1: NC .015 .815 .015 .1'' .300 .000 .008 .000 .000 .008 X1 32484.080 4. %% .000 24.858 .",,' .800 .000 .000 .0,. .000 1: GR 1275.000 .000 1262.280 .010 1262.280 24.840 1274.500 24.850 .000 .000 EJ .000 . %%% . '.' .%%% .000 .000 .000 .000 .000 .000 1 n 08/06/87 09:59:24 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL GLOSS BANK ELEV 0 QLOB 0CH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 I: CCHV= .100 CEHV= .300 * SECNO 33241.000 33241.00 8.34 1284.29 1287.64 1284.29 1295.84 11.55 .00 .'. 1289.00 1: 4740. 8. 4740. 0. 8. 174. 0. 0. 0. 1289.00 .%. .00 27.28 .00 .015 .015 .815 .000 1275.95 .00 . 009816 0. 0. 0. 0 10 0 .00 20.84 28.85 a *SE[) 33170.080 33170.'' 8.06 1282.66 1286.29 • %% 1295.03 12.38 .73 .'c 1285.00 4740. 8. 4740. 0. 8• 168. 0. 0. 0. 1285.00 . 00 .s; 28.23 .00 .015 .815 .015 .000 1274.60 .00 . 010786 71. 71. 71. 5 11 0 .00 20.85 20.85 0 * SECNO 33'''. 33000.00 7.61 1279.01 1283.10 .00 1292.90 13.89 1.98 .15 1281.80 4740. 8. 4740. a. 0. 158. 0. 1. 0. 1281.80 .00 . 29.91 . .015 .015 .015 .000 1271.40 .00 . 012652 170. 170. 170. 6 11 0 .00 20.84 20.85 0 il * SECNO 32900 32900.00 7.42 1276.94 1281.19 .00 1291.52 14.58 1.31 .07 1279.92 474e. 8. 4748. 0. 0. 155. 0. 1. 0. 1279.92 . 00 .%% 30.64 .4% .015 .015 .015 ..%% 1269.52 .00 .013526 100. 100. 100. 5 14 0 .00 20.84 20.85 2 2 ;I PI Id 0 *SECNO 32820.'•x' 32820.00 7.32 1275.34 1279.69 1290.37 15.03 1.11 .05 1278.42 4740. 0. 4740. 0. 0. 152. 0. 2. 0. 1278.42 .00 .00 31.12 .00 .015 .015 .015 .000 1268.02 .00 . 014121 80. 80. 80. 4 14 0 .00 20.84 20.85 0 *SE NO 32819.000 32819. 3.87 1271.87 1276.14 .',', 1290.04 18.17 .02 .31 1280.00 4740. 0. 4740. 0. 0. 139. 0. 2. 0. 1280.00 .00 34.20 .00 .015 .015 .015 .000 1268.00 .01 .0254 1. 1. 1. 18 8 0 .00 35.84 35.84 0 i: 1 08/06/87 09:59:24 PAGE 4 fili SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA LEFFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA li SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SEENO 32780.0v 32780.00 8.06 1275.32 1278.93 .Y 1287.68 12.36 .62 1.74 1279.04 4740. 0. 4740. 0. 0. 168. 0. 2. 0. 1279.2+ . ;; . 28.21 .',; .015 .015 .015 .000 1267.26 .00 .010766 39. 39. 39. 11 20 0 .00 20.84 20.65 0 *SECNO 32700.000 32700.00 6.25 1272.01 1276.14 .00 1286.48 14.47 .98 .21 1277.00 4740. 0. 4740. 0. 0. 155. 0. 2. 0. 1277.00 . 01 .;', 30.53 .,; .015 .015 .015 1265.76 . 014201 80. 80. 80. 8 11 0 .00 24.84 24.84 0 *SECNO 32644.000 32644.;' 6.20 1270.91 1275.09 .00 1285.65 14.74 .81 .03 1276.00 4740. 0. 4740. 0. 0. 154. 0. 2. 0. 1276.00 . . 01 30.82 .00 .015 .015 .015 .000 1264.71 .00 .014585 56. 56. 56. 4 14 0 .00 24.84 24.85 0 CCHV= .100 CEHV= .300 *SECNO 32643.;1 3265 DIVIDED FLOW 32643.00 6.52 1271.23 1275.34 .00 1285.49 14.26 .02 .15 1280.00 II 4740. 0. 4740. 0. 8. 156. 8. 2. 0. 1276.00 .01 .,, 30.30 .00 .014 .014 .014 .v 1264.71 .01 .017844 1. 1. 1. 5 14 0 .00 24.00 24.85 0 *SECNO 32485.000 3265 DIVIDED FLOW 4 PP 3 id 32485.00 6.68 1268.98 1272.92 .00 1282.55 13.58 2.73 .21 1277.59 4740. 0. 4740. 0. 0. 160. 0. 3. 0. 1273.59 .01 29.57 .00 .014 .014 .014 .m 1262.30 .01 .016723 158. 158. 158. 4 14 0 .00 24.00 24.85 1 08/06/87 09:59:24 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV O gLOB gCH DROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST r CCHV= .100 CEHV= .300 *SECNO 32484.000 I " 32484.00 6.39 1268.67 1272.66 .00 1282.51 13.84 .01 .03 1275.00 Vii 4740. 8. 4740. 0. 0. 159. 0. 3. 0. 1274.50 .01 .00 29.85 .00 .015 .015 .015 .000 1262.28 .00 .013311 1. 1. 1. 6 14 0 .00 24.84 24.85 ' 0 1 08/06/87 09:59:24 PAGE 6 THIS RUN EXECUTED 08 /06/87 10:00:12 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION * *u fl**************** * ***** *** NOTE- ASTERISK ( *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EVAINE CHANNEL WATER SUR SUMMARY PRINTOUT SECNO DEPTH CWSEL OCH VCH CRIWS 33241.000 8.34 1284.29 4740.30 27.28 1287,64 ` r^ 33170.000 8.06 1282.66 4740.30 28.23 1286.29 33080. 7.61 1279.01 4740.30 29.91 1283.10 it '0 'h ;0.000 7.42 1276.94 4740.30 30.64 1281.19 4 32820. 7.32 1275.34 4740.30 31.12 1279.69 32819.000 3.87 1271.87 4740.30 34.20 1276.14 °7 32780.0 8.06 1275.32 4740.30 28.21 1278.93 1\) /0 h 327'.' 3", 6.25 1272.01 4740.30 30.53 1276.14 kl 32644.Y 6.20 1270.91 4740.30 30.82 1275.09 I.2() 32643.3 3 6.52 1271.23 4740.30 30.30 1275.34 / 2 -/ z X 1 2 32485.0 6.68 1268.98 4740.30 29.57 1272.92 32484.%Y 6.39 1268.67 4740.30 29.85 1272.66 _ 1 /L-'� Lo5SC = / z � 7 o. Sl = /Z 9, /8 08/06/87 09 PAGE 7 SUMMARY OF ERRORS AND SPECIAL NOTES 1 08/06/87 10:00:18 PAGE 1 THIS RUN EXECUTED 08 /06/87 10:00:19 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IB4 -PC -XT VERSION !" HFIRCHHEHHHHE 3 5 . a 7440, iee...,,t, ate. