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• __________________ STRUCTURE INPUT FOR JUNCTION #1 =__________________ <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 MUSx. x 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 0.34 0.34 0.34 <br />___________________ STRUCTURE DATA FOR JUNCTION #1 <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - 2 <br /># * Y t * # Y # * r # # * * # * # Y # * r # <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br />r r # * r r # * r # * r r # * * # # * r # * r <br />*Y**#k***t****r##k***Y#*#**##*#***r##Y****Y#**Y**##****##*#**#**#*******#** <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 />*#*#*##*******#*****####*#*#****##*i**4*#i##***#*Y#****#t*#***t*#****t*##** <br /> *** HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS *** <br /> WATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br /> SHED ACRES NUMBER HA HR K-HRS X HYDRO <br /> _______ <br />1 ___________________________ <br />9.50 79.00 0.080 ______ <br />0.080 _______________________ <br />0.080 0.39 _________ <br />0.0 <br /> 2 9.10 79.00 0.090 0.000 0.000 0.00 0.0 <br /> * * * COMPUTED VALUES FOR INDIVI DUAL WATERSHEDS * * * <br />• WATERSHED PEAK FLOW RUNOFF <br />