Design Log ===================================================================== InRoads Storm & Sanitary Design Log Drainage File: P:\070058\WR\design\InRoads\West I-40 Storm Drain-as-builts.sdb Design File: P:\070058\WR\design\control\workarea\anna.dgn Display Log: P:\070058\WR\design\control\workarea\design.log Date: Monday, May 16, 2011 11:06:51 AM ====================================================================== Designing pipe SDP1 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1254.8700 cfs Flow From: Injected Storm Status: Fixed Slope: 0.0445 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 4.9565 ft Flow Status: Partial Critical Depth: 7.3960 ft Capacity: 1620.4612 cfs Velocity: 40.5056 ft/s Froude Number: 3.4189 Flow Regime: SuperCritical Designing manhole MH1 Results: Total Flow: 1254.8700 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP2 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1254.8700 cfs Flow From: Upstream Status: Fixed Slope: 0.0290 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.8930 ft Flow Status: Partial Critical Depth: 7.3960 ft Capacity: 1307.3290 cfs Velocity: 33.6979 ft/s Froude Number: 2.4152 Flow Regime: SuperCritical Designing pipe STUB5 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 152.8100 cfs Flow From: Injected Storm Status: Fixed Slope: 0.0150 ft/ft Pipe Width: 54.0000 in Pipe Height: 54.0000 in Depth of Flow: 2.6022 ft Flow Status: Partial Critical Depth: 3.6240 ft Capacity: 240.8450 cfs Velocity: 16.0329 ft/s Froude Number: 1.9303 Flow Regime: SuperCritical Designing pipe SDP3 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0368 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.8666 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1473.4107 cfs Velocity: 37.9676 ft/s Froude Number: 2.7353 Flow Regime: SuperCritical Designing pipe SDP11 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0368 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.8681 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1473.0335 cfs Velocity: 37.9581 ft/s Froude Number: 2.7338 Flow Regime: SuperCritical Designing manhole MH2 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP4 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0336 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 6.1428 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1408.5732 cfs Velocity: 36.3459 ft/s Froude Number: 2.4743 Flow Regime: SuperCritical Designing manhole MH3 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP71 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0394 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.6884 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1523.9544 cfs Velocity: 39.1547 ft/s Froude Number: 2.9171 Flow Regime: SuperCritical Designing pipe SDP111 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0394 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.6890 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1523.7854 cfs Velocity: 39.1505 ft/s Froude Number: 2.9165 Flow Regime: SuperCritical Designing manhole MH4 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP6 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0460 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.3358 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1646.4837 cfs Velocity: 41.8718 ft/s Froude Number: 3.3191 Flow Regime: SuperCritical Designing pipe SDP72 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0460 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.3347 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1646.9015 cfs Velocity: 41.8811 ft/s Froude Number: 3.3205 Flow Regime: SuperCritical Designing manhole MH5 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP7 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0699 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 4.5948 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 2029.9108 cfs Velocity: 49.6150 ft/s Froude Number: 4.4391 Flow Regime: SuperCritical Designing manhole MH5A Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 10.5000 ft Chamber Length: 10.5000 ft Designing pipe SDP7a WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0680 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 4.6378 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 2001.7348 cfs Velocity: 49.0723 ft/s Froude Number: 4.3604 Flow Regime: SuperCritical Designing pipe SDP5 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0233 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 7.5000 ft Flow Status: Full Critical Depth: 7.5000 ft Capacity: 1172.1054 cfs Velocity: 31.8634 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH6 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP8 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0246 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 7.5000 ft Flow Status: Full Critical Depth: 7.5000 ft Capacity: 1204.2621 cfs Velocity: 31.8634 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH7 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP9 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0470 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.2903 