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w <br />~ ~~ ~ •~ <br />~ le.Do <br />~T 16.20-...-- <br />V~~ci 1tl.40 <br />~, 1tl.t0 <br />lb.no - <br />.+~ 19.00 <br />19.20 <br />1„ 19.40 <br />14,60 <br />19.80 <br />- 20.00 <br />-„ 20.20 <br />20.40 <br />-, 20.60 <br />20.60 <br />21.00 <br />,~ -21.20 <br />21.40 <br />21.t0 <br />~. 21.80 <br />..,. 22.00 <br />22.20 <br />,I-22.40 --~"- <br />„ 22.10 <br />22.60 <br />23.00 <br />7:c 23.20 <br />..J 23.40 <br />-23.60--- '- <br />- ~_u 2 3 . 6 0 <br />,.i 24.00 <br />24.20 <br />,_ 24.40 <br />24.60 <br />^ J. <br />.110 5728.168 a 18.10 .110 5739.828 <br />.111-" - 5751:468'""- -+- '-"'1 tl:30- rl'l1- ~-5763.-191 <br />.112 5774.738 a 18.50 .112 5786.254 <br />.112 5747.809 a 18.70 .113 5609.191 <br />.113-- -Stl20:594- -a -18:90 .114 -5831:930 <br />.114 5843.164 a 19.10 .115 5854,516 <br />.115 SBt5. 738 a 19.30 .116 5tl76.tl36 <br />.116 --- --5887.977- a- -19.50--- --.-116-- --5849.16tl----- <br />.117 5910.219 + L9 .70 .117 5921.168 <br />.lld 5932.227 • 19.90 .118 5943.172 <br />.119-- -5954.-109- a -20-r10 .117 -591 T.B 52 - <br />.108 5686.438 a 20.30 .095 5329.246 <br />.OBB 5123.438 a 20.50 .085 5046.793 <br />.083 - 49btl~. 031"-' _a.. __'20.70 .Ob2'- ---4447:734 <br />.OBI 5926.563 a 20.90 .OBI 4924.902 <br />.OBI 4930.676 a 21.10 .081 4936.508 <br />.082 ~" --4942.359-- -a -21:30 .082-- -4446.059---- <br />.Otl2 4953.730 a 21.50 .082 4959,418 <br />. Otl2 4965.074 a 21.70 .083 4970.644 <br />.083-"-" 4976.652--- a- - -21.90----- _--:083- ~-4982.254- ~-'--~~~ <br />.083 4987.801 a 22.10 .083 4993.441 <br />.084 4999.043 a 22.30 .084 5004,617 <br />- .084-- -5010.-176- a -22:50 .084 -5015:777 <br />.084 5021.391 a 22.70 .084 5027.023 <br />.085 5032.672 a 22.90 .085 5038.164 <br />.085 -5043,609--. -a. -.23.10---- ---.085- --50x9.074------ <br />.085 5054.523 a 23.30 .Od6 5060.008 <br />.086 5065.488 a 23.50 .OB6 5071.066 <br />- .OBE'-- - 5076648-- 'a- -23:70 .OB 6' -5081:965 <br />.Ob7 SOtl7.301 a 23.90 .087 5092.746 <br />.087 509n.137 a 24.10 .Otl3 4980.828 <br />.062 - - 4324:617-- ~s~ ---24.30- --.033 ---3146:643----~- <br />.017 2244.179 a 24.50 .011 1784.798 <br />.OOt 1324.833 a 24.70 .002 664.143 <br />P a 9 P a P-9'4'9-9~9-9-a"4'4'-4--a-4 4-P-4"9-P`--- <br />JUNLTIOH 2. BRANCH 1. STk ULTURE 1 <br />P P a P a 4 4 a a P a a a F 9 a 9 P a P 4 P a <br />:,~ Paa HYDRAULIC INPUT VALUES FOR SUBRA TE RSHEDS Paa <br />I„ <br />~+' RATER AREA CUkVE TL TT ROUTING COEFFIC IENTS UNIT <br /> SHED ALFES NUMBER HR HR K-HRS % HYDRD <br /> <br />~I~LI 1 15.20 67.00 290 000 .000 .00 1.0 <br />~~r Pao SEDIMENT INPUT VALUES FOR SUBRATERSHE DS aaa <br />• ;, <br />~ - -MATER SEG ~-"SOIL -- CENCTH --SLOPE CP- PART SUkF <br />- <br />:~ ShEU NUP K FEET PC7 VALUE OP7 LOND <br />LI <br />- I;c 1 1 .24 -_-. _0__ -__3.3b-T080-- -_1.:0- -_......-._0-_.-._._._.____.._._... __.____. <br />~. ~ F a P COrpUTED VALUE S FOR I NDIVIDUAL RATE RS REDS a a a <br />w <br />--i,1 <br />~e~ <br />`~ r'Y <br />-',-~ <br />~.'\ <br />^~~ <br />^. <br />~~°rY <br />I,.. <br />:. '\ <br />I~ <br />`~. <br />-~ <br />