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N <br />GNz <br />CONDUIT/ VELOCITY <br />90001/ 0.00 <br />CONDUIT/ CROSS SECTIONAL AREA <br />90001/ 0.00 <br />CONDUIT/ BYDRAULIC RADIUS <br />90001/ 0.00 <br />CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION <br />90001/ -1.00/ -1.00 <br />fH+HNNHNH1ftlNHN+HNff <br />t FINAL ND1EL OONDITION + <br />+ FINAL TINE = 24.00 BOURS + <br />tffttttfftftfffftfffftffffftttfff <br />JUNCTION / DEPTH / ELEVATION =__> 1+2 JUNCTION IS SURCBAROED. <br />75CO/ 0.59 / 0.59 100/ 0.36 / -0.64 <br />CONDUIT/ FLOW =__> f+r CONDUIT USES THE NORMAL FLOW OPTION. <br />90001/ 0.56 90002/ 0.56 <br />CONDUIT/ VELOCITY <br />90001/ 2.39 <br />CONDUIT/ CROSS SECTIONAL AREA <br />90001/ 0.23 <br />CODUIT/ FINAL VOLUME <br />90DOl/ 61.29 <br />CODUIT/ HYDRAULIC RADIUS <br />90001/ 0.17 <br />CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION <br />90001/ 0.59/ 0.35 <br />IlfilJlfllill111lililfilNJfllJlflil111ll11!lflllll <br />i Surcharge Iteration Summary f <br />llilllllllllllfl11llllfllllfillflllllfllllfllfifll! <br />NNuimm number of iterations in a time step..... 1 <br />Total number of iterations in the simulation.... 5760 <br />Average amber of iterations per time step...... 2.00 <br />Surcbarge iterations during the simulation...... 0 <br />Nerimm surcharge flow error during simulation.. 0.00E-01 cfs <br />Total number of time steps during simulation.... 2HO <br />1 <br />•frfH+HftlHriHff/ltlffffH+flNHNtINNNNff <br />CONDUIT COURANT CONDITION SUMMARY r <br />+ TIME IN MINUTES DELT > COURANT TIME STEP + <br />fffftffffffffffffkffffffffffffffrffffffffffffffffff <br />+ SEE BELOW FOR EXPLANATION OF COURANT TIME STEP. + <br />HfffrftlfflHHfkH1lNfNfNtlff+ffNHffMfffkff <br />