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1 <br />!1 <br />■ <br />- CONDUIT/ CROSS SECTIONAL AREA <br />98B01/ e.ee 90002/ 0.00 90003/ <br />90805/ 0.00 <br />0.60 <br />90004/ <br />0.80 <br />CONDUIT/ HYDRAULIC RADIUS <br />91001/ 2.00 90002/ 0.00 90003/ <br />988e5/ 8.08 <br />aloe <br />98004/ <br />0.00 <br />CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION <br />918911 -1,80/ -1.00 9/802/ 0,00/ 0.20 <br />91004/ <br />96003/ 6.00/ <br />B,BO <br />1.18/ 6.00 9eo05/ 1.Be/ 1.00 <br />Ittltlltlllttllltttltltllftflttft <br />f FINAL MODEL CONDITION t <br />1 FINAL TIME = 24.01 HOURS f <br />Ittlttttlttllltlflttfttltttltlllf <br />JUNCTION / DEPTH / ELEVATION =__> 't' JUNCTION 15 SURCHARGED. <br />7111/ 1.55 / 1.55 108/ 1.35 / -8,65 <br />3/1/ 0.11 <br />2101 <br />1./B / <br />1.18 <br />/ 1.00 416/ 9.10 / 6.00 <br />516/ <br />6.18 / <br />1.10 <br />CONDUIT/ FLOW ==_` 'I' CONDUIT USES THE NORMAL FLOW <br />OPTION, <br />91801/ 0.59 902021 8.00 900231 <br />91105/ <br />0.80 <br />90804/ <br />B.ea <br />8.60 900P6/ 8.59 98807/ <br />96809/ 0.0? 9PPiC/ <br />0.02 <br />90e80/ <br />e.e? <br />0.00 <br />CONDUIT" VELOCITY <br />90881/ 2.1E 90002/ 0.00 90003/ <br />9P805/ 8.00 <br />0.00 <br />90804; <br />oleo <br />CONDUIT/ CROSS SECTIONAL AREA <br />98101/ 6.27 96002/ 0.00 90003/ <br />90885/ 6.00 <br />0.00 <br />9B8B4/ <br />B,BO <br />CONDUIT/ FINAL VOLUME <br />98001/ 156.05 900i'2/ 0.06 90003/ <br />98805/ 1.06 <br />0.06 <br />98804/ <br />0.06 <br />CONDUIT/ HYDRAULIC RADIUS <br />90001/ 0.20 90802/ 0.80 90003! <br />98005/ /.e8 <br />0.00 <br />90004/ <br />oleo <br />CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION <br />91811/ 1.55/ 8.34 91002/ 8.0e/ 0.80 <br />91114/ 1,11/ <br />90003/ <br />1.881 <br />0.19 <br />8./1 91885/ 1.88/ 1.16 <br />1�� Illlllllllll/llllt/III/tRlll!1/11111111t1/111t11// <br />1" 1 Surcharge Iteration Summary 1 <br />IIIIIIIIt/Illlllllt/ltl/lull/111/tt/llllllllltltlt <br />tN Maximum number of iterations in a time step..... I <br />Total number of iterations in the simulation.... 2888 <br />Average number of iterations per time step...,.. 2.90 <br />Surcharge iterations during the simulation...... 8 <br />Maximum surcharge flow error during simulation.. B.BBE-01 cfs <br />Total number of time steps during simulation.,.. 1440 <br />