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUB,ECT SAN SEVAINE CHANNEL I K ANA NIj 87 JOB NO. 814 I SHEET O F 0 BRIGDE PIER LOSSES BY MOMENTUM METHOD USING CHART NO 11 FROM LA, COUNTY F:C:D: /Z GP9 /d _ /z 7D. 9/ 13/V,5e ,i / C // FROM HEC1-2 RUN \ ff i, / \ c STA.3Zto -/ 4 I 9 di= Co. Z o �N O w.:; /Z 7a.,� 3?8Z STA. 3 4l,8- cn d = Go. 35 0 w.s.= /210967 GIVEN: O 0 0 N % di =6. , V, = 32.82 , b, =2 4:8 , b2= z' it PIER d ' COMPUTE: g= 32.2 VI = (3z. 8z) 2 = /• 7 - 5 - 2g 64.4 2 d,/ 2g = 4.2 0 /I 4.75 = 0 • Z X= b2 , = o. 97 1 FROM GRAPH : FIND y = y= /01z- d2 = y d2 = /,adl( 6. 10.7/ — O ■ PIER LOSSES d2 d, = ‘. 7/ - 4.. Z0 = a• S/ Q W.S. = /Z6 677 .0.51 - /Z69.48 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 fi •I Ct ..., •,.,,, { ' .. mss OA °' CIVIL ENGINEERING • LA? ''i.;A N LAND SURVEYING $ z UbJEL, !sags .5GAim(E. CH,'?NN L BY J. jciti moil !ArE J it SHE E:;A/I0; rreeboard Ca/G.:5 E , Prom sta. 332+42 To .3 2 6+¢3 0 /y-�35 .DEL //af72 To 5,....5----2//,-7 ,.56 I /// //i Carve a lign/newts : ,e= /000 ' D„ = 7 3z g.,.= 3/. /2 L e ( /. /2 (20.83) O. 4,3 _ 3 2 a - /74 a 4,3 - .3 2a.83 5reCifi' emery)/ : D //, c 7 g - /9 Sa Dn = 732 g =3// C e.gpc = ,..3 D„ <9.34 .< //. / E f / ((',41e. 1 ,5 rey,/ i vo Se yl��a o�P " ,Co l/ waves : Z-.... boo 5.:-. a, o/&9 Dn 7 3 2 ' = 30 Cf 5"-- N 1 1 I 1 Freeboard regaired : 2 A• 7" ncnun 1 At /CA111C . r AAG ('.01 IF(1RNIA 99R9R -149R • (714) 641 -8777 1 1 12/02/87 16:54:48 PAGE 1 E 5,4N THIS RUN EXECUTED 12/02/87 16:54:50 HEC2 RELEASE DATED NOV 76 UPDATED NAY 1984 r ERROR CORR - 01,02.83,04.85.06 ha MODIFICATION - 58,51,52,53,54,55,56 IBM -PC -XT VERSION CHHHHHH** FR T1 CONC. LINED CHANNEL BASE LINE AVE. TO HERITAGE PRKWAY T2 JOB. 0 (3528 OLD) 3814 SUPERCRITICAL T3 SAN SEVAINE CHANNEL WATER SURFACE PROFILE 0 100 YEAR J1 Ic.ECIS INQ NINV IDIR STRT METRIC HVINS 0 WSEL FO 0. 2. 0. 1. .888808 .08 20.0 0. 1269.188 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC 1814 CHNIM ITRACE -1.888 .880 -1.008 .008 .800 .088 .080 . .088 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38.800 8.808 1.808 14.808 26."' , 2.088 . .. .808 . NC .815 .815 .815 .308 .008 .000 • ,, . QT 1.000 4748.380 .088 .800 • .008 . .008 .888 X1 32484.880 4.808 .000 24.858 24.800 24.088 24.880 .088 .888 iii GR 1275.088 .088 1262.288 .818 1262.288 24.848 1215.008 24.858 .088 .888 X1 32468.880 .008 .088 .888 60.880 60.808 68.808 .800 -.368 . Il i X1 32488.008 4.008 .000 18.810 3.880 3.'' 3.000 .088 .800 .088 6R 1270.000 .880 1256.220 .088 1256.220 18.838 1270.000 18.818 • . QT 1.880 5998.980 .008 .880 .888 .880 .s . 080 .888 X1 32397.000 4.888 .808 28.018 11.888 11.088 11.808 .800 .800 . GR 1278.088 .808 1256.190 .080 1256.190 28.888 1278. ''. 28.810 .808 .888 X1 32386.088 4.008 .888 24.818 3.088 3.888 3.880 .880 .888 . GR 1275.888 .888 1256.' 1256.888 24.088 1275.808 24.018 .008 QT 1.888 7257.588 .800 .888 .008 .088 .808 .808 .088 • X1 32383.888 4.088 .880 34.818 43.'.'. 43.888 43.088 .840 .880 .808 6R 1275.088 .808 1256.058 .088 12`56.058 34.888 1275.888 34.818 .880 .808 1 12/82/87 16:54:48 PAGE 2 E 1 al X1 32340. 4. See 28.830 1.000 1.000 1. .00 .000 .0 6R 1275.008 .008 1255.630 .000 1255.630 28.830 1275.000 28.830 .000 .000 X1 32339.800 .800 .800 .000 189. 189. 189.800 -.010 .000 X2 .000 .000 .000 .,', .000 1.700 ., .000 .000 X1 32150.800 4.000 .000 28.830 158.00 150. lee 150. .000 .000 .000 6R 1264.004 .000 1253.750 .000 12253.750 28.830 1264.000 28.830 .000 .800 X1 32000.800 4.008 .008 28.840 70. ,', 70.000 70. .008 .000 . ; :' SR 1265.840 .800 1252. 260 .000 1252.260 28.830 1265.000 28.840 . .' X1 31934. '• ' ', 4.800 . 000 28.850 30.000 30.000 30. ' y .: ,, .000 . ,' 6R 1264.800 .000 1251.570 . 010 1251.570 28.840 1264.000 28.850 .000 ., X1 31900.000 .000 .000 .000 200.800 200.008 200.000 . ;, -.300 .000 X1 31700.000 .000 .000 .000 200.000 200.000 200.000 .800 -1.980 . 000 X1 31500.800 .000 .800 .000 90.000 98.000 90. ,'s., . , , -1. . X1 31410.000 .000 .004 .000 48.000 40.000 40. y .000 -.890 .''. X1 31370.000 4.000 .000 28.850 1.; " 1.800 1.000 .'.,, .000 .000 6R 1258.000 .000 1246.020 .810 1246.028 28.840 1258.000 28.850 .008 .000 NC .014 .014 .014 .100 .300 .,'•, .000 .,,, . 000 .' X1 31369.000 9.800 .081 28.850 104.000 104.000 104.000 .009 . 