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1 <br />~ Z2.80 .381 9604.211 • 22.40 .382 4617.461 <br /> 23.00 .383 9630. tl05 • 23.L0 .3tl4 9644.Otl2 <br />_ <br />j 23.20 .3tl5 9657.262 • 23.30 .386 9670.387 <br />~~;I 23.40 .387 9663.602 • 23.50 .388 9696.691 <br />__ 23.60 .389 9709.717 s 23.70 .390 v722.tl44 <br /> _ <br />23.80 .392 4735.926 • 23.90 .393 9746.8 e7 <br />_ie 24.00 .374 4761.852 • 24.10 .395 4772.651. <br />L! 24.20 .388 9669.477 • 24.3U .371 9480.383 <br />_ 24.40 .345 9136.410 • 24.50 .308 tl64U.918 <br />°i 24.60 .262 7964.902 • 24.70 .210 7133.301 <br /> 24.tl0 .166 6340.070 • 24.90 .129 5602.332 <br />_ ~__ <br />~'~ 25.00 .101 4945.801 • 25.10 .OtlO 4407.946 <br />_ <br />'~ 25.20 .Oh7 4037.073 • 25.30 .057 3714.762 <br />i~=~ 25.40 .048 3402.010 a 25.50 .039 30tl3.753 <br />_ 25.60 .031 2764.977 • 25.)0 .025 2445.616 <br />~~•I 25.80 .019 2125.563 • 25.40 .013 1804.615 <br />I~°~ 26.00 .009 14B2.a55 • 26.1U .006 1158.370 <br />. • o • • • • • • • • • • a • • • • • • • o o • <br />JUNCTION 3. BRANCH 1° STRUCTURE 1 <br />• • Y • • • • • • • o • • • ! • • P • • i <br />••••P••••••P••••••••!••••••••P•••••I•••d•••I••••••4••••1.9••9•••••••••••••9 <br />~+•~ BETA IS NEGATIVE wH ILH iNHERtNTLY INU IC ATES THAT THE <br />1 :e STREAM SYSTEM TRpNSPDRT C4PAC17Y E%CEEDS THE SEDIMENT <br />l LOADr AS EVALUATED <br />BY KILLIAM$' TELHNIOUE. SEDIMOT II <br />- <br />-f <br />^ _ <br />GOES NOT CONSIDER ERODIBLE CHANNELS SO BETA IS SET <br />`• kOU AL TD .01. IF THE USEk wISHkS TO EVALUATE THE TRAN$- <br />~.~~ POPT CAPACITY OF THE STREAM DIREC TL <br />Y HE/SHE SHOULD USE <br />ii -~ <br />h _ <br />SUBROUTINE SLO55. ~ ~ ~ ~~ <br />xl <br />n <br />•••••• <br /> <br />•F•••••.0.9•••f••.4••••i••0•••••••t••••t••••••9•t•tOF•••••••••••••4.4 <br />r i <br />~_' <br />I ••• HYDR eULIC INPUT VALUES FOR SUBKA TE RSHEDS ••• <br />~ <br />~~• _ MATER <br />AkEA CUkVE TC TT RDU TING COEFFICIENTS <br />UNIT <br />«' SLED N=HRS <br />IIR <br />X <br />A CITES <br />NUMBEN HF HYDRO <br />-- --_-_- <br />------- <br />------- <br />_----- <br />--- <br />- -- <br />~•~ __ 1 <br />~~i 111.40 70.00 .tltl0 000 .000 .00 l.0 <br />r _ <br />r ••• SEDIMENT INPUT VALUES FOR SUBwATERSHEDS +•• <br />I <br />I WATER <br />• <br />~ StG SDIL LENGTH SLOPE [P PART SUFF <br />'~.~• <br />_ SNED LUM K FEET PCL VALUt OPT CnHu <br /> <br />°al 1 1 .24 .0 4.31 130 1.0 .0 <br />~°~~ <br />. <br />^~.. <br />~ .. <br />T <br />R <br />E <br />• <br />° SH <br />+ • • IOMPUTLD VALUES FOR INLIVIUUAL WA <br />E <br />DS <br />^ <br />, WATER <br />e° <br />°° S PEAK FLOK RUNOFF SEDIMENT OIAM DELIVERY DELIVERY <br />a' ICFSI IIN CHES) 70NS IMMI RATIO 1 10 2 <br /> <br />..., <br />~i <br />i <br />