Laserfiche WebLink
. __________________ STRUCTURE INPUT FOR JUNCTION tll = <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 MUSX. 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 0.30 0.30 0.34 <br /> <br />___________________ STRUCTURE DATA FOR JUNCTION M1 <br />QUESTION <br />NO. <br />1. NUMBER OF SUBWATERSHEDS - <br /># * + r r * + x * # r * r * # # # + x * # x * <br />JUNCTION 1, BRANCH 1, STRUCTURE 1 <br /># # + # r # # r # # # * r # # * # # * # r + * <br />2 <br />+r#t*rr#t****r#***rrr#*r+rr#*r**tr*#t*#4#r**r##*r**i##t*k**#i#x*k#*+#**x*## <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#x**r+t*R###*****#r*****#*##*+#**#*####**###*#**t*#+*t#*#i###***r++*#####t <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 />__ <br />1 ___________________________ <br />9.20 79.00 0.080 ______ <br />0.060 _______________________ <br />0.060 0.39 _________ <br />0.0 <br /> 2 9.90 79.00 0.060 0.000 0.000 0.00 0.0 <br /> * * * COMPUTED VALUES FOR INDIVIDUAL WATERSHEDS * * <br /> WATERSHED PEAK FLOW RUNOFF <br />