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1664.7064 cfs Velocity: 42.2617 ft/s Froude Number: 3.3759 Flow Regime: SuperCritical Designing pipe SDP22 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0469 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.2944 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1663.0159 cfs Velocity: 42.2261 ft/s Froude Number: 3.3707 Flow Regime: SuperCritical Designing manhole MH8 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP10 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0448 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.3894 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1625.7785 cfs Velocity: 41.4246 ft/s Froude Number: 3.2538 Flow Regime: SuperCritical Designing manhole MH9 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP12 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0442 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.4174 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1615.2451 cfs Velocity: 41.1961 ft/s Froude Number: 3.2203 Flow Regime: SuperCritical Designing manhole MH10 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP13 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0456 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.3518 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1640.2129 cfs Velocity: 41.7369 ft/s Froude Number: 3.2994 Flow Regime: SuperCritical Designing manhole MH11 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 7.5000 ft Chamber Length: 7.5000 ft Designing pipe SDP14 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Slope: 0.0409 ft/ft Pipe Width: 90.0000 in Pipe Height: 90.0000 in Depth of Flow: 5.5988 ft Flow Status: Partial Critical Depth: 7.4340 ft Capacity: 1552.1257 cfs Velocity: 39.7967 ft/s Froude Number: 3.0135 Flow Regime: SuperCritical Designing manhole CBC1 Results: Total Flow: 1407.6800 cfs Flow From: Upstream Status: Fixed Chamber Width: 10.5000 ft Chamber Length: 10.5000 ft Designing pipe SURGE1 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 1320.4038 cfs Flow From: Upstream Status: Fixed Slope: -0.0010 ft/ft Pipe Width: 120.0000 in Pipe Height: 144.0000 in Depth of Flow: 12.0000 ft Flow Status: Full Critical Depth: 12.0000 ft Capacity: 846.7251 cfs Velocity: 11.0034 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP15 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Slope: 0.0153 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 2.6604 ft Flow Status: Partial Critical Depth: 2.8280 ft Capacity: 82.4481 cfs Velocity: 13.1686 ft/s Froude Number: 1.2434 Flow Regime: SuperCritical Designing manhole MH13 Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP16 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Slope: 0.0131 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 3.0000 ft Flow Status: Full Critical Depth: 3.0000 ft Capacity: 76.4376 cfs Velocity: 12.3471 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP23 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 3.0000 ft Flow Status: Full Critical Depth: 3.0000 ft Capacity: 79.0413 cfs Velocity: 12.3471 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing inlet IN2 No surface runoff to inlet No flow found upstream Designing pipe LAT2 No flow in structure Designing manhole MH14 Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP18 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Slope: 0.0149 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 2.7454 ft Flow Status: Partial Critical Depth: 2.8280 ft Capacity: 81.4226 cfs Velocity: 12.8731 ft/s Froude Number: 1.1271 Flow Regime: SuperCritical Designing inlet IN10 No surface runoff to inlet No flow found upstream Designing pipe LAT10 No flow in structure Designing manhole MH46 Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP31 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Slope: 0.0139 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 3.0000 ft Flow Status: Full Critical Depth: 3.0000 ft Capacity: 78.7416 cfs Velocity: 12.3471 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH15 Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP19 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Slope: 0.0153 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 2.6604 ft Flow Status: Partial Critical Depth: 2.8280 ft Capacity: 82.4474 cfs Velocity: 13.1686 ft/s Froude Number: 1.2434 Flow Regime: SuperCritical Designing inlet IN11 No surface runoff to inlet No flow found upstream Designing pipe LAT11 No flow in structure Designing manhole MH16 Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP20 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 87.2762 cfs Flow From: Upstream Status: Fixed Slope: 0.0281 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 1.9928 ft Flow Status: Partial Critical Depth: 2.8280 ft Capacity: 111.8955 cfs Velocity: 17.5045 ft/s Froude Number: 2.3265 Flow Regime: SuperCritical Designing pipe STUB1 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 63.5100 cfs Flow From: Injected Storm Status: Fixed Slope: 0.0150 ft/ft Pipe Width: 36.0000 in Pipe Height: 36.0000 in Depth of Flow: 1.9882 ft Flow Status: Partial