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• --- AC2 Inc. --- <br />..*:***~*...*.***.**.ffff:.*****.*:*.:....... <br />*: .. <br />** JUNCTION 1 BRANCH 1 STRUCTURE l ** <br />** NULL STRUCTURE ** <br />** VEST REFUSE DITCH ** <br />** *: <br />**:*********.ffff*:**:*•***+~**fffff**.***~: <br />****:*fir+*****:**********:tff*f-fffffffffffffff <br />fffffffffffffffffffffffffffffffffffffffffffff:fff:ff*ffffffffffffffffffffffffff <br />f f <br />* SUBiIATERSHED INFORMATION * <br />f f <br />fffffffffffffffffff:fffffffffftfffffffffftfff:f,rfffffffffffffffffffffffffffffff <br />f f <br />* HYDRAULIC INPUT VALUES <br />f f <br />+ YiATER AREA CURVE TC TT ROUTING COEF'S UNIT HYDRO * <br />* SHED (acre) NUMBER (hr) (hr) K-(hr) X RESPONSE <br />* l 6.06 80.00 0.239 0.000 0.000 0.000 FAST * <br />f f <br />• f f <br />* COMPUTED VALUES FOR INDIVIDUAL NATERSHEDS * <br />f f <br />* PEAK FLOP RUNOFF <br />* MATERSHED (cfs) (inches) * <br />* 1 12.899 2.377 * <br />f f <br />fffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffffff:ffffff:ffffff <br />U <br />122 <br />