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• __________________ STRUCTURE INPUT FOR JUNCTION Y1 =__________________ <br />BRANCH NUMBER OF STRUCTURES <br />1 3 <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 0.34 <br />_________~________= STRUCTURE DATA FOR JUNCTION M1 <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - 2 <br />i #********************** <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />* * i * t * * * * * * k # * * * * * * * # <br />*#*t#*k*fi#***k#***Y**##*#**#*****#***#*#**#**t*##***#****i*****#*********+* <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 USEA WISHES TO EVALUATE THE TRANS- <br />PORT CAPACITY OF THE STREAM DIRECTLY HE/SHE SHOULD USE <br />SUBROUTINE SLOSS. <br />**fi***f*##f#**##****#**##*##****ff**#*+**###**#f#****##**#*t#*#*#i*#**##*# <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br />WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />SHED <br />_______ ACRES <br />_________ NUMBER <br />___ <br />____ HR <br />____ <br />___ HR <br />_ K-HRS X HYDRO <br /> <br />1 <br />7.90 _ <br />_ <br />79.00 __ <br />0.100 __ <br />__ <br />0.030 ________________________ <br />0.030 0.34 ________ <br />0.0 <br />2 8.70 79.00 0.060 0.000 0.000 0.00 0.0 <br />* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />• <br />