Critical Depth: 2.5610 ft Capacity: 81.6885 cfs Velocity: 12.7712 ft/s Froude Number: 1.7006 Flow Regime: SuperCritical Designing inlet IN3 No surface runoff to inlet No flow found upstream Designing pipe LAT3 No flow in structure Designing manhole MH17 Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Chamber Width: 8.0000 ft Chamber Length: 8.0000 ft Designing pipe SDP24 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Slope: 0.0256 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 2.6870 ft Flow Status: Partial Critical Depth: 3.3890 ft Capacity: 161.0409 cfs Velocity: 19.0240 ft/s Froude Number: 2.0482 Flow Regime: SuperCritical Designing inlet IN12 No surface runoff to inlet No flow found upstream Designing pipe LAT12 No flow in structure Designing manhole MH18 Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP25 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Slope: 0.0357 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 2.3522 ft Flow Status: Partial Critical Depth: 3.3890 ft Capacity: 190.2261 cfs Velocity: 21.9286 ft/s Froude Number: 2.6727 Flow Regime: SuperCritical Designing inlet IN13 No surface runoff to inlet No flow found upstream Designing pipe LAT13 No flow in structure Designing manhole MH19 Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP26 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Slope: 0.0359 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 2.3496 ft Flow Status: Partial Critical Depth: 3.3890 ft Capacity: 190.5111 cfs Velocity: 21.9559 ft/s Froude Number: 2.6784 Flow Regime: SuperCritical Designing inlet IN14 No surface runoff to inlet No flow found upstream Designing pipe LAT14 No flow in structure Designing manhole MH20 Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP27 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Slope: 0.0361 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 2.3427 ft Flow Status: Partial Critical Depth: 3.3890 ft Capacity: 191.2873 cfs Velocity: 22.0287 ft/s Froude Number: 2.6938 Flow Regime: SuperCritical Designing inlet IN15 No surface runoff to inlet No flow found upstream Designing pipe LAT15 No flow in structure Designing manhole MH21 Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP28 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 150.7862 cfs Flow From: Upstream Status: Fixed Slope: 0.0363 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 2.3388 ft Flow Status: Partial Critical Depth: 3.3890 ft Capacity: 191.7235 cfs Velocity: 22.0702 ft/s Froude Number: 2.7026 Flow Regime: SuperCritical Designing pipe STUB2 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 222.0700 cfs Flow From: Injected Storm Status: Fixed Slope: 0.0130 ft/ft Pipe Width: 54.0000 in Pipe Height: 54.0000 in Depth of Flow: 3.6498 ft Flow Status: Partial Critical Depth: 4.1630 ft Capacity: 224.2145 cfs Velocity: 16.0715 ft/s Froude Number: 1.4307 Flow Regime: SuperCritical Designing manhole MH22 Results: Total Flow: 372.8562 cfs Flow From: Upstream Status: Fixed Chamber Width: 8.0000 ft Chamber Length: 8.0000 ft Designing pipe SDP32 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 372.8562 cfs Flow From: Upstream Status: Fixed Slope: 0.0362 ft/ft Pipe Width: 54.0000 in Pipe Height: 54.0000 in Depth of Flow: 3.6760 ft Flow Status: Partial Critical Depth: 4.4510 ft Capacity: 373.9811 cfs Velocity: 26.8061 ft/s Froude Number: 2.3641 Flow Regime: SuperCritical Designing manhole MH23 Results: Total Flow: 372.8562 cfs Flow From: Upstream Status: Fixed Chamber Width: 4.5000 ft Chamber Length: 4.5000 ft Designing pipe SDP33 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 372.8562 cfs Flow From: Upstream Status: Fixed Slope: 0.0356 ft/ft Pipe Width: 54.0000 in Pipe Height: 54.0000 in Depth of Flow: 3.7115 ft Flow Status: Partial Critical Depth: 4.4510 ft Capacity: 370.7943 cfs Velocity: 26.5721 ft/s Froude Number: 2.3133 Flow Regime: SuperCritical Designing manhole MH24 Results: Total Flow: 372.8562 cfs Flow From: Upstream Status: Fixed Chamber Width: 4.5000 ft Chamber Length: 4.5000 ft Designing pipe SDP34 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 372.8562 cfs Flow From: Upstream Status: Fixed Slope: 0.0379 ft/ft Pipe Width: 54.0000 in Pipe Height: 54.0000 in Depth of Flow: 3.5848 ft Flow Status: Partial Critical Depth: 4.4510 ft Capacity: 383.0458 cfs Velocity: 27.4455 ft/s Froude Number: 2.4986 Flow Regime: SuperCritical Designing pipe STUB3 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 255.7000 cfs Flow From: Injected Storm Status: Fixed Slope: 0.0100 ft/ft Pipe Width: 60.0000 in Pipe Height: 60.0000 in Depth of Flow: 4.0181 ft Flow Status: Partial Critical Depth: 4.4580 ft Capacity: 260.4426 cfs Velocity: 15.1195 ft/s Froude Number: 1.2919 Flow Regime: SuperCritical Designing manhole MH25 Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Chamber Width: 10.0000 ft Chamber Length: 10.0000 ft Designing pipe SDP38 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Slope: 0.0310 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 4.2227 ft Flow Status: Partial Critical Depth: 5.8600 ft Capacity: 745.4877 cfs Velocity: 29.5577 ft/s Froude Number: 2.6451 Flow