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CONDUIT/ CROSS SECTIONAL AREA <br />91801/ 0.80 98002/ 1.10 <br />10031 <br />0.00 <br />91114/ <br />8.10 <br />91605/ I.10 <br />CONDUIT/ HYDRAULIC RADIUS <br />98111/ B.Be 90102/ 6.10 <br />900631 <br />8.10 <br />98004/ <br />9.00 <br />910151 e.Bl <br />CONDUIT/ UPSTREAM/ DOWNSTREAM ELEVATION <br />91801/ -1.I0/ -1.16 98102/ B.Bd/ 0.00 <br />98183/ <br />B.BB/ <br />1.01 <br />91184/ 1.11/ 1.11 91115/ 1.11/ <br />1.10 <br />Itlltlllllltttltltllllllllitlltll <br />t FINAL MODEL CONDITION t <br />1 FINAL TIME = 24.11 HOURS t <br />tt111it11tlt11it1111111111t111111 <br />JUNCTION / DEPTH / ELEVATION =__> 9' JUNCTION <br />IS SURCHARGED. <br />71011 1.45 / 1.45 1111/ 1.28 / <br />-1.72 <br />211/ <br />1.11 <br />310/ oleo / 0.10 411/ 1.11 / <br />1.11 <br />511/ <br />1.16 <br />CONDUIT/ FLOW =__> '1' CONDUIT USES THE <br />NORMAL FLOW <br />OPTION. <br />91011/ 8.48 911111 B.BB <br />98803/ <br />B.Be <br />91104/ <br />1.18 <br />916051 B.oe 91106/ 1.41 <br />911871 <br />1.10 <br />90808/ <br />1.11 <br />91609/ oleo 98810/ 6.01 <br />CONDUIT/ VELOCITY <br />I! 91001/ 1.87 90062/ oleo <br />90003/ <br />6.11 <br />98014! <br />0.81 <br />91105/ 0.16 <br />j CONDUIT/ CROSS SECTIONAL AREA <br />T 911111 1,21 98082/ 641! <br />98103/ <br />I'll <br />91014/ <br />I'll <br />91885/ I.18 <br />CONDUIT/ FINAL VOLUME <br />91881/ 123.09 980B2/ 0.06 <br />98103/ <br />1.06 <br />91804/ <br />1.86 <br />911051 1.16 <br />I <br />i <br />,.� CONDUIT/ HYDRAULIC RADIUS <br />90001/ 1.10 90002/ oleo <br />901031 <br />0.B0 <br />91814/ <br />0.11 <br />91105/ 8.10 <br />CONDUIT/ UPSTREAh/ DOWNSTREAM ELEVATION <br />91111/ 1.45/ 1.27 916121 1.Be/ <br />0.11 <br />91183/ <br />1.11/ <br />1.11 <br />91114/ 1.11/ 1.11 91e15/ 1.11/ <br />1.11 <br />Illtlllllllllllllllllllllllllllttltt/Illllltlllllll <br />1 Surcharge Iteration Summary t <br />1111111lIIIIIIINIIIItt11111111111111tt111111111111 <br />Maximus number of iterations in a time step..... 1 <br />Total number of iterations in the simulation.... 288/ <br />Average number of iterations per time step...... 2.11 <br />Surcharge iterations during the simulation...,.. B <br />Maximum surcharge flow error during simulation.. 0.IBE-91 CIS <br />Total number of list steps during simulation.... 1440 <br />