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.. <br />r <br /> --~ ------a-a-o-a-o-a-s-a-s--a->-a-a~-e-.a _a-a--c-P-c-a-a-- ---.-- --- <br />Ai'I JUNCTION 1. BRANCH 1~ STRUCTURE 1 <br /> 6 p g P q 4 9 4 p q e 4 P p a P P e 6 p p p d <br />~~~ <br />LI <br />.a. HYDA AULIL 1hPUT VALUES FOR SUBKA TtkSHEDS aPP <br />r. <br />~ _ - - _ - _ _ . ___- __ _---_- _-_- _ - _ --. - - _ - _ _- _--___ _ _.-___- __ --- -_.-. _ <br />l <br />,.I <br />u MATEk AREA CUkVE TC TT ROUTING COEFFICIENTS UNIT <br />, <br />~ SHEL ALRES NUMBER HR HN K-HRS % HYDRO <br />~ ~i 1 325.70 69.00 .900 .000 .000 .00 1.0 <br /> <br />~I~~i . _ _ _ _.. <br />eaa SEDIMENT INPUT YALUES FOR SUBK'ATERSHEDS aqa . <br />i <br />~ <br />NATE k- <br />-~-StG------SOIL LENGTH----S LUPE----CP-----~-PART <br />--SURF-- ----"---- <br />.- ~~ SHEG NUn K FEET PCT VALUE UPT CONU <br /> <br />~ ,' <br />1 -~_ __ <br />~ ~ 1 - --. 2 5 - ~----. 0 - ~ - ~- v , 2 6 110 - ~ ~ 1 .0 <br />.0 <br />~'°i <br />L! __ -_--__ _ <br /> <br />.I„~ _ <br />a 9 4 COMPUTED VALUES FOR INOIVIDUPL MATE RSHEDS a + a --_ - _.__._ - <br />i, ~i <br />_- - kATEkSHED - PEAK FLO K~--~RUNOF F-----S EuIMENT ---DIAM-- DELIVERY- - DEL (VERY------ -~ ~~ <br />~ ~ <br />7 =6i ICFS) fINCHE51 TONS lMM) RATIO 1 RAT iO 2 <br /> <br />~~~i -1 -----2.06 .05 -43.21 .~OOa-".738- 1.000 ~ -~ - <br />r•~ <br />N~ <br />---- -- --- --~e ggPp~SUMMARY-TA6L-t-FON-~T IIT AL-d 4i ER5HEU-aaaaa----- <br />_ _. <br />---------..-------.----.----.-. <br />.. I, _______________________________ _~-_________ __ <br />- <br />N - STDR M-DUR 4TICN - --Z4~. 00- HOUR4 <br />-~ PRECIPITATION DEPTH • 1.40 INCHES <br />~,el RUNUFF VULUME - 1.3665 ACRE-FT <br />_-____ kEAK~1SCHARGE-_._-~-_ 2.-06-21- -GFi .___...__._____ <br />_~ ARE4 = 325.7000 ACRES <br /> TInE OF PEAK DISCHARGE • 13.80 HRS <br />- -LOAD RATE E%PO <br />EN T-FA <br />-TOk •- --- <br />~ <br />0- ---- - <br />y Y. <br />C 1 <br />. 5 --- <br />l EtTA 1.0000 <br /> <br />~ <br />~ SUP MEkGE BULK SPECIFIC GRAVITY 1.30 <br />I ~ <br />---- kA1 NF ALL Ek051TIVITY FACTO R-----e- ----10.01-- -EI-UnI-T---- --------------- <br />r :, PEaK CONCENTR ATIDN 2tl 166.89 MG/L <br />l • <br />PEAK StTTLEAPLL COACENTRATION 9.5504 YL/L <br />~- PEAK SETTLEAB <br />E~LO Y <br />TR A-T-I ON--•- <br />E 59-- <br />-14415 G - <br />r .C <br />N <br />L . Y. <br />/L <br />,,,~ TOT aL SEUInE4T YIELD • 43.2147 TONS <br />,,,,~ kEPRFSCNTATIVE PARTICLE 512E - .0042 nn <br />='~- - TIME OF kEAK~CCNCENTk AT~I ON----~•~- ----13.tl0-- -~H RS------- -------------- <br />•~,; PEFIDD DE SIGNIFICANT CONCENTRATION• 14.20 HRS <br /> VOLUME WEIGHTED AVFRe GE SETTLEABLE <br />-_--"- ~ CUNC~.NTRAT1Dk P~UR IN G-PtRIDU-OF --~ ----- <br />- SIGNIFICANT CUN CENTRPT]ON • 7.B1 YL/L <br /> VL'L UYi b'E IGHTED AVE kAGE SETTLEABLE <br />"- <br />r- COhCENTRATI DN DUkIh G~~PE AK-24-HOUR- ------- "-------~-- --~---------~~- <br />.. PERIL 7.81 ML/L <br /> <br />ARI7HY~ AVERAGE SETTLEABLE • <br />- -CONCL .~ ATIDH-DURING--PE R-lOD-OF- -- <br /> SIGNIFICANT COL:CENTRATIOh = 6.88 ML/L <br />.., <br />', h <br />i,el^ <br />'`I <br />a ., <br />~: ..~ <br />~i~ <br />IL <br />,,i'1 <br />--, <br />1. <br />:., ..` <br />!~~ <br />~\ <br />ih~, <br />+~ <br />,.... <br />~. <br />'1 <br />