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__________________ STRUCTURE INPUT FOR JUNCTION M1 =_____-_----------- <br />BRANCH NUMBER OF STRUCTURES <br />1 2 <br /> <br />_______ ________ BETWEEN STRUCTURE ROUTING PARAMETERS =____ ___________ <br />BRANCH BETWEEN PARAMETERS <br />N0. 1 2 3 <br /> TIME MUSK. K MUSK. X <br />1 PRIOR J OA S TO STRUCTURE 1 0.00 0.00 0.00 <br />1 PRIOR J OR S TO STRUCTURE 2 0.23 0.23 0.34 <br />STRUCTURE DATA FOR JUNCTION M1 ___________________ <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - <br />2 <br /> <br />* f * t # * t * r f * * * * t * * r f * r f * <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />** f*# f r f# k f f* f f* f*# t*# t <br />**#k#*###***##***##***#****##**#4###***#tk#*#**####**####*#i*tk#**#***###** <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 />f+t**r***r*#*rr##*rr#rrfrfrrrrf**rfxr*fftr*rr#*rrrx**r*f#*rr***rr*#**r#*t** <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br /> WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br /> SHED <br />_______ ACRES NUMBER HR <br />________ <br />___ <br />_ <br />_ HR K-HRS X HYDRO <br /> <br />1 __ <br />___ <br />____ <br />_____ <br />11.00 79.00 0.090 ______ <br />0.080 ________________________ <br />0.080 0.34 ________ <br />0.0 <br /> 2 7.90 79.00 0.070 0.000 0.000 0.00 0.0 <br /> * * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * * <br /> WATERSHED PEAK FLOW RUNOFF <br />