Regime: SuperCritical Designing manhole MH26 Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP40 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Slope: 0.0281 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 4.3893 ft Flow Status: Partial Critical Depth: 5.8600 ft Capacity: 710.0343 cfs Velocity: 28.3579 ft/s Froude Number: 2.4488 Flow Regime: SuperCritical Designing manhole MH27 Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP41 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Slope: 0.0282 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 4.3807 ft Flow Status: Partial Critical Depth: 5.8600 ft Capacity: 711.7461 cfs Velocity: 28.4165 ft/s Froude Number: 2.4585 Flow Regime: SuperCritical Designing manhole MH28 Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP42 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Slope: 0.0307 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 4.2360 ft Flow Status: Partial Critical Depth: 5.8600 ft Capacity: 742.4492 cfs Velocity: 29.4568 ft/s Froude Number: 2.6287 Flow Regime: SuperCritical Designing pipe SDP45 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Slope: 0.0044 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 6.0000 ft Flow Status: Full Critical Depth: 6.0000 ft Capacity: 282.4106 cfs Velocity: 22.2306 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH12 Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP44 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 628.5562 cfs Flow From: Upstream Status: Fixed Slope: 0.0368 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 3.9642 ft Flow Status: Partial Critical Depth: 5.8600 ft Capacity: 811.9830 cfs Velocity: 31.7105 ft/s Froude Number: 2.9931 Flow Regime: SuperCritical Designing pipe STUB4 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 108.9900 cfs Flow From: Injected Storm Status: Fixed Slope: 0.0097 ft/ft Pipe Width: 54.0000 in Pipe Height: 54.0000 in Depth of Flow: 2.4129 ft Flow Status: Partial Critical Depth: 3.0710 ft Capacity: 193.9457 cfs Velocity: 12.5492 ft/s Froude Number: 1.5905 Flow Regime: SuperCritical Designing manhole MH29 Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Chamber Width: 10.0000 ft Chamber Length: 10.0000 ft Designing pipe SDP39 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Slope: 0.0271 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 5.3226 ft Flow Status: Partial Critical Depth: 5.9250 ft Capacity: 696.6209 cfs Velocity: 27.8143 ft/s Froude Number: 1.8557 Flow Regime: SuperCritical Designing manhole MH41 Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP46 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Slope: 0.0317 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 4.8069 ft Flow Status: Partial Critical Depth: 5.9250 ft Capacity: 753.4764 cfs Velocity: 30.3739 ft/s Froude Number: 2.3783 Flow Regime: SuperCritical Designing manhole MH30 Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP47 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Slope: 0.0315 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 4.8182 ft Flow Status: Partial Critical Depth: 5.9250 ft Capacity: 751.7556 cfs Velocity: 30.3065 ft/s Froude Number: 2.3661 Flow Regime: SuperCritical Designing manhole MH31 Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP48 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Slope: 0.0307 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 4.8854 ft Flow Status: Partial Critical Depth: 5.9250 ft Capacity: 741.9854 cfs Velocity: 29.9165 ft/s Froude Number: 2.2948 Flow Regime: SuperCritical Designing manhole MH32 Results: Total Flow: 737.5462 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SURGE2A WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 608.1068 cfs Flow From: Upstream Status: Fixed Slope: -0.0003 ft/ft Pipe Width: 72.0000 in Pipe Height: 120.0000 in Depth of Flow: 10.0000 ft Flow Status: Full Critical Depth: 10.0000 ft Capacity: 180.6293 cfs Velocity: 10.1351 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH33 Results: Total Flow: 608.1068 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP114 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 0.0608 cfs Flow From: Upstream Status: Fixed Slope: 0.0080 ft/ft Pipe Width: 54.0000 in Pipe Height: 54.0000 in Depth of Flow: 0.0661 ft Flow Status: Partial Critical Depth: 0.0680 ft Capacity: 175.8883 cfs Velocity: 1.2679 ft/s Froude Number: 1.0632 Flow Regime: SuperCritical Designing pipe SURGE2B WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 608.0460 cfs Flow From: Upstream Status: Fixed Slope: -0.0010 ft/ft Pipe Width: 72.0000 in Pipe Height: 120.0000 in Depth of Flow: 10.0000 ft Flow Status: Full Critical Depth: 10.0000 ft Capacity: 329.7825 cfs Velocity: 10.1341 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SURGE2C WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 608.0460 cfs Flow From: Upstream Status: Fixed Slope: -0.0010 ft/ft Pipe Width: 72.0000 in Pipe Height: 120.0000 in Depth of Flow: 10.0000 ft Flow Status: Full Critical Depth: 10.0000 ft Capacity: 329.7825 cfs Velocity: 10.1341 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP17 