000 6R 1258.000 .000 1258.008 .081 1246.028 .018 1246.020 14.004 1258.020 14.010 C 6R 1258.000 14.848 1246.028 14.840 1246.020 28.840 1258.804 28.850 .000 .000 X1 31265.000 .000 .000 .000 1.004 1.000 1.080 .000 -1.030 .800 NC .015 .015 .015 .100 .300 .008 .888 .000 .000 .488 X1 31264.000 4.000 .000 28.850 .000 .000 .000 .000 .080 .000 6R 1257. .000 1244.988 .418 1244.980 28.840 1257.800 28.850 .808 .800 EJ .400 .804 .000 .040 ., „ .004 • •, . .088 .880 1 12/82/87 16 :54:48 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL GLOSS BANK ELEV Q QLOB QfH GROB ALOE ACH AROB VOL TWA LEFT /RIGHT TINE VLOB VCH VROB XNL XNCH XNR WIN ELWIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 1 CCHV= .104 CEHV= .304 *SENO 32484.000 32484.00 6.90 1269.18 1272.70 1269.18 1281.06 11.88 . .00 1275.00 2 1 4740. 8. 4740. 0. 0. 171. 0. 0. 0. 1275.00 . 00 .80 27.66 .00 .015 .815 .015 .000 1262.28 .00 0 .010696 0. 0. 0. 8 10 8 .. , 24.84 24.85 *SECNO 32460.088 32460.00 6.86 1268.78 1272.34 .88 1280.79 12.01 .26 .01 1274.64 C 4740. 0. 4740. 0. 0. 170. 0. 0. 0. 1274.64 . 00 .00 27.81 .80 .015 .015 .015 .,„, 1261.92 .00 .018856 24. 24. 24. 4 11 0 .00 24.84 24.85 C 0 *SECNO 32400.000 32400.00 8.45 1264.67 1269.11 .00 1279.75 15.08 .73 .31 1270.00 r 4740. 0. 4740. 0. 0. 152. 0. 0. 0. 1270.00 iii .08 .00 31.17 .08 .015 .815 .015 .000 1256.22 .00 .013901 60. 68. 68. 8 14 0 .80 18.01 18.01 0 *SECNO 32397. 32397. 6.50 1262.69 1267.41 .00 1279.53 16.84 .04 .18 1278.00 5999. 0. 5999. 0. 0. 182. 8. 0. 0. 1270.00 C .' .00 32.93 .00 .015 .015 .015 . s 1256.19 .00 .015137 3. 3. 3. 8 11 0 .00 28.00 28.00 8 *SECNO 32386.000 32386.00 8.23 1264.31 1268.53 .08 1278.63 14.32 .14 .76 1275. 5999. 0. 5999. 0. 0. 198. 0. 8. 8. 1275.00 C .00 .00 30.37 .88 .015 .015 .815 .000 1256.88 . , . 011349 11. 11. 11. 9 14 0 .00 24.00 24.00 0 *SECNO 32383.008 C 32383.00 6.72 1262.77 1267.25 .00 1278.46 15.69 .04 .14 1275. ° 7258. 0. 7257. 0. 0. 228. 0. 0. 0. 1275.00 . 00 .80 31.79 .00 .015 .015 .015 .,,, 1256.05 .00 .012665 3. 3. 3. 7 11 0 .00 34.08 34. , 8 1 p* 12/02/87 16:54:48 PAGE 4 L iii SECNO DEPTH CWSEL CRIWS WSW EG HV HL GLOSS BANK ELEV Q GLOB QCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB X & XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 32340. 32348.00 8.81 1264.44 1268.13 .,, 1277.11 12.67 .45 .91 1275.00 7258. 8. 7257. 0. 0. 254. 0. 1. 8. 1275.00 . 00 .88 28.57 .,, .015 .015 .015 .008 1255.63 .00 . 008628 43. 43. 43. 9 14 0 .00 28.83 28.83 0 *SECNO 32339.880 WATER EL CHANGE FROM X2 CARD 32339.00 10.52 1266.14 1268.13 .08 1275.03 8.90 .01 1.13 1274.99 7258. 0. 7257. 0. 0. 303. 0. 1. 8. 1274.99 .08 .00 23.94 ., .015 .015 .015 .000 1255.62 ., 3 1 . 005262 1. 1. 1. 0 11 0 .00 28.83 28.83 0 *SECNO 32150.000 32150.08 9.88 1263.55 1266.24 .00 1273.80 18.25 1.09 .14 1264.00 7258. 8. 7257. 0. 0. 282. 0. 2. 0. 1264." C .03 .00 25.70 .80 .015 .015 .015 .000 1253.75 .00 . ' 189. 189. 189. 6 11 0 28.83 28.83 0 *SECNO 32000.%'' I: , 32000.00 9.45 1261.71 1264.74 .00 1272.72 11.01 1.81 .08 1265.00 7258. 0. 7257. 0. 8. 273. 0. 3. 0. 1265.00 . 00 .00 26.63 .00 .015 .015 .015 .000 1252.26 .00 .007077 150. 150. 150. 5 11 0 .00 28.84 28.84 0 *SECNO 31930.000 31930.00 9.34 1260.91 1264.06 .00 1272.19 11.28 .50 .03 1264.00 7258. 0. 7257. 0. 0. 269. 0. 3. 8. 1264.00 .01 .00 26.95 .00 .015 .015 .015 .080 1251.57 .00 . 007321 70. 70. 70. 4 11 0 .00 28.85 28.85 8 *SECNO 319.000 31900.00 9.29 1260.56 1263.76 .00 1271.96 11.40 .22 .01 1263.70 1: 7258. 0. 7257. 0. 0. 268. 0. 3. 0. 1263.70 . 01 .00 27.09 . .015 .815 .815 .088 1251.27 .,% . '.'7428 30. 38. 30. 4 11 0 .00 28.84 28.85 t . 0 1 12/02/87 16:54:48 PAGE 5 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV Q GLOB QCH QROB ALOE ACH AROB VOL TWA LEFT /RISHT I: TINE VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCHI XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST [: *SECNO 31700.000 31700.00 9.05 1258.34 1261.78 .80 1270.35 12.02 1.54 .06 1261.72 7258. 0. 7257. 8. 0. 261. 0. 5. 1. 1261.72 .01 .00 27.82 .015 .015 .015 .000 1249.29 .00 .808084 200. 200. 208. 5 11 0 .00 28.84 28.85 0 *SECNO 31500. 31500.00 8.89 1256.20 1259.81 .% 1268.66 12.47 1.64 .05 1259.74 7258. 0. 7257. 0. 0. 256. 0. 6. 1. 1259.74 .01 .00 28.33 .015 .015 .015 1247.31 .00 . :431 200. 2". 200. 4 1! 0 .08 28.84 28.85 0 I *SECNO 31410. 31410.00 8.82 1255.24 1258.92 .00 1267.88 12.64 .77 .02 1258.85 7258. 0. 7257. 0. 0. 254. 0. 6. 1. 1258.85 . 01 .00 28.53 .00 .015 .015 .015 .000 1246.42 .00 1 0 .008596 90. 90. 90. 4 11 0 . 28.84 28.85 *SECNO 31370.000 4 I 31378.88 8.80 1254.82 1258.53 .08 1267.53 12.71 .35 .81 1258.88 7258. 8. 7257. 0. 8. 254. 8. 7. 1. 1258.08 .01 28.61 .08 .815 .015 .815 .008 1246.02 .008667 40. 48. 40. 4 11 0 .08 28.84 28.85 0 1: CCHV= .1 CEHV= .308 *SECNO 31369. li 3265 DIVIDED FLOW 31369.00 9.37 1255.39 1258.88 .00 1267.27 11.88 .81 .25 1258.00 7258. 8. 7257. 8. 0. 262. 0. 7. 1. 1258.00 C .01 .00 27.66 .88 .814 .814 .814 .808 1246.82 .08 .818664 1. 1. 1. 