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• __________________ STRUCTURE INPUT FOR JUNCTION M1 = <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 0.24 0.29 0.34 <br /> <br />___________________ STRUCTURE DATA FOR JUNCTION M1 =________________-- <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - <br />2 <br /> <br />+++++ r++ t+• r+ r t t r t+ r r+ t <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />+ r t t + + t + + r + + + r + + x t x + r + + <br />rr++rrx+ttr+rttrr++trrrttrrttrttxtttrrrrtrrr+ttrrrtr+trttrxrxtrtrxttrtxrttr <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 />t++xxtt t:txtxtrxxttxxxt*x*ttrxxttt#xxt#xxx*t#xxttr#x*ttt#x*trxtxx+r++tttxx+t <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 7.80 79.00 0.080 0.080 0.080 0.39 0.0 <br />2 9.50 79.00 0.080 0.000 0.000 0.00 0.0 <br />* * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS <br />• WATERSHED PEAK FLOW RUNOFF <br />