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 153.7900 cfs Flow From: Injected Storm Status: Fixed Slope: 0.1182 ft/ft Pipe Width: 72.0000 in Pipe Height: 72.0000 in Depth of Flow: 1.3168 ft Flow Status: Partial Critical Depth: 3.3710 ft Capacity: 1455.9621 cfs Velocity: 33.4567 ft/s Froude Number: 6.1314 Flow Regime: SuperCritical Designing pipe SURGE2D WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 761.8360 cfs Flow From: Upstream Status: Fixed Slope: -0.0003 ft/ft Pipe Width: 72.0000 in Pipe Height: 120.0000 in Depth of Flow: 10.0000 ft Flow Status: Full Critical Depth: 10.0000 ft Capacity: 183.6135 cfs Velocity: 12.6973 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP50 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 119.0431 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP51 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0148 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.0924 ft Flow Status: Partial Critical Depth: 3.3060 ft Capacity: 122.5133 cfs Velocity: 14.3895 ft/s Froude Number: 1.2675 Flow Regime: SuperCritical Designing inlet IN8 No surface runoff to inlet No flow found upstream Designing pipe LAT8 No flow in structure Designing manhole MH34 Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP54 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0075 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 87.1646 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP55 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 119.0793 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP21 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 118.9083 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing pipe SDP58 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 119.0431 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH35 Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP59 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 119.0431 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH36 Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP60 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 119.0431 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH37 Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP62 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0140 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 119.0431 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical Designing manhole MH38 Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Chamber Width: 6.0000 ft Chamber Length: 6.0000 ft Designing pipe SDP64 WARNING: Full flow velocity is greater than maximum (0.0000) Results: Total Flow: 129.4394 cfs Flow From: Upstream Status: Fixed Slope: 0.0127 ft/ft Pipe Width: 42.0000 in Pipe Height: 42.0000 in Depth of Flow: 3.5000 ft Flow Status: Full Critical Depth: 3.5000 ft Capacity: 113.3738 cfs Velocity: 13.4537 ft/s Froude Number: 0.0000 Flow Regime: Subcritical HGL/EGL Computations: Table A: Struct_ID D Q L V d dc V^2/2g Sf Dn_Soffit EGLdn HGLdn Tot_Loss EGLup HGLup Rim_Elev. (in) (cfs) (ft) (ft/s) (ft) (ft) (ft) (ft/ft) (ft) (ft) (ft) (ft) (ft) (ft) (ft) Outfall - - - - - - - - - - - - - 5509.92 - (Alternate HGL and EGL Used) 5511.80 5509.92 SURGE1 144 1320.40 42.00 11.00 - - 1.88 0.0024 5509.92 5511.80 5509.92 0.10 5511.90 5510.02 - Outfall - - - - - - - - - - - - - 5292.22 - SDP114 54 0.06 23.00 1.27 0.07 0.07 0.02 - 5296.65 5292.24 5292.22 - 5292.40 5292.38 - Outfall - - - - - - - - - - - - - 5289.95 - (Alternate HGL and EGL Used) 5292.46 5289.95 SURGE2D 120 761.84 72.46 12.70 - - 2.51 0.0053 5289.95 5292.46 5289.95 0.39 5292.84 5290.34 - Junction - - - - - - - - - 5292.84 5290.34 0.00 5292.84 5290.34 - SURGE2C 120 608.05 11.21 10.13 - - 1.60 0.0034 5289.93 5292.84 5290.34 0.04 5292.88 5291.28 - Junction - - - - - - - - - 5292.88 5291.28 0.29 5293.17 5291.57 - SURGE2B 120 608.05 14.09 10.13 - - 1.60 0.0034 5289.92 5293.17 5291.57 0.05 5293.22 5291.62 - New Branch - - - - - - - - - - - - 5292.24 5292.22 - MH33 - - - - - - - - - 5292.24 5292.22 1.00 5293.24 5293.24 5299.00 SURGE2A 120 608.11 9.00 10.14 - - 1.60 0.0034 5289.69 5293.24 5293.24 0.03 5293.27 5291.68 - Outfall - - - - - - - - - - - - - 5251.71 - (Alternate HGL and EGL Used) 5254.52 5251.71 SDP64 42 129.44 221.16 13.45 - - 2.81 0.0166 5251.71 5254.52 5251.71 3.66 5258.18 5255.37 - MH38 - - - - - - - - - 5258.18 5255.37 1.89 5260.08 5257.26 5264.93 SDP62 42 129.44 141.97 13.45 - - 2.81 0.0166 5254.58 5260.08 5257.26 2.35 5262.43 5259.61 - MH37 - - - - - - - - - 5262.43 5259.61 2.58 5265.00 5262.19 5265.41 SDP60 42 129.44 317.98 13.45 - - 2.81 0.0166 5256.58 5265.00 5262.19 5.26 5270.27 5267.45 - MH36 - - - - - - - - - 5270.27 5267.45 0.57 5270.84 5268.03 5271.31 SDP59 42 129.44 492.05 13.45 - - 2.81 0.0166 5261.05 5270.84 5268.03 8.14 5278.98 5276.17 - MH35 - - - - - - - - - 5278.98 5276.17 0.48 5279.47 5276.65 5279.67 SDP58 42 129.44 8.00 13.45 - - 2.81 0.0166 5267.95 5279.47 5276.65 0.13 5279.60 5276.79 - Junction - - - - - - - - - 5279.60 5276.79 0.28 5279.88 5277.06 - SDP21 42 129.44 52.27 13.45 - - 2.81 0.0166 5268.02 5279.88 5277.06 0.87 5280.74 5277.93 - Junction - - - - - - - - - 5280.74 5277.93 0.28 5281.02 5278.21 - SDP55 42 129.44 262.01 13.45 - - 2.81 0.0166 5268.75 5281.02 5278.21 4.34 5285.36 5282.54 - Junction - - - - - - - - - 5285.36 5282.54 0.21 5285.57 5282.76 - SDP54 42 129.44 73.61 13.45 - - 2.81 0.0166 5272.42 5285.57 5282.76 1.22 5286.79 5283.97 - MH34 - - - - - - - - - 5286.79 5283.97 1.99 5288.78 5285.97 5286.73 SDP51 42 129.44 309.67 13.45 - - 2.81 0.0166 5273.05 5288.78 5285.97 5.13 5293.91 5291.09 - Junction - - - - - - - - - 5293.91 5291.09 0.00 5293.91 5291.10 - SDP50 42 129.44 402.55 13.45 - - 2.81 0.0166 5277.60 5293.91 5291.10 6.66 5300.57 5297.76 - New Branch - - - - - - - - - - - - 5293.27 5291.68 - MH32 - - - - - - - - - 5293.27 5291.68 1.00 5294.27 5294.27 5298.89 SDP48 72 737.55 359.32 29.92 - - 13.91 0.0303 5287.36 5294.27 5294.27 - 5297.09 5297.09 - MH31 - - - - - - - - - 5297.09 5297.09 - 5297.09 5297.09 5308.51 SDP47 72 737.55 450.23 30.31 4.82 5.92 14.27 - 5298.31 5311.40 5297.13 - 5325.39 5311.12 - MH30 - - - - - - - - - 5325.39 5311.12 - 5325.39 5311.12 5319.92 SDP46 72 737.55 294.27 30.37 4.81 5.92 14.34 - 5312.40 5325.54 5311.21 - 5334.66 5320.33 - MH41 - - - - - - - - - 5334.66 5320.33 - 5334.66 5320.33 5328.59 SDP39 72 737.55 201.74 27.81 5.32 5.92 12.02 - 5322.66 5334.01 5321.98 - 5339.25 5327.22 - MH29 - - - - - - - - - 5339.25 5327.22 - 5339.25 5327.22 5333.97 SDP44 72 628.56 109.82 22.23 - - 7.68 0.0220 5328.00 5339.25 5327.22 2.42 5341.66 5333.98 - MH12 - - - - - - - - - 5341.66 5333.98 0.46 5342.13 5334.45 5336.03 SDP45 72 628.56 65.97 22.23 - - 7.68 0.0220 5331.74 5342.13 5334.45 1.45 5343.58 5335.90 - Junction - - - - - - - - - 5343.58 5335.90 0.00 5343.58 5335.90 - SDP42 72 628.56 372.81 22.23 - - 7.68 0.0220 5332.02 5343.58 5335.90 8.21 5351.79 5344.11 - MH28 - - - - - - - - - 5351.79 5344.11 0.41 5352.21 5344.53 5349.29 SDP41 72 628.56 450.17 22.23 - - 7.68 0.0220 5343.46 5352.21 5344.53 9.92 5362.12 5354.44 - MH27 - - - - - - - - - 5362.12 5354.44 0.32 5362.44 5354.76 5362.70 (Alternate HGL and EGL Used) 5363.76 5356.08 SDP40 72 628.56 199.97 22.23 - - 7.68 0.0220 5356.15 5363.76 5356.08 4.40 5368.16 5360.48 - MH26 - - - - - - - - - 5368.16 5360.48 0.34 5368.50 5360.82 5367.00 (Alternate HGL and EGL Used) 5369.30 5361.62 SDP38 72 628.56 187.50 22.23 - - 7.68 0.0220 5361.69 5369.30 5361.62 4.13 5373.43 5365.75 - MH25 - - - - - - - - - 5373.43 5365.75 0.81 5374.24 5366.56 5374.58 SDP34 54 372.86 259.72 23.44 - - 8.54 0.0359 5366.12 5374.24 5366.56 9.34 5383.58 5375.04 - MH24 - - - - - - - - - 5383.58 5375.04 0.39 5383.97 5375.43 5384.09 (Alternate HGL and EGL Used) 5384.27 5375.73 SDP33 54 372.86 433.71 23.44 - - 8.54 0.0359 5375.75 5384.27 5375.73 15.59 5399.86 5391.32 - MH23 - - - - - - - - - 5399.86 5391.32 0.44 5400.30 5391.76 5399.69 SDP32 54 372.86 450.87 23.44 - - 8.54 0.0359 5391.09 5400.30 5391.76 16.21 5416.51 5407.97 - MH22 - - - - - - - - - 5416.51 5407.97 3.79 5420.30 5411.76 5416.16 STUB2 54 222.07 139.79 13.96 - - 3.03 0.0128 5408.81 5420.30 5411.76 1.78 5422.09 5419.06 - New Branch - - - - - - - - - - - - 5416.51 5407.97 - SDP28 42 150.79 269.34 15.67 - - 3.82 0.0225 5406.38 5416.51 5407.97 6.05 5422.56 5418.74 - MH21 - - - - - - - - - 5422.56 5418.74 0.47 5423.03 5419.21 5426.44 SDP27 42 150.79 450.29 22.03 - - 7.54 0.0225 5416.25 5423.03 5419.21 - 5434.96 5431.14 - MH20 - - - - - - - - - 5434.96 5431.14 - 5434.96 5431.14 5443.20 SDP26 42 150.79 450.29 21.96 2.35 3.39 7.49 - 5432.40 5438.74 5431.25 - 5454.66 5447.17 - MH19 - - - - - - - - - 5454.66 5447.17 - 5454.66 5447.17 5461.67 SDP25 42 150.79 336.30 21.93 2.35 3.39 7.47 - 5448.52 5454.85 5447.37 - 5466.65 5459.17 - MH18 - - - - - - - - - 5466.65 5459.17 - 5466.65 5459.17 5474.17 SDP24 42 150.79 450.15 19.02 2.69 3.39 5.62 - 5460.42 5465.23 5459.61 - 5476.58 5470.96 - MH17 - - - - - - - - - 5476.58 5470.96 - 5476.58 5470.96 5484.91 SDP20 36 87.28 188.99 12.35 - - 2.37 0.0171 5471.36 5476.58 5470.96 3.24 5479.82 5477.45 - MH16 - - - - - - - - - 5479.82 5477.45 0.37 5480.18 5477.81 5491.76 SDP19 36 87.28 310.36 12.35 - - 2.37 0.0171 5476.66 5480.18 5477.81 5.31 5485.50 5483.13 - MH15 - - - - - - - - - 5485.50 5483.13 0.31 5485.81 5483.44 5503.56 SDP31 36 87.28 189.70 12.35 - - 2.37 0.0171 5481.61 5485.81 5483.44 3.25 5489.06 5486.69 - MH46 - - - - - - - - - 5489.06 5486.69 0.57 5489.63 5487.26 5500.38 SDP18 36 87.28 260.35 12.35 - - 2.37 0.0171 5484.25 5489.63 5487.26 4.46 5494.09 5491.72 - MH14 - - - - - - - - - 5494.09 5491.72 0.47 5494.56 5492.19 5502.67 SDP23 36 87.28 89.69 12.35 - - 2.37 0.0171 5488.13 5494.56 5492.19 1.54 5496.09 5493.72 - Junction - - - - - - - - - 5496.09 5493.72 0.00 5496.09 5493.72 - SDP16 36 87.28 289.52 12.35 - - 2.37 0.0171 5489.35 5496.09 5493.72 4.96 5501.05 5498.68 - MH13 - - - - - - - - - 5501.05 5498.68 0.44 5501.50 5499.13 5511.44 SDP15 36 87.28 450.05 12.35 - - 2.37 0.0171 5493.76 5501.50 5499.13 7.71 5509.20 5506.83 - New Branch - - - - - - - - - - - - 5511.90 5509.92 - CBC1 - - - - - - - - - 5511.90 5509.92 0.50 5512.40 5512.40 5519.31 SDP14 90 1407.68 428.37 39.80 - - 24.61 0.0336 5507.38 5512.40 5512.40 - 5522.60 5522.60 - MH11 - - - - - - - - - 5522.60 5522.60 - 5522.60 5522.60 5533.45 SDP13 90 1407.68 450.47 41.74 5.35 7.43 27.07 - 5524.75 