5 11 8 .80 28.81 28.85 8 *SECNO 31265.800 3265 DIVIDED FLOW 1 12/82/87 16:54:48 PAGE 6 SECNO DEPTH CWSEL CRIWS WSELK E6 HV HL GLOSS BANK ELEV 0 GLOB QCH GROB ALOB ACH AROB VOL TWA LEFT /RIGHT I; TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 31265. 9.46 1254.45 1257.82 .00 1266.11 11.66 1.10 .87 1256.97 7258. 8. 7257. 8. 0. 265. 8. 7. 1. 1256.97 .81 .80 27.48 .88 .814 .814 .814 1244.99 t r .818411 104. 184. 184. 4 11 0 .00 28.81 28.85 0 CCHV= .188 CEHV= .300 1: *SECNO 31264.c 31264.88 9.84 1254.82 1257.47 .00 1266.06 12.84 .01 .84 1257.08 7258. 8. 7257. 0. 8. 261. 8. 7. 1. 1257.80 II .01 .88 27.85 .88 .815 .815 .815 .008 1244.98 .888827 1. 1. 1. 6 11 0 .80 28.85 28.85 0 1 1 12/02/87 16:54 :48 PAGE 7 1 THIS 8181 EXECUTED 12/02/87 16 :55:40 *********** I HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,82,03,84,85,86 MODIFICATION - 50,51,52,53,54,55,56 I IBM -PC -XT VERSION ******************** ********* 5 NOTE- ASTERISK (*) AT LEFT OF CROSS- SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EVAINE CHANNEL WATER SUR SUMMARY PRINTOUT SECNO DEPTH CWSEL OCH VCH CRIWS 32484.000 6.90 1269.18 4740.30 27.66 1272.70 1: 32460.000 6.86 1268.78 4740.30 27.81 1272.34 Q 32400.::' 8.45 1264.67 4740.30 31.17 1269.11 N 32397.000 6.50 1262.69 5998.90 32.93 1267.41 ' N N 32386.:': 8.23 1264.31 5998.90 30.37 1268.53 1 32383.000 6.72 1262.77 7257.50 31.79 1267.25 E ' �� /�r�,v Los �' 8/". /7 �� s . © 3 2340.000 8.81 1264.44 7257.50 28.57 1268.13 /• 7 1 * 32339.:5: 10.52 1266.14 7257.50 23.94 1268.13 4 /r✓c_ / - SEE Ca / of 32150.000 9.80 1263.55 7257.50 25.70 1266.24 1 ,- /4 ..7- / 32000.'.:; 9.45 1261.71 7257.50 26.63 1264.74 31930. '. ' 9.34 1260.91 7257.50 26.95 1264.86 31900. :'. 9.29 1260.56 7257.50 27.09 1263.76 31700. s '. '. 9.05 1258.34 7257.50 27.82 1261.78 N 31500. 8.89 1256.20 7257.50 28.33 1259.81 A , 31410. 8.82 1255.24 7257.50 28.53 1258.92 31370.800 8.80 1254.82 7257.50 28.61 1258.53 D 31369. 9.37 1255.39 7257.50 27.66 1258.88 1 � 12/02/87 16:54:48 /e // �d e /! J - PAGE 8 SECNO DEPTH CWSEL OCH VCH CRIWS ' / X /1 31265. ' 9.46 1254.45 7257.50 27.40 1257.82 31264.' 9.04 1254.02 7257.50 27.85 1257.47 (4- + 8 J Z S, 1 z 6 1 1 12/82/87 16:54:48 PAGE 9 1: SUMMARY OF ERRORS AND SPECIAL NOTES 1: NOTE SECNO= 32339,888 PROFILE= 1 WSEL BASED ON X2 CARD 1 12/82/87 16:55:45 PAGE 1 THIS RUN EXECUTED 12/82/87 16:55:46 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 81,02,83,84,85,86 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC -XT VERSION ******IHHHHHHH • E 7 1 1 al Xte g 2aieeosta4, ate. I ...,, CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING I SUBJECT EffEGT Of ,BASEL /rYE L/lT�iPA BY T , V T/�E C - .11 : `J • M,vn-/ I DATE D EG, x,67 I JOB NO. .38 At I SHEET I OF/ a0 6o Oo 1 M N N to el E „, t%:, GIz.= 72575 al = 47A9, 3 NI 5r,4. 323+fo 5774.32¢ too 67,,. - z - 7Z575 a, _ 47 3 a -'. 'P 612_ ct ` .3= iz58 z = 28.83 b, _ /d .7- /0116 00/t - S ,4/= oo /5 ,c/ = 0.045 1 / 7' 9 gee --- , /N _ �� Gz Z i L g, z8.57 V, =.3//7 hrl = ‘z¢ GLS8, /�z.G 60(32.2) = 5/ �(PtM)- 47 / 6 9Z. 3 ) - 1 1 I)= ZZ4 392.5 �ii'j Gc B = 2 / 54 10 .-s Xw /3 E 1 ------ 5, 7 02 . 61 rig (oz D4)(b, ,' b2) — o 2 3 (bftbz) v _v fZ f? , _( D,f z )012._ bJ)�D, f (O ,)(D� ) i _ 4 i 1- 3 (Dl f D2 L(5, +5 )(b'DIt 12z DO - avv863 � f , _ s, 3 a, a�39 s - z=60 1 4 Pc- /37 Z 1 17/ G Z.3 ZG Z. OZ.G 202,4h f- ¢aJ3S —/ . 2 . r� .3 , 39 9 �- 97 t� 37 �� L x s, 1 `= 2. Z,' g 2 2, — (l 0 X a o099) = /70 111)1) T`!iS Lo$5 To .sEc Tio,✓ 32_3 3 9 _ 3170 REDHILL AVENUE • COSTAMESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 : a ?4,,, g 2ateotokt, ate. , ,„„,,,,,„. CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING i \ SUBJECT SAN SEVAINE CHANNEL ( BY J: KANANI( °A 8_ /- 8 7 ( No.3 8 1 4 I 4 " 2 1 BRIGDE PIER LOSSES BY MOMENTUM METHOD USING CHART NO 11 FROM LA, COUNTY F ;C:D: 0 /254.8 Z i fjEie /TID Q i -, 7 1 1 FROM HEC-2 RUN I STA. 3/3 -7 N d1= 8.8 D \ r in 0 w. s .... /Z 5 ¢.82 O w = z 8.6 / STA. 3/Z 4 6i d = 9. e¢ 1 0 ws.= /25 OZ GIVEN: 0 0 0 d1= 8.80 , V1=Z8, to /, b Zr: , b z8 ti COMPUTE: g= 32.2 2 ' 2 (644 /) /Z. i -m, d ,/ 2y - U ° • n o / i2.7/ = 0. 6', X= b2/ b, °. 77 1 I FROM GRAPH : FIND y = y= /0 d2 /dl= Y d2= /0(88t2)= .9 . - 0 1 PIER LOSSES d2 -di = 9. loo- d, 80 = ado 1 0 W.S. _ /25¢,.o.2 4- ago = /254. d 2 3170 REDHILL AVENUE • COSTA MESA, CALIFORNIA 92626 -3428 • (714) 641 -8777 err. Ass . 1 n: P � i ft • , i-. .ij: N1® CIVIL ENGINEERING • LAND PLANNING • LAND SURVEYING SUBJECT BY D ATE JOB NO. SHEET OF S AN SEYA /NE CH/INNEL I J, l�'ANANI I 8- /-- 871 3 I .SAN prceboaral Cale. s from sta. 3Z 174. g5 ro 3/3 -t-7o //e %el,' 335 , Cur. /e aliynr'7 evils • 1e /owe ,ra = 6.5' U = .3z, 9'3 1 �/Z/, _ (3z•)3)L�ZB) __ 5,,,,x.