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• _________________= STRUCTURE INPUT FOA JUNCTION N1 = <br />BRANCH NUMBER OF STRUCTURES <br />1 3 <br /> <br />BETWEEN STRUCTURE ROUTING PARAMETERS <br />~~ <br />BRANCH BETWEEN PARAMETERS <br />NO. 1 2 3 <br /> TIME MUSK. K MUSK. X <br />1 PRIOR J OR $ TO STRUCTURE 1 0.00 0.00 0.00 <br />1 PRIOR J OR S TO STRUCTURE 2 0.09 0.04 0.34 <br />1 PRIOR J OR S TO STRUCTURE 3 0.18 0.18 0.39 <br /> <br />___________________ STRUCTURE DATA FOR JUNCTION N1 =__________________ <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - <br />2 <br />* # # i # * # # * # * * # # i # * i # i * # + <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />* * # * # # i # k k # * # R * # * i # * # # i <br />*#+*k*#+**###*#**#*****k*#**k**+#**k#*kt##*####***k#+***4#+*****+*##++*f**+ <br />BETA IS NEGATIVE WHICH INHERENTLY INDICATES THAT THE <br />STREAM SYSTEM TRANSPORT CAPACITY EXCEEDS THE SEDIMENT <br />LOAD, AS EVALUATED BY WILLIAMS' TECHNIQUE. SEDIMOT II <br />DOES NOT CONSIDER ERODIBLE CHANNELS SO BETA IS SET <br />EQUAL TO .01. IF THE USER WISHES TO EVALUATE THE TRANS- <br />PORT CAPACITY OF THE STREAM DIRECTLY HE/SHE SHOULD USE <br />SUBROUTINE SLOSS. <br />##**###*i##**####i####*#*##i##***+##i+i#*i*i##**ii##**#i#+**i#+**i*++***++# <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br />WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER HR HR K-HRS X HYDRO <br />1 10.00 79.00 0.060 0.030 0.030 0.34 0.0 <br />2 7.30 79.00 0.050 0.000 0.000 0.00 0.0 <br />* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * * <br />