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• •1 <br />• i! f a i! i i• 4!• 9 d! P d 1 9 f P P <br />a' ff9f 11Ipl1•q/llif1i419P6/liPPiIiPIN HPP•N N6}9Pn IP•a4•Pf9aa14d•IP/it049 <br />Z-AT-(Yf -YfhYt'ff-1NNERENTCI'-YNV1-C]tTFS-"7N'A T -THE' <br />STREAM SYSTEM TRANSPORT CAPACITY EXCEEDS THE SEO[MEN7 <br />e LOADr AS EVALUATED BY NILLIACSr TEC HNIOUE. SEDIMOT II <br />,~ -------BDEi-NOi-CBN4IUER--Eit00i-BLrt CNANNECS-StYB'E T7~IS-SET---"-"'----' - <br />e, EQUAL TO .01. IF THE USER xISHES TO EVALUATE THE iR4N5- <br />o PORT CAPACITY OF THE STREAM DIRECTLY HE/SHE SHOULD USE <br />ei ---4tlBR9tlfiFME~t04S. _ _.- -- _ <br />l1•t111flf1flfltdffP 11 lftlPt•Pf 14flPl6t!•141}44i419•!id•-0-0fP lllPfltl l•!11lf <br />PvT-varltE>-FOR-suexarERSHEVS-Pt+- - - <br />HATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />51tE'D-AERfS-NVKBYR-- -71R-HR-_ - _-Ir HRS--k _..__-_HTORV-___-__--- <br />1 40.70 47.00 .450 000 .000 .00 1.0 <br />Lea SEDIMENT INPUT VALUES FOR SUBHATERSHEDS doa <br />HATER SEG SOIL LENGTH SLOPE CP PART SURF <br />S NEO NUM K FEET PCT VALUE OP7 COND <br />1 1 .25 .0 10.38 --.030 1.0 ~ .0 __- <br />1 f 9 COMPUTED VALUES FOR INDIVIDUAL MATERSME OS • d <br />NAT ER SHED PEAK FLON RUNOFF SEDIMENT DIAN DELIVERY DEL iVERY <br />ICF51 IIN CHE51 TONS (MMI RATIO 1 RATIO 2 <br />1 .00 .00 .00 .001 1.000 1.000 <br />I /ff1 SUf+MARY TABLE FOR TOTAL RATERSHED 9t ls• <br />$TORM.DUR A'T ION 24.00 HOURS <br />PRELI PITATION.DEPTH 1.50 INL HES <br /> <br />PEpK DISCHARGE .0000 CFS <br />AREA 40.7000 ACRES <br />ii 11E-OP--P2A~K-DTSCMARGE- ~ .OO~ HRS " <br />LOAD RAiE EXPONENT FACTOR 1.50 <br />BETA .0100 <br />fTt-~R-avrrr--- r.3o - - --- - -- <br />RAINFALL EROS ITIV ITY FACTOR 10.01 EI UNIT <br />PEAK CONCENTRATION .00 ML/L <br />9EYtK-SFTTtEABtFYONCE NTRT'TTON'--""~~• -'" ~-"""".-0000 -ML/L "" --- <br />PEAK SETTLEABLE CONCENTRATION .00 MG/L <br />TOTAL SEDIMENT YIELD - .0000 TONS <br />tE-STLE-- _-•._ - -. .-_-0001._ M11_.. .. <br />TIME OF PEAK CONCENTRATION .00 HRS <br />.: <br />iR' <br />:::;5 <br />i ?• <br />- ~ .. ~ 'F" ~,. <br />_ .. ... ~.:.:i:iet _: <br /> <br />