- _ 3 D. 9 32 zoo 1 28 1 55eC /f /C ewer C . Dn = 6..5'd fr = 32.9.3 E 484= 8.98 , D 8.98 /7 Z2 / ' l J E No .5eya eaf de,' ` , ry � _) re , /i�I ,eon! waves : /, / / /.S Sa = a. da", d'„ = -6 --5-6 /3Z.93 1 ✓ - Chef X' � r 4°o// Gt.,, ' 5 - -2..52 I 1 iD �.,► _ /.o 4, -,- .5: 3 ri'o/� Gti if C ,3/ r�,c �n 4,� 1 t C`iq/ � C- 3Z e?bro X /Dn o. o5 A,-7. x = o. 27 i 1 Arwl = 4M4A_' 4 " 2.85 /7Nw = ,i. T .3 2,6 27, = 6, z O . 1 freeZvard re9 i : 2 J 3170 REDHILL AVENUE y CALIFORNIA 926263428 • (714) 64 1 -2777 '_ - S A, i 1 08/11/87 07:54:13 PAGE 1 1 E l THIS RUN EXECUTED 08/11/87 07:54:14 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 s. MODIFICATION - 50,51,52,53,54,55,56 _ IBM -PC -XT VERSION ******************* ************ * ****************** FR T1 CON'C. LINED CHANNEL HERITAGE PRKWAY TO HERITAGE PARKWAY T2 JOB. # (3520 OLD) 3814 SUPERCRITICAL T3 SAN SEVAINE CHANNEL WATER SURFACE PROFILE Q 100 YEAR J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 2. 0. 1. .000000 .00 20.0 0. 1254.820 .000 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRRACE -1.000 .000 -1.000 .000 .220 .000 .000 .000 .000 .000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38.000 8.000 1.0c 14.0 26.000 2.000 .000 .0 .000 .000 NC .015 .015 .015 .100 .300 .000 .000 .000 .000 .000 QT 1.000 7257.500 .0 .000 .000 .000 .000 .000 .000 .000 X1 31264.000 4.000 .,„ 28.850 114.000 114. 114.000 .0„ .000 .000 C GR 1257.000 .000 1244.9:c .010 1244.980 28.840 1257.000 28.850 .000 .0 X1 31150.000 5.000 .001 36.010 50. ~ 50.000 50.000 .000 .000 .000 GR 1255. „ .A" 1254.380 .001 1242.380 18.000 1242.380 36.000 1254.390 36.010 XI 311' .000 an .000 100.000 100.000 100.000 .000 -.500 .000 XI 31000.000 .000 .0 .000 150.000 150.000 150.000 an -.990 .000 X1 30850.000 .000 an .000 150.000 150.000 150.000 . -1.490 .000 X1 30700. ,,, . .000 an 100.000 100.000 100.000 .000 -1.490 .000 X1 30600.000 .000 .000 .000 200.000 200.000 200.000 .000 -.990 • AN 1 08/11/87 07:54:13 PAGE 2 1 1 I X1 30400.000 .000 .000 .000 200.000 200.000 200.000 .000 -3.120 .000 X1 30200.000 .000 .000 .000 100.000 100.000 100.000 .000 -3.120 .000 xi 30100.0 .000 .000 .000 200.000 200,000 200.000 .000 -1.560 .000 c X1 29900.000 .000 .000 .000 200.000 200.000 200.000 .000 -3.120 . 000 x1 29700.000 .000 .000 .000 200.000 200.000 200.000 .000 -3.120 .000 X1 29500.000 .000 . 000 .000 200.000 200.000 200.000 .000 -3.120 .000 X1 29300.000 .000 .000 .000 200.000 200.000 200.000 .000 -2.640 .000 X1 29100.000 .000 .000 .000 200.000 200.000 200.000 .000 -2.640 .000 Xi 28900.000 .000 . .00 30.000 30.000 30.000 .000 -2.640 .000 X1 28870.000 .000 .000 .000 20.000 20.000 20.000 .000 -.400 .000 X 1 28850.000 .000 .00 .000 210.000 210.000 210.000 .000 -1.760 .000 X1 28640.000 .000 .000 .000 28.000 28.000 28.000 .000 -2. 770 .000 X1 28612.000 4.0 .000 24.850 1.000 1.000 1.000 .000 .000 .0000 GR 1220.000 .000 1206.550 .010 1206.550 24.840 1220.000 24.850 .000 .000 NC .014 .014 .014 .100 .300 .000 .000 .000 .00 .000 X1 28611.000 9.000 .001 24.850 157.000 157.000 157.000 .000 .000 .000 r GR 1222.0' .000 1222.000 .001 1206.540 .010 1206.540 12.000 1220.000 12.010 GR 1220.000 12.840 1206.540 12.850 1206.540 24.850 1220.000 24.850 .000 .000 film X1 28457.0 'A .000 .0' .0' 1.000 1.000 1.000 .000 -2. 030 . 0 „,, iii NC .015 .015 .015 .100 .300 .000 .000 .000 .000 .000 X1 28456.000 4.000 .000 24.850 .000 .000 .000 .000 .00 .000 GR 1219.000 .000 1204.500 .010 1204.500 24.840 1217.000 24.850 .000 .000 ET .000 . 000 .000 .000 .000 .000 .000 . 000 .0 a i iri 08/11/87 07:54:13 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL 01.0E9 BANK ELEV 0 QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 CCHV= .1 ,Is CEHV= .300 *SECNO 31264.000 3 9.84 1254.82 1257.46 1254.82 1264.98 10.16 .00 .00 1257.00 7258. 0. 7257. 0. 0. 284. 0. 0. 0. 1257.00 . 0 .00 25.58 .00 .015 .015 .015 .00 1244.98 .00 2 .' 0. 0. 0. 0 10 0 .00 28.85 28.85 0 *SECNO 31150.000 31150.00 10.42 1252.80 1256.15 .00 1264.09 11.29 .77 .11 1254.38 7258. 0. 7257. 0. 0. 269. 0. 1. 0. 1254.38 . 00 .00 26.97 .00 .015 .015 .015 .000 1242.38 2.37 I .007275 114. 114. 114. 4 11 0 .00 33.64 36.01 a *SECNO 31100.000 311%''.00 10.36 1252.24 1255.63 .00 1263.71 11.46 .37 .02 1253.88 7258. 0. 7257. 0. 0. 267. 0. 1. 0. 1253.88 . 00 . 27.17 . % .015 .015 .015 .000 1241.88 2.46 %7425 50. 50. 50. 4 11 0 .00 33.55 36.01 a *SECNO 31'A.0011 31000.00 10.26 1251.15 1254.64 .00 1262.92 11.77 .76 .03 1252.89 7258. 0. 7257. 0. 0. 264. 0. 2. 0. 1252.89 . 00 . 27.53 .v .015 .015 .015 .000 1240.89 2.61 . '%7695 100. 1v 100. 