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C~ <br />__________________ STRUCTURE INPUT FOR JUNCTION kl =_ <br />BRANCH NUMBER OF STRUCTURES <br />1 <br />3 <br /> <br />_______ ________ BETWEEN STRUCTURE ROUTING PARAMETERS =____ ________ <br />BRANCH BETWEEN PARAMETERS <br />NO. 1 2 3 <br /> TIME MUSK. K MUSK. X <br />1 PRIOR J OR S TO STRUCTURE 1 0.00 0.00 0.00 <br />1 PRIOR J OR S TO STRUCTURE 2 0.05 0.05 0.34 <br />1 PRIOR J OR S TO STRUCTURE 3 0.21 0.21 0.39 <br />STRUCTURE DATA FOR JUNCTION N1 <br /> <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - 2 <br />* # * # # # * # # * # * * # * * # # # # # * # <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />k # # # # * # # * # # * # # * k # # # # # <br />i <br />t#**#****#*****#***#***##*#*###*#*k*#***t*#********k**4*****#****##******t* <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 />#****###***#*4*i###****#**##t4*###t#k#4#t**###***###****####*####*i**#*+**t <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br />WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />SNED ACRES NUMBER HR HR K-HRS X HYDRO <br />1 11.90 79.00 0.070 0.030 0.030 0.34 0.0 <br />2 4.00 79.00 0.040 0.000 0.000 0.00 0.0 <br />* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * <br />