FLOOD11632 (2) - Laserfiche WebLink

costilla.rep BR Open Area sq ft) BR open Vel ( t/5) 143.50 3.28 Frctn Loss (ft) C& E Loss (ft) 0.07 0.00 0.00 0.00 coef of Q shear Total (lb/sq ft) 0.35 0.38 Br Sel Method Energy only Power Total (lb/ft s) 1.10 1.25 BRIDGE OUTPUT PrOfile #25-vear E.G. U5. ft 8013.64 Element Inside BR US inside BR DS W.S. us. ft 8013.46 E.G. Elev (ft) 8013.64 8013.56 Q Total (cfs) 295.00 W.S. Elev (ft) 8013.46 8013.36 Q Bridge (cfs) 295.00 Crit W.S. (ft) 8012.31 8012.31 Q weir (cfs) Max Chl Dpth ft) 2.46 2.36 Weir Sta ~ft (ft) vel Total (ftss) 3.43 3.58 Weir Sta Rgt (ft) Flow Area (sq ft) 85.92 82.47 Weir Submerg Froude # Chl 0.39 0.41 Weir Max Depth (ft) specif Force (cu ft;) 136.93 129.94 Min E1 Weir Flow (ft) 8011.01 Hydr ~epth (ft) 2.46 2.36 Min El Prs (ft) 8015.10 w.P. Total (ft) 37.45 37.36 Delta EG (ft) 0.08 Conv. Tota1 (cfs) 5552.2 5194.6 Delta WS (ft) 0.10 Top Width (ft) 35.00 35.00 BR open Area (s ft) 143.50 Frctn Loss (ft) 0.08 0.00 BR Open Vel (ft95) 3.58 C& E Loss (ft) 0.00 0.00 Coef of Q Shear Total (lb/sq ~t) 0.40 0.44 Br Sel ~ethod Energy only Power Total (lb/ft ~>) 1.39 1.59 BRIDGE OUTPUT Profile #50-Year E.G. U5. (ft) 8014.19 Element inside BR US Inside BR DS w.5. U5. (ft) 8013.90 E.G. Elev (ft) 8014.19 8014.07 Q Total (cfs) 435.00 w.s. Elev (ft) 8013.90 8013.75 q Bridge (cfs) 434.95 Crit W.S. (ft) 8012.69 8012.69 Q weir (cfs) Max Chl Dpth (ft) 2.90 2.75 weir sta Lft (ft) vel Total (ft/s) 4.27 4.52 weir Sta Rgt (ft) Flow Area (sq ft) 101.98 96.14 weir Submerg Froude # Chl 0.44 0.48 Weir Max Depth (ft) Specif Force (cu ft;l 205.42 193.18 Min E1 Weir Flow (ft) 8011.01 Hydr Depth (ft) 2.21 2.75 Min E1 Prs (ft) 8015.10 W.P. Total (ft) 54.94 37.75 Delta EG (ft) 0.12 Conv. Total (cfs) 6628.7 6661.3 Delta WS (ft) 0.16 Top Width (ft) 46.17 35.00 BR Open Area (s ft) 143.50 Frctn Loss (ft) 0.11 0.00 BR Open vel (ft9s) 4.52 C& E Loss (ft) 0.01 0.00 Coef of Q shear Total (lb/sq ft) 0.50 0.68 Br Sel Methocl Energy only Power Total (lb/ft s) 2.13 3.07 BRIDGE OUTPUT Profile #100-Year E.G. US. (ft) 8014.51 Element Inside BR US Inside BR DS W.S. U5. (ft) 8014.18 E.G. Elev (ft) 8014.51 8014.36 Q Total (cfs) 522.00 W.S. Elev (ft) 8014.18 8013.97 Q Bridge (cfs) 516.52 Crit w.s. (ft) 8012.92 8012.92 Q weir (cfs) Max Chl Dpth (ft) 3.18 2.97 ~ ~ T / t weir Sta Rgt ft F1ow Area ~sq f ) 122.32 105.18 weir submerg Froude # Chl 0.42 0.51 weir Max Depth (ft) specif Force (cu ft;i 252.85 235.38 Min E1 Weir Flow (ft) 8011.01 Hydr Depth ft) 1.23 1.81 Min E1 Prs (ft) 8015.10 W.P. Total ~ft) 109.67 67.02 Delta EG (ft) 0.16 Conv. Total (cfs) 7714.6 6850.0 Delta WS (ft) 0.22 Top width (ft) 99.79 58.00 BR Open Area sq ft) BR o en Vel ( t ) 143.50 4 98 Frctn Loss (ft) C& f 0.14 0.00 p /s Coef of Q . E Loss ( t) shear Total (lb/sq ft) 0.02 0.32 0.00 0.57 Br Sel Method Energy only Power Total (lb/ft s;) 1.36 2.82 BRIDGE OUTPUT Profile #200-Year E.G. U5. (ft 8014.80 Element Inside BR US Inside BR DS w.s. U5. (ft 8014.44 E.G. Elev (ft) 8014.80 8014.61 Q Total (cfs) 615.00 W.S. Elev (ft) 8014.45 8014.14 Q Bridge (cfs) 589.50 Crit W.S. (ft) 8013.15 8013.15 Q weir (cfs) Max Chl Dpth (ft) 3.44 3.14 weir sta Lft (ft) vel Total (ft/s) 3.97 5.22 weir Sta Rgt (ft) Flow Area (sq ft) 155.02 117.77 Weir 5ubmerg Froude # Chl 0.38 0.52 Page 6