4 11 0 .00 33.39 36.01 0 *SECNO 30850.000 30850.00 10.13 1249.53 1253.15 .00 1261.70 12.17 1.18 .04 1251.40 7258. 0. 7257. 0. 0. 259. 0. 3. 0. 1251.40 . 00 . ,' 27.99 .00 .015 .015 .015 .000 1239.40 2.81 .008050 150. 150. 150. 4 11 0 .00 33.20 36.01 0 *SECNO 30700.0' 30700.00 10.02 1247.93 1251.67 .00 1260.44 12.50 1.23 .03 1249.91 7258. 0. 7257. 0. 0. 256. 0. 3. 0. 1249.91 .01 .%% 28.38 .00 .015 .015 .015 .000 1237.91 2.97 . 008349 150. 150. 158. 4 11 0 .00 33.04 36.01 0 If 1 08/11/87 07:54:13 PAGE 4 SECNO DEPTH CWSEL CRIWS WSELK E6 HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEE'T /RIGHT TIME VLOB VCH VROB XNL INCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 306.000 30•%%.00 9.97 1246.89 1250.68 .00 1259.57 12.69 .84 .02 1248.92 7258. 0. 7257. 0. 0. 254. 0. 4. 1. 1248.92 .01 .00 28.59 .00 .015 .015 .015 .t%% 1236.92 3.05 .008518 100. 100. 100. 4 11 0 .00 32.95 36.01 0 *SECNO 30400.000 30400.00 9.51 1243.31 1247.57 .04 1257.58 14.26 1.84 .16 1245.80 7258. 0. 7257. 0. 0. 239. 0. 5 1. 1245.80 .01 .00 30.31 .00 .015 .015 .015 .000 1233.80 3.72 . %9980 2 %. 200. 2 % %. 5 11 0 .00 32.29 36.01 a *SECNO 30200.% 3 «r► I 302' , '. 00 9.23 1239.91 1244.48 .00 1255.35 15.44 2.11 .12 1242.68 7258, 8. 7257. 0. 8. 230. 0. 6. 1. 1242.68 .01 .80 31.54 . .015 . 015 .015 .080 1230.68 4.15 .011117 200. 200. 208. 5 11 0 .80 31.86 36.01 0 *SECNO 30100.0% ', 38100.00 9.13 1238.25 1242.93 .00 1254.17 15.92 1.14 .05 1241.12 7258. 0. 7257. 0. 0. 227. 0. 7. 1. 1241.12 .01 .'' 32.02 .00 .015 .015 .015 .000 12`9.12 4.32 1 . 011592 100. 100. 108. 4 11 0 .00 31.69 36.01 0 *SECNO 29908.000 299' 8.94 1234.94 1239.74 .00 1251.69 16.75 2. 40 .08 1238.00 7258. 0. 7257. 0. 0. 221. 0. 8. 1. 1238.00 . 01 .' +', 32.84 .00 .015 .015 .015 .800 1226.00 4.59 . 012414 2''. 200. 200. 5 14 0 .00 31.42 3 36.01 0 *SECNO 29700.800 297''.00 8.82 1231.70 1236.62 .00 1249.88 17.38 2.55 .06 1234.88 7258. 0. 7257. 0. 0. 217. 0. 9. 1. 1234.88 .01 .00 33.46 .00 .015 .015 .015 .000 1222.88 4.78 .013858 200. 200. 200. 4 14 0 .08 31.23 36.01 3 0 1 08/11/87 07:54:13 PAGE 5 SECNO DEPTH USE CRIWS WSELK EB HV HL GLOSS BANK ELEV Q GLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST il *SECNO 295''.000 29500.i 8.72 1228.48 1233.50 .'' 1246.37 17.89 2.66 .05 1231.76 7258. 0. 7257. 0. 0. 214. 0. 10. 1. 1231.76 E . 02 . " ' 33.94 . ', . 015 .015 .015 1219.76 4.93 . 200. 200. 200. 4 14 0 .00 31.08 36.01 0 *SECNO 29300.000 29300.' ', 8.73 1225.85 1230.86 .00 1243.63 17.78 2.71 . 03 1229.12 7258. 8. 7257. 0. 0. 214. 8. 11. 1. 1229.12 .02 33.84 .00 .015 .015 .015 .'','', 1217.12 4.90 .013470 200. 200. 200. 3 14 0 .', r 31.11 36.01 0 *SECNO 29100.' I 29108.00 8.74 1223.22 1228. . '' 1240.92 17.70 2. 69 .83 1226.48 7258. 0. 7257. 0. 8. 215. 0. 12. 2. 1226.48 . 82 33.76 .08 .015 .015 .015 .000 1214.48 4.87 .013382 200. 200. 208. 3 14 0 .00 31.1? 36.01 0 *SECNO 28900.080 I 28900.00 8.76 1220.60 1225.58 .00 1238.23 17.63 2.67 .02 1223.84 7258. 0. 7257. 0. 0. 215. 0. 13. 2. 1223.84 . 02 .00 33.78 . .015 .015 .015 .000 1211.84 4.86 1 4 1 .013317 200. 2v 200. 3 14 0 .00 31.15 36.01 0 * SECNO 28870.000 28870.00 8.76 1220.20 1225.18 .00 1237.83 17.63 .40 .00 1223.44 7258. 0. 7257. 0. 0. 215. 0. 13. 2. 1223.44 .02 .00 33.69 .00 .015 .015 .015 .000 1211.44 4.85 .013310 30. 30. 30. 2 14 0 .00 31.15 36.01 0 * SECNO 28850. - , ' ,,, 23850.00 8.46 1218.14 1223.42 .00 1237.38 19.24 .28 .16 1221.68 7258. 0. 7257. 0. 0. 206. 0. 13. 2. 1221.68 . 02 .00 35.20 .00 .015 .015 .015 .000 1209.68 5.30 .015003 20. 20. 20. 5 14 0 .00 30.71 36.01 c 0 1 08/11/87 07:54:13 PAGE 6 C SECNO DEPTH CWSEL CRIWS WSELK E6 HV HL OLOSS BANK ELEV Q LOB QCH OROB ALOB PCH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VR['B XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST * SECNO 28640.0 28640.00 8.57 1215.48 1220.65 .00 1234.12 18.64 3.08 .18 1218.91 7258. 0. 7257. 0. 0. 209. 0. 14. 2. 1218.91 .02 .00 34.64 .00 .015 .015 .015 .000 1206.91 5.14 . 014361 210. 210. 210. 4 14 0 .00 30.87 36.01 0 * SECNO 28612.000 28612.' 8.42 1214.97 1220.34 .00 1233.71 18.74 .40 .01 1220.00 7258. 0. 7257. 0. 0. 209. 0. 14. 2. 1220.00 . 02 .00 34.74 .015 .015 .015 .000 1206.55 .00 .014322 28. 28. 28. 4 14 0 .00 24.84 24.65 0 E CCHV= .100 CEHV= .300 * SECNO 28611. s0 3265 DIVIDED FLOW 28611.00 8.85 1215.39 120.78 .00 1233.50 18.12 .02 .19 1222.00 7258. 0. 7257. 0. 0. 212. 0. 14. 2. 120.00 .02 .00 34.16 .00 .014 .014 .014 .000 1206.54 .00 . 018930 1. 1. 1. 4 14 0 .00 24.01 24.85 0 *SECNO 28457.000 3265 DIVIDED FLOW 28457.x' 9.31 1213.82 1218.75 .00 1230.20 16.37 2.78 .52 1219.97 7258. 0. 7257. 0. 0. 223. 0. 15. 2. 1217.97 .02 .00 32.47 .00 .014 .014 .014 .000 1204.51 .00 . 016656 157. 157. 157. 