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# # # # # # # 4 # # # # # # # # # # # # # # # <br />JUNCTION 3, BRANCH 1, STRUCTURE 1 ~ <br /># # # # # # # # # # # # # # # # # # # # # # # <br />######################################k#############d###################### <br />BETA IS NEGATIVE WHICH INHERENTLY INDICATES THAT THE <br />STREAM SYSTEM TRANSPORT CAPACITY EXCEEDS THE SEDIMENT <br />LOAD, AS EVALUATED BY WILLIAMS' TECHNIQUE. SEDIPIOT II <br />DOES NDT CONSIDER ERODIBLE CHANNELS SO BETA IS SET <br />EQUAL TO .01. IF THE USER WISHES TD EVALUATE THE TRANS- <br />PORT CAPACITY OF THE STREAM DIRECTLY HE/SHE SHOULD USE <br />SUBROUTINE SlOSS. <br />########################4#####d############################################ <br />### HYURAULIC INPUT VALUES FOR SUBWATERSHEDS ### <br />HATER AREA CURVE TC TT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUY,BER HR HR K-HRS X HYURO <br />1 144.24 67.00 .610 .000 .000 .00 1.0 <br />### SEDIMENT INPUT VALUES FOR SUBWATERSHEDS ### <br />WATER SEG SOIL LENGTH SLOPE CP PART SURF <br />SHED NUM K FEET PCT VALUE OPT CONU <br />1 1 .25 .0 6.21 .110 1.0 .0 <br />zsswwzassaszsccvwss STRUCTURE DATA FOR JUNCTION b3 ccss vzzawvwzvssc saw <br />QUESTION <br />N0. <br />1. NUMBER OF SUBWATERSHEDS - 1 <br />2. TYPE OF SEDIMENT CONTROL STRUCTURE - NULL STRUC. <br />ssczcesvzzcacscawwssacccaavaascszscsscvawascsasacscsszsczsssszeccscaesss <br /># # # # # # # # # # # # # # # # # # # # # # # <br />JUNCTION 3, BRANCH 2, STRUCTURE 1 <br /># # # # # # # # # # # # # # # # # # # # # # 4 <br />### HYDRAULIC INPUT VALUES FOR SUBWATERSHEDS ### <br />WATER AREA CURVE TC iT ROUTING COEFFICIENTS UNIT <br />SHED ACRES NUMBER HR HR K-HRS X HYDRO <br />1 450.93 76.00 .660 .000 .000 .00 1.0 <br />• ~ ### SEDIMENT INPUT YALUES FOR SUBWATERSHEDS ### <br />WATER SEG SOIL LENGTH SLOPE CP PAR7 SURF <br />SHED NUM K FEET PCT VALUE OPT COND <br />1 1 .22 .0 9.54 .320 1.0 .0 <br />