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• __________________ STRUCTURE INPUT FOR JUNCTION Ik1 =__________________ <br />BRANCH NUMBER OF STRUCTURES <br />1 2 <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 0.12 0.12 0.39 <br />___________________ STRUCTURE DATA FOR JUNCTION M1 <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - <br />2 <br /> <br />x x r###### x x# x x#### x x x x x <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />r r r x x x x r r x x x r x x x x x r# r r x <br />xxr#rxrrr###xxrxxrrxr#rrxx#xxxxxrr+#rrr###xx#xxxxxxxxrxx#####x#xxxx#+xrr### <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 />r#####xxxxxrx#r##x#xxxxxrxxxr#r#xxxxxxxxxxxrrrx#x##xxxxxxxxrrr+#xx####r##x# <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br /> WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br /> SHED <br />____ ACRES NUMBER HR HR K-HRS X HYDRO <br /> ___ <br />1 ______________________ <br />13.80 79.00 0. _____ <br />120 ______ <br />0.080 _______________________ <br />0.080 0.34 _________ <br />0.0 <br /> 2 9.60 79.00 0. 070 0.000 0.000 0.00 0.0 <br /> * * * COMPUTED VALUES FOR INDIVI DUAL WATERSHEDS * * * <br />. WATERSHED PEAK FLOW RUNOFF <br />