5 14 0 .00 24.01 24.85 0 ri II 5 I CCHV= .100 CEHV= .300 *SECNO 28456.000 28456.00 8.90 1213.40 1218.34 .00 1230.14 16.75 .01 .04 1219.00 7258. 0. 7257. 0. 0. 221. 0. 15. 2. 1217.00 .02 .00 32.84 .00 .015 .015 .015 .070 1204.50 .00 .012245 1. 1. 1. 6 11 0 .00 24.84 24.65 0 08/11/87 07:54:13 iDAGE 7 THIS RUN EXECUTED 08 /11/87 07:55:20 *** ** t* ** * *** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION NOTE- ASTERISK ( *} AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EVAINE CHANNEL WATER SUR SUMMARY PRINTOUT SECNO DEPTH CWSEL OCH VCH CRIWS 31264. Y 0 9.84 1254.82 7257.50 25.58 1257.46 3 10.42 1252.80 7257.50 26.97 1256.15 31100.-',0 10.36 1252.24 7257.50 27.17 1255.63 N. 31 10.26 1251.15 7257.50 27.53 1254.64 38850.000 10.13 1249.53 7257.50 27.99 1253.15 307Y 10.02 1247.93 7257.50 28.38 1251.67 ni 3' 9.97 1246.89 7257.50 28.59 1250.68 330400.0' 9.51 1243.31 7257.50 30.31 1247.5i 302 , .000 9.23 1239.91 7257.50 31.54 1244.48 301Y 9.13 1238.25 7257.50 32.02 1242.93 29900.000 8.94 1234.94 7257.50 32.84 1239.74 297 8.82 1231.70 7257.50 33.46 1236.62 6 29500.0v 8.72 1228.48 7257.50 33.94 1233.50 29300.000 8.73 1225.85 7257.50 33.84 1230.66 - i i \ 291' 8.74 1223.22 7257.50 33.76 1228.22 N 41 28900.Y0 8.76 1220.60 7257.50 33.70 1225.58 1� 28870.000 8.76 1220.20 7257.50 33.69 1225.18 1 08/11/87 07 :54:13 PPGE 8 SECNO DEPTH CWSEL OCH VCH CRIWS 28850.000 8.46 1218.14 7257.50 35.20 1223.42 N "'" 28640.000 8.57 1215.48 7257.50 3 34.64 1220.65 �� 28612.000 8.42 1214.97 7257.50 34.74 1220.34 ON 28611.A 8.85 1215.39 7257.50 34.16 1220.78 > I/E/e/ 7 28457.000 9.31 1213.82 7257.50 32.47 1218.75 2 - . B.0/55 28456.000 8.90 1213.40 7257.50 32.84 1218.34 1 L-4. f A:4"-L2 L oSSeS = /2/2, � o f 0.7/ _ /z/i7/ 08/11/87 07:54:13 PAGE 9 SUMMARY OF ERRORS AND SPECIAL NOTES 1 08/11/87 07 :55:26 PAGE 1 THIS RUN EXECUTED 08/11/87 07:55:27 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02.03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM -PC -XT VERSION ****4-** * *14* * *** * * * ******* *** * * *** * ****** * *** 3 l• 7 1 02/26/87 17:18:27 PAGE 1 I: THIS RUN EXECUTED 02 /26/87 17:10:29 b HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,82.03,84,85,06 1: MODIFICATION - 58,51,52,53,54,55,56 IBM-PC -XT VERSION FR T1 BACKWATER STUDY FROM DOWNS5TREAM OF FOOTHILL BLVD. T2 SUBCRITICAL 108 YEAR Q d/AMAjE t3 SAN SEVAINE CHANNEL J1 ICHECK INO NINV IDIR STRT METRIC HVINS Q WSEL FO 8. 2. 0. 8. -1. "" .,. .8 0. 1185.' . 1: J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITR CE -1. .000 -1. ., .008 . ,. . ., .000 .800 .' , .800 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38. " 8.080 1.800 14. 26. .,,, .808 .098 .898 .000 PR NC .838 .038 .038 .108 .388 . ,',, . ,'-'. ,,, ,' .808 iii QT 1. 8529.980 ., .800 .008 .000 .008 .000 .000 X1 25758. 4.800 . " 148. . t t AN .800 .888 . 888 GR 1187.008 .800 1176.090 22.808 1176.090 118.080 1187. 140.000 .000 .909 X1 25880. .088 . ,, 50. , 50.000 58.000 .' .130 .000 X1 25900.000 .080 .888 .080 1 ,, . 000 1 , ' , . ,,, 100.000 .800 .250 .980 ba X1 26880.808 .000 .008 .000 100.088 180.808 100.000 . ., .250 . ',,, X1 2618e." .890 . ,,, .008 100.008 100.008 188.008 .000 .258 .809 X1 26218.' , .988 .888 188.088 108.'... 100.000 .280 .808 X1 26488.800 4.080 .000 129.080 190. 190.000 190.090 .080 .088 .050 GR 1192. ' , .088 1177.710 20. ,'. 1177.718 180.880 1192.008 120.888 .098 . . . 1 02/26/87 17:18:27 PAGE 2 1 X1 26450.Y 4.800 .000 85.818 50." 58. , 58. , , .000 • , , .000 GR 1194.8N .,„ 1177.900 .810 1177.990 85.098 1194.888 85.018 .800 .000 QT 1. , 7257.588 .800 .808 .800 • . .808 .000 .880 NC .814 .814 .814 .1 .388 . .,, ., .008 . 809 1 X1 26464.000 8.000 25.010 5. ', 5.000 5.000 .000 .000 GR 1190. '. , 1177.910 .010 1177.910 12.:''. 1189.910 12.010 1189.910 13. '. GR 1178. 13.010 1177.910 25.000 1189.910 25.010 .000 . .. .000 .000 X1 26609.;;; . ,, .000 145.; 145. 145.'. .000 1.590 .000 X1 26700.' 4.000 .000 27.010 98.ss'. 98.000 98. .000 .000 .000 GR 1194. ' .000 1180.630 12. ', , , 1180.630 27. ', , , 1194. '. '.'. 27.010 .000 . 000 EJ • '; . 000 . 800 . . 080 1 02/26/87 17:10:27 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS BANK ELEV Q (LOB EH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 z CCHV= .100 CEHV= .300 *5ECN0 25750. 3720 CRITICAL DEPTH ASSUMED 25750.00 5.97 1182.06 1182.06 1185.00 1184.78 2.71 .00 . 1187.'.' 8530. 0. 8530. 0. 0. 645. 0. 0. 0. 1187.00 . 00 13.22 .00 .030 .030 .030 .000 1176.09 9.96 .' '7803 0. 0. 0. 0 13 0 . 120.09 130.04 0 *SECNO 25800.' 3301 HV CHANGED MORE THAN HVINS 25800.00 7.07 1183.29 . .00 1185.15 1.86 .29 .09 1187.13 8530. 0. 8530. 0. 0. 779. 0. 1. 0. 