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I~ <br />~ • ! <br />"„l 17.20 ,413 1[1.301 • 17.30 .all 101. <br /> ' 17.4[ - ;411 "- -IOI.ISZ _ A 17:50 :-41"3 101"L-3 <br /> I 17.bL ,414 301.5E2 • 17.70 .416 1[1.7 <br />` 17.8[ ,517 101.928 • 17.90 .419 102.1 <br /> 10.00 .420 ~ ]02.253 - A -18.10- -:522- -102:4 <br />'I 18 .2C ,423 102.155 A 18.30 .424 102.8 <br />` 1B ,4C .426 103.[14 • 18.50 .427 1[3.1 <br /> - 18.6[ - ----,429 - ~- ~ 103:371 "" - -- - SB.70~-~--' T'.430 1C3c5 <br />' 18 .BC .432 ]03.726 a 18.90 .433 103.9 <br />L' 19.00 .435 104.[76 • 19.10 .436 104.2 <br /> 19 .2C .438 - ' 104.427 + - 15.30 - " - - -"".435 '104.6 <br /> 19 .4C .441 104.173 • 19.5[ .442 1[5.945 <br />~' i 19.bL .444 105.116 + 19.70 .445 305.209 <br />,f- 19.80 - - --:446 10574E0 - p- 19:90 .448. 105.630 <br /> 20.00 .449 105.758 + 20.10 .545 1[5.256 <br />~' ~ 20.2[ .420 102.253 + 2[.30 .383 ~ 97.618 <br /> 20.4[ - --.357 - -- 94.208 -- ~+ - -20.50--- -.343 92.416 <br /> 20.60 .336 91.410 A 20.70 .330 90.6[8 <br />', 20.80 .324 B9 .0E3 • 20.90 .320 89.23[ <br />' 21.00 -- --- - - .316 80.713 - ~ -21-10 .313 80:313 <br /> 21.2L .311 BB.C33 • 21.30 .310 87.873 <br />~ <br />' 21.50 .310 B7.B37 • 21.50 .310 87.927 <br />f 21.6[ "~ - ----- .311 - -BB.C16~- • ~21.-7C .312 88.1[3 <br />! 21.8[ .312 88.151 + 21.9[ .313 BB.279 <br />~ 22.00 .313 BB.3t7 + 22.10 .314 88.455 <br />.~- 22.2[ .315 88:551' 6 2730- :315 08:629 <br /> 22.4[ .316 BB.716 • 22.50 .317 BB.BC4 <br />~ 22.60 .317 88.851 < 22.70 .318 88.977 <br />' 22.80 - --'-:318-- -- 09.CE4 '- +-- -22:50 .319 89:149 <br />~ 23.00 .320 89.235 + 23.10 .320 89.320 <br />~-"~ 23 .2t .321 BS.4C5 • 23.30 .321 89.493 <br />i' -23.4[ -~ - - :322 89,578 - +- 23:50 .323 89:bf1 <br />' 23.6[ .323 B9 .745 • 23.70 .324 B9.B31 <br />` 23.80 .325 89.915 + 23.50 .325 90.000 <br />' 24.00 .326 90.[03 - + - -24.10 :313 BB.3C6 <br />'. 24.20 .257 79.555 • 24.30 .174 65.858 <br />` 24.4[ .117 53.549 A 24.50 .OBS 45.9f8 <br />'- -24.60- --:068- 41.132- • 25 -70 - 053 36:250 <br />'~ 24.80 .050 31.452 • 24.50 .028 26.586 <br />~'~' 25.00 .019 21.719 • 25.10 .011 16.8'_4 <br /> 25.2[ " .006 11.513 - 6- 25T30 .002 -6.885 <br />1 <br />~~~ <br />~' <br />I'- <br />i <br />,L <br />f.. <br />~ I I. <br />~;'~-. <br />i P A A A 9 4 A A A 4 4 A 9# 0 9 9 0 6 9 9 9 9 <br />~~~ JbNCTION 2, BRANCF 2. STkUCTURE 1 <br />' ~ ~ 9 A • 0.9 q-0-0 -A-A q-Y Y'4--4--q-4~-4-9-0-A-A <br />~~ <br />V"I <br />I, -egA-FTDRAULIC-INPUT-V'A CUES-FCR-SUBMAI ERSME05-••+ <br />~'i NATER AFEA CLRVE TC 1T RCU7ING LOEFF ICIENTS LNli <br />I~ <br />'f SHED ACRES- ~NU110ER _FF <br />- FF ~ <br />_ =--R=HRS <br />%"- = HYCRC__ <br /> <br />~" I - <br />_____ _ <br />1 -- <br />___ <br />52.70 __ _ <br />__ <br />70.00 _ <br />___ <br />.300 _. <br />CL _ <br />_ <br />______ <br />O .000 .00 <br />2.0 <br />~'i Aee SEDI MENT INPUT VALUES FCR SUBNATE RSHEDS AeA <br />4j MATER SEG SOIL LENGTH SLOPE LP PART SURF <br /> -3q- <br />1 <br />1 <br />