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CONDUIT/ CROSS SECTIONAL AREA <br />91181/ <br />I.II 91182/ <br />8.16 <br />981831 <br />6.86 <br />98801/ <br />1.81 <br />91085/ <br />1.18 <br />CONDUIT/ <br />HYDRAULIC RADIUS <br />91181 <br />1.11 91882/ <br />8,08 <br />98P13/ <br />8.80 <br />91811/ <br />1.11 <br />91115/ <br />1.11 <br />CONDUIT/ <br />UPSTREAM/ DOWNSTREAM ELEVATION <br />98111/ <br />-1.111 -1.11 <br />91182/ <br />1.10/ 6.18 <br />91183/ <br />1.31/ <br />1.38 <br />91114/ <br />1.26/ 1.26 <br />91115/ <br />2.511 2.51 <br />tttllltltlllttlltttttllttttttlttl <br />t FINAL MODEL CONDITION 1 <br />1 FINAL TIME = 21.11 HOURS 1 <br />tttllttttltlttlltttltttttttltlttt <br />JUNCTION / <br />DEPTH / ELEVATION =__> 't' JUNCTION IS SURCHARGED. <br />1111/ <br />1.01 / 1.81 <br />111/ 1.33 / -1.67 <br />211/ <br />1.26 / <br />1.26 <br />311/ <br />1.11 / 1.31 <br />101/ 4.11 / 1.26 <br />511/ <br />1.11 / <br />2.51 <br />CONDUIT/ <br />FLOW =__> 'I' CONDUIT USES THE NORMAL FLOW <br />OPTION. <br />90111/ <br />1.39 050121 <br />8.23 <br />91113/ <br />1.81 <br />91181/ <br />8.11 <br />911151 <br />1.11 91116/ <br />1.39 <br />911071 <br />1.23 <br />91118/ <br />1.11 <br />91119/ <br />1.11 98811/ <br />8.11 <br />CONDUIT/ <br />VELOCITY <br />91111/ <br />3.56 98882/ <br />2.28 <br />98883/ <br />0.19 <br />91111l <br />8.08 <br />918151 <br />1.81 <br />CONDUIT/ <br />CROSS SECTIONAL AREA <br />91N1/ <br />1.11 91162/ <br />1.11 <br />98883/ <br />1.16 <br />91111/ <br />1.11 <br />911151 <br />1.11 <br />CONDUIT/ <br />FINAL VOLUME <br />911811 <br />45.29 98812/ <br />44.85 <br />98183/ <br />8.2B <br />91101/ <br />1.85 <br />911151 <br />1.18 <br />CONDUIT/ <br />HYDRAULIC RADIUS <br />91111/ <br />1.11 91182/ <br />1.11 <br />98883/ <br />1.10 <br />91184/ <br />0.88 <br />91115/ <br />1.11 <br />CONDUIT/ <br />UPSTREAM/ DOWNSTREAM ELEVATION <br />91111/ <br />1.81/ 1.32 <br />911821 <br />8.81/ 1.62 <br />91113/ <br />I.81/ <br />1.79 <br />91141/ <br />1.26/ 1.26 <br />91115/ <br />2.51/ 2.51 <br />Illllltlllllitllllltlltlllllllllllllllllllllllltltt <br />1 Surcharge Iteration Summary <br />IIIIIIt11111t111111Nllllltllllllllllltllllltllllit <br />Maximum number of iterations in a tilt step..... 1 <br />Total number of iterations in the simulation.... 2081 <br />Average number of iterations per time step...... 2.11 <br />Surcharge iterations during the simulation...... <br />Maximum surcharge flow error during simulation.. I.IBE-11 cfs <br />Total number of time steps during simulation.... 1449 <br />