5549.67 5522.60 - 5569.86 5542.79 - MH10 - - - - - - - - - 5569.86 5542.79 - 5569.86 5542.79 5552.64 SDP12 90 1407.68 450.44 41.20 5.42 7.43 26.37 - 5545.04 5569.33 5542.96 - 5588.91 5562.54 - MH9 - - - - - - - - - 5588.91 5562.54 - 5588.91 5562.54 5573.64 SDP10 90 1407.68 304.05 41.42 5.39 7.43 26.67 - 5564.70 5589.26 5562.59 - 5602.54 5575.87 - MH8 - - - - - - - - - 5602.54 5575.87 - 5602.54 5575.87 5586.68 SDP22 90 1407.68 360.19 42.23 5.29 7.43 27.71 - 5578.07 5603.57 5575.86 - 5620.27 5592.56 - Junction - - - 42.26 - - 27.76 - - - - - 5620.32 5592.56 - SDP9 90 1407.68 8.01 42.26 5.29 7.43 27.76 - 5594.77 5620.32 5592.56 - 5620.52 5592.76 - MH7 - - - - - - - - - 5620.52 5592.76 1.13 5621.64 5593.89 5604.05 (Alternate HGL and EGL Used) 5610.91 5595.13 SDP8 90 1407.68 470.32 31.86 - - 15.78 0.0336 5595.13 5610.91 5595.13 15.81 5626.71 5610.94 - MH6 - - - - - - - - - 5626.71 5610.94 1.04 5627.76 5611.98 5624.51 SDP5 90 1407.68 11.76 31.86 - - 15.78 0.0336 5606.63 5627.76 5611.98 0.40 5628.15 5612.37 - Junction - - - - - - - - - 5628.15 5612.37 0.00 5628.15 5612.37 - SDP7a 90 1407.68 189.46 31.86 - - 15.78 0.0336 5606.82 5628.15 5612.37 6.37 5634.52 5618.74 - MH5A - - - - - - - - - 5634.52 5618.74 1.05 5635.57 5619.79 5632.71 SDP7 90 1407.68 185.45 49.62 - - 38.26 0.0336 5619.30 5635.57 5619.79 - 5644.47 5628.69 - MH5 - - - - - - - - - 5644.47 5628.69 - 5644.47 5628.69 5641.33 SDP72 90 1407.68 8.00 41.88 5.33 7.43 27.26 - 5631.68 5656.77 5629.51 - 5656.97 5629.71 - Junction - - - 41.87 - - 27.25 - - - - - 5656.96 5629.71 - SDP6 90 1407.68 352.67 41.87 5.34 7.43 27.25 - 5631.88 5656.96 5629.71 - 5672.98 5645.74 - MH4 - - - - - - - - - 5672.98 5645.74 - 5672.98 5645.74 5657.35 SDP111 90 1407.68 296.08 39.15 5.69 7.43 23.82 - 5647.99 5670.00 5646.18 - 5681.50 5657.68 - Junction - - - 39.15 - - 23.82 - - - - - 5681.51 5657.68 - SDP71 90 1407.68 8.01 39.15 5.69 7.43 23.82 - 5659.49 5681.51 5657.68 - 5681.67 5657.85 - MH3 - - - - - - - - - 5681.67 5657.85 - 5681.67 5657.85 5670.66 SDP4 90 1407.68 450.25 36.35 6.14 7.43 20.53 - 5659.71 5678.88 5658.35 - 5693.77 5673.24 - MH2 - - - - - - - - - 5693.77 5673.24 - 5693.77 5673.24 5687.52 SDP11 90 1407.68 8.01 37.96 5.87 7.43 22.39 - 5674.73 5695.49 5673.10 - 5695.65 5673.25 - Junction - - - 37.97 - - 22.40 - - - - - 5695.66 5673.25 - SDP3 90 1407.68 201.49 37.97 5.87 7.43 22.40 - 5674.89 5695.66 5673.25 - 5703.07 5680.67 - Junction - - - 33.70 - - 17.65 - - - - - 5698.34 5680.69 - SDP2 90 1254.87 176.32 33.70 5.89 7.40 17.65 - 5682.30 5698.34 5680.69 - 5703.34 5685.69 - MH1 - - - - - - - - - 5703.34 5685.69 - 5703.34 5685.69 5693.82 SDP1 90 1254.87 90.06 40.51 4.96 7.40 25.50 - 5687.38 5710.33 5684.84 - 5714.17 5688.68 - New Branch - - - - - - - - - - - - 5292.84 5290.34 - SDP17 72 153.79 92.64 33.46 - - 17.40 0.0013 5287.60 5292.84 5290.34 - 5296.29 5293.79 - New Branch - - - - - - - - - - - - 5334.66 5322.64 - MH29 - - - - - - - - - 5334.66 5322.64 - 5334.66 5322.64 5333.97 STUB4 54 108.99 92.39 12.55 2.41 3.07 2.45 - 5329.45 5329.81 5327.36 - 5330.66 5328.21 - New Branch - - - - - - - - - - - - 5373.43 5361.62 - MH25 - - - - - - - - - 5373.43 5361.62 1.65 5375.08 5367.40 5374.58 STUB3 60 255.70 112.93 13.02 - - 2.64 0.0096 5367.50 5375.08 5367.40 1.09 5376.17 5373.54 - New Branch - - - - - - - - - - - - 5466.65 5461.02 - MH17 - - - - - - - - - 5466.65 5461.02 - 5466.65 5461.02 5484.91 STUB1 36 63.51 153.90 12.77 1.99 2.56 2.53 - 5472.91 5474.43 5471.90 - 5476.68 5474.15 - New Branch - - - - - - - - - - - - 5682.86 5678.86 - STUB5 54 152.81 20.00 9.61 - - 1.43 0.0060 5679.30 5682.86 5678.86 0.12 5682.98 5681.54 - Table B: LOSSES _ _ _ _ _ _ _ -|LOSS_COEFFICENTS Str_ID Hf Hb Hstr Hc He Hj Total | Dstr Ko CD Cd Cq Cp Cb K Outfall - - - - - - - | - - - - - - - - SURGE1 0.10 - - - - - 0.10 | - - - - - - - - Outfall - - - - - - - | - - - - - - - - SDP114 - - - - - - SuperCrt | - - - - - - - - Outfall - - - - - - - | - - - - - - - - SURGE2D 0.39 - - - - - 0.39 | - - - - - - - - Junction - 0.00 - - - Neg 0.00 | - - - - - - - - SURGE2C 0.04 - - - - - 0.04 | - - - - - - - - Junction - 0.29 - - - - 0.29 | - - - - - - - - SURGE2B 0.05 - - - - - 0.05 | - - - - - - - - New Branch - - - - - - - | - - - - - - - - MH33 - - - - - - User | - - - - - - - - SURGE2A 0.03 - - - - - 0.03 | - - - - - - - - Outfall - - - - - - - | - - - - - - - - SDP64 3.66 - - - - - 3.66 | - - - - - - - - MH38 - - 1.89 - - - 1.89 | 4.39 1.175 1.000 0.573 1.000 1.000 1.000 0.673 SDP62 2.35 - - - - - 2.35 | - - - - - - - - MH37 - - 2.58 - - - 2.58 | 6.63 1.248 1.000 0.734 1.000 1.000 1.000 0.916 SDP60 5.26 - - - - - 5.26 | - - - - - - - - MH36 - - 0.57 - - - 0.57 | 10.00 0.217 1.000 0.939 1.000 1.000 1.000 0.204 SDP59 8.14 - - - - - 8.14 | - - - - - - - - MH35 - - 0.48 - - - 0.48 | 11.82 0.171 1.000 1.000 1.000 1.000 1.000 0.171 SDP58 0.13 - - - - - 0.13 | - - - - - - - - Junction - 0.28 - - - - 0.28 | - - - - - - - - SDP21 0.87 - - - - - 0.87 | - - - - - - - - Junction - 0.28 - - - - 0.28 | - - - - - - - - SDP55 4.34 - - - - - 4.34 | - - - - - - - - Junction - 0.21 - - - - 0.21 | - - - - - - - - SDP54 1.22 - - - - - 1.22 | - - - - - - - - MH34 - - 1.99 - - - 1.99 | 14.52 0.709 1.000 