1187.13 I . 00 .00 10.95 . . 030 .030 .030 . 000 1176.22 7.75 . 004385 50. 50. 50, 5 0 0 .00 124.50 132.25 0 *SECNO 25900.000 r iii 25900.00 7.44 1183.91 .00 1185.57 1.66 .40 .02 1187.38 8530. 0. 8530. 0. 0. 824. 0. 3. 0. 1187.38 . 00 .00 10.35 .00 .030 .030 .030 .000 1176.47 7.02 . 003699 1 . 100. lee. 0 0 0 .00 125.95 132.98 0 *SECNO 26080.000 26000.00 7.66 1184.38 .00 .00 1185,93 1.55 .35 .01 1187.63 8530. 0. 8530. 0. 0. 854. 0. 3. 1. 1187.63 . 01 .00 9.99 .00 .030 .030 .030 .000 1176.72 6.55 . 003321 180. l' 1" 2 0 0 . 126.98 133.45 0 *SECNO 261'•.s 26100.00 7.80 1184.77 .00 .00 1186.26 1.49 .32 .01 1187.88 3 8530. 0. 8530. 0. 0. 872. 0. 7. 1. 1187.88 .01 . 9.78 .00 .030 .030 .030 .000 1176.97 6.26 . ' '3119 108. 1' 1' '.. 2 0 0 127.47 133.74 0 1 1 02/26/87 17:10:27 PAGE 4 SECNO DEPTH WI CRIWS WSELK EG HV HL OLOSS BANK ELEV Q GLOB QCH QROB PUB ACH AROB VOL TWA LEFT /RIGHT TIME VLOB UCH YROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 2 26210.' , x; 26210.00 7.85 1185.10 .00 .88 1186.57 1.47 .31 1188.16 8530. 0. 8538. 0. 8. 877. 0. 9. 1. 1188.16 .01 .s; 9.72 .88 .838 .038 .030 .008 1177.25 6.18 .883862 1 1 l' '. 0 8 0 .00 127.64 133.82 8 *SECNO 26408.000 3381 HV CHANGED MORE THAN HVINS 26488.08 7.44 1185.15 .00 .00 1187.65 2.50 .77 .31 1192. 8530. 8. 8538. 0. 0. 672. 8. 12. 2. 1192.00 .02 . 12.68 .80 .038 .838 .830 .000 1177.71 9.59 .005555 198. 190. 190. 3 0 0 1 110.41 8 *SECNO 26458. „ 3301 HY CHANGED MORE THAN HVINS 26450.00 7.20 1185.18 .00 .08 1188.11 3.82 .31 .15 1194.00 8538. 8. 8530. 0. 0. 612. 0. 13. 2. 1194.08 .02 .08 13.93 .00 .038 .030 .030 .000 1177.98 .81 .087009 50. 50. 58. 2 0 8 . 85. 85. , 8 " i iii= .. .:3 _._, ..._.__.._ �___. - a 26464. on 3280 CROSS SECTION 26464.80 EXTENDED 2.28 FEET 3301 HY CHAD MORE THAN HVINS 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3728 CRITICAL DEPTH ASSUMED ""... 26464.88 14.28 1192.19 1192.19 .88 1199.08 6.98 .83 1.16 1198.88 7258. 0. 7257. 8. 0. 344. 0. 13. 2. 1189.91 21.08 .00 .814 .814 .014 . 1177.91 .88 -Ni .885398 5. 5. 5. 20 14 0 .80 25.01 25.01 0 i� 1 { 02/26/87 17:18:27 (. PAGE 5 Lt± SECNO DEPTH CWSEL CRIWS WSELK EG HV IX. OLDSS BANK ELEV Q QLOB OCH QROB ALOE ACH AROB VOL TWA LEFT /RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC IC0NT CORAR TOPWID ENDST *SECNO 26609.008 3280 CROSS SECTION 26609.08 EXTENDED 2.24 FEET 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MiNTMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 26609.08 14.24 1193.74. 1193.74 .00 1200.67 6.94 .78 .01 1191.59 7258. 0. 7257. 0. 0. 343. 0. 14. 2. 1191.50 .02 21.14 .00 .014 .814 .014 .000 1179.50 . .005435 145. 145. 145. 20 5 0 .00 25.01 25.01 8 - El *SECNO 26700. 3288 CROSS SECTION 267' EXTENDED 2.66 FEET 3685 20 TRIALS ATTEMPTED WSEL CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 26700. 16.03 1196.66 1196.66 .00 1203.24 6.57 .38 .04 1194. 7258. 0. 7257. 0. 0. 353. 0. 15. 2. 1194.00 .02 .00 20.58 . .014 .014 .014 .800 1180.63 .00 .082901 98. 98. 98. 20 8 0 27.01 27.01 0 1 02/26/87 17:10:27 PAGE 6 THIS RUN EXECUTED 82 /26/87 17:12:10 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,82,03,84,05,06 MODIFICATION - 50, 51,52,53,54,55,56 IBM -PC-XT VERSION *f*** NOTE- ASTERISK { *) AT LEFT OF CROSS - SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST EVAINE CHANNEL SUMMARY PRINTOUT SECNO DEPTH CWSEL OCH VCH * 25750. 5.97 1182.06 8529.90 13.22 25: '. '.880 7.07 1183.29 8529.90 10.95 25980. 7.44 1183.91 8529.90 10.35 26800.000 7.66 1184.38 8529.98 9.99 261' '..000 7.80 1184.77 8529.98 9.78 3 26211.0 10 7.85 1185.10 8529.90 9.72 26400. s,', , 7.44 1185.15 8529.90 12.68 26450. 7.20 1185.10 8529.90 13.93 * 26464. 14.28 1192.19 7257.50 21.08 * 26609.000 14.24 1193.74 7257.50 21.14 * 26700. 16.03 1196.66 7257.50 20.58 1 02/26/87 17:18:27 PAGE 7 j ; Q El SUMMARY OF ERRORS AND SPECIAL NOTES 1 CAUTION SECNO= 25751." PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 26464.000 PROFILE= 1 CRITICAL DEP ASSUMED CAUTION SECN� 26464 PROFILE 1 P ROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 26464.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 26609. PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 26609.' PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 26609. PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 26700.' PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 26700.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 26700.000 PROFILE= 1 28 TRIALS ATTEMPTED TO BALANCE WSEL 1 02/26/87 17:12:18 PAGE 1 THIS RUN EXECUTED 02/26/87 17:12:19 HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 58,51,52,53,54,55,56 IBM -PC -XT VERSION I *IHHHHIHII*44 3