1.000 1.000 1.000 1.000 0.709 SDP51 5.13 - - - - - 5.13 | - - - - - - - - Junction - 0.00 - - - - 0.00 | - - - - - - - - SDP50 6.66 - - - - - 6.66 | - - - - - - - - New Branch - - - - - - - | - - - - - - - - MH32 - - - - - - User | - - - - - - - - SDP48 10.90 - - - - - 10.90 | - - - - - - - - MH31 - - - - - - - | - - - - - - - - SDP47 - - - - - - SuperCrt | - - - - - - - - MH30 - - - - - - - | - - - - - - - - SDP46 - - - - - - SuperCrt | - - - - - - - - MH41 - - - - - - - | - - - - - - - - SDP39 - - - - - - SuperCrt | - - - - - - - - MH29 - - - - - - - | - - - - - - - - SDP44 2.42 - - - - - 2.42 | - - - - - - - - MH12 - - 0.46 - - - 0.46 | 8.24 0.100 1.000 0.605 1.000 1.000 1.000 0.061 SDP45 1.45 - - - - - 1.45 | - - - - - - - - Junction - 0.00 - - - - 0.00 | - - - - - - - - SDP42 8.21 - - - - - 8.21 | - - - - - - - - MH28 - - 0.41 - - - 0.41 | 6.73 0.100 1.000 0.536 1.000 1.000 1.000 0.054 SDP41 9.92 - - - - - 9.92 | - - - - - - - - MH27 - - 0.32 - - - 0.32 | 4.44 0.100 1.000 0.417 1.000 1.000 1.000 0.042 SDP40 4.40 - - - - - 4.40 | - - - - - - - - MH26 - - 0.34 - - - 0.34 | 4.88 0.100 1.000 0.442 1.000 1.000 1.000 0.044 SDP38 4.13 - - - - - 4.13 | - - - - - - - - MH25 - - 0.81 - - - 0.81 | 4.50 0.167 1.000 0.421 1.509 1.000 1.000 0.106 SDP34 9.34 - - - - - 9.34 | - - - - - - - - MH24 - - 0.39 - - - 0.39 | 3.85 0.100 1.000 0.455 1.000 1.000 1.000 0.046 SDP33 15.59 - - - - - 15.59 | - - - - - - - - MH23 - - 0.44 - - - 0.44 | 4.82 0.100 1.000 0.521 1.000 1.000 1.000 0.052 SDP32 16.21 - - - - - 16.21 | - - - - - - - - MH22 - - 3.79 - - - 3.79 | 5.31 1.439 1.000 0.552 0.559 1.000 1.000 0.444 STUB2 1.78 - - - - - 1.78 | - - - - - - - - New Branch - - - - - - - | - - - - - - - - SDP28 6.05 - - - - - 6.05 | - - - - - - - - MH21 - - 0.47 - - - 0.47 | 6.34 0.171 1.000 0.714 1.000 1.000 1.000 0.122 SDP27 10.11 - - - - - 10.11 | - - - - - - - - MH20 - - - - - - - | - - - - - - - - SDP26 - - - - - - SuperCrt | - - - - - - - - MH19 - - - - - - - | - - - - - - - - SDP25 - - - - - - SuperCrt | - - - - - - - - MH18 - - - - - - - | - - - - - - - - SDP24 - - - - - - SuperCrt | - - - - - - - - MH17 - - - - - - - | - - - - - - - - SDP20 3.24 - - - - - 3.24 | - - - - - - - - MH16 - - 0.37 - - - 0.37 | 3.97 0.200 1.000 0.591 1.000 1.309 1.000 0.155 SDP19 5.31 - - - - - 5.31 | - - - - - - - - MH15 - - 0.31 - - - 0.31 | 4.82 0.200 1.000 0.664 1.000 1.000 1.000 0.133 SDP31 3.25 - - - - - 3.25 | - - - - - - - - MH46 - - 0.57 - - - 0.57 | 5.52 0.200 1.000 0.721 1.000 1.660 1.000 0.239 SDP18 4.46 - - - - - 4.46 | - - - - - - - - MH14 - - 0.47 - - - 0.47 | 6.68 0.200 1.000 0.808 1.000 1.233 1.000 0.199 SDP23 1.54 - - - - - 1.54 | - - - - - - - - Junction - 0.00 - - - - 0.00 | - - - - - - - - SDP16 4.96 - - - - - 4.96 | - - - - - - - - MH13 - - 0.44 - - - 0.44 | 8.57 0.200 1.000 0.939 1.000 1.000 1.000 0.188 SDP15 7.71 - - - - - 7.71 | - - - - - - - - New Branch - - - - - - - | - - - - - - - - CBC1 - - - - - - User | - - - - - - - - SDP14 14.40 - - - - - 14.40 | - - - - - - - - MH11 - - - - - - - | - - - - - - - - SDP13 - - - - - - SuperCrt | - - - - - - - - MH10 - - - - - - - | - - - - - - - - SDP12 - - - - - - SuperCrt | - - - - - - - - MH9 - - - - - - - | - - - - - - - - SDP10 - - - - - - SuperCrt | - - - - - - - - MH8 - - - - - - - | - - - - - - - - SDP22 - - - - - - SuperCrt | - - - - - - - - Junction - - - - - - - | - - - - - - - - SDP9 - - - - - - SuperCrt | - - - - - - - - MH7 - - 1.13 - - - 1.13 | 5.29 0.100 1.000 0.406 1.000 1.000 1.000 0.041 SDP8 15.81 - - - - - 15.81 | - - - - - - - - MH6 - - 1.04 - - - 1.04 | 11.93 0.100 1.000 0.660 1.000 1.000 1.000 0.066 SDP5 0.40 - - - - - 0.40 | - - - - - - - - Junction - 0.00 - - - - 0.00 | - - - - - - - - SDP7a 6.37 - - - - - 6.37 | - - - - - - - - MH5A - - 1.05 - - - 1.05 | 6.94 0.140 1.000 0.477 1.000 1.000 1.000 0.067 SDP7 6.23 - - - - - 6.23 | - - - - - - - - MH5 - - - - - - - | - - - - - - - - SDP72 - - - - - - SuperCrt | - - - - - - - - Junction - - - - - - - | - - - - - - - - SDP6 - - - - - - SuperCrt | - - - - - - - - MH4 - - - - - - - | - - - - - - - - SDP111 - - - - - - SuperCrt | - - - - - - - - Junction - - - - - - - | - - - - - - - - SDP71 - - - - - - SuperCrt | - - - - - - - - MH3 - - - - - - - | - - - - - - - - SDP4 - - - - - - SuperCrt | - - - - - - - - MH2 - - - - - - - | - - - - - - - - SDP11 - - - - - - SuperCrt | - - - - - - - - Junction - - - - - - - | - - - - - - - - SDP3 - - - - - - SuperCrt | - - - - - - - - Junction - - - - - - - | - - - - - - - - SDP2 - - - - - - SuperCrt | - - - - - - - - MH1 - - - - - - - | - - - - - - - - SDP1 - - - - - - SuperCrt | - - - - - - - - New Branch - - - - - - - | - - - - - - - - SDP17 0.12 - - - - - 0.12 | - - - - - - - - New Branch - - - - - - - | - - - - - - - - MH29 - - - - - - - | - - - - - - - - STUB4 - - - - - - SuperCrt | - - - - - - - - New Branch - - - - - - - | - - - - - - - - MH25 - - 1.65 - - - 1.65 | 4.50 1.493 1.000 0.421 0.342 1.000 1.000 0.215 STUB3 1.09 - - - - - 1.09 | - - - - - - - - New Branch - - - - - - - | - - - - - - - - MH17 - - - - - - - | - - - - - - - - STUB1 - - - - - - SuperCrt | - - - - - - - - New Branch - - - - - - - | - - - - - - - - STUB5 0.12 - - - - - 0.12 | - - - - - - - -