FLOOD11632 (2) - Laserfiche WebLink

costilla.rep weir ~ax Depth (ft) Specif Force (cu ft;) 303.92 278.24 Min E1 Weir Flow (ft) 8011.01 Hydr Depth (ft) 1.03 1.30 Min E1 Prs (ft) 8015.10 W.P. Total (ft) 161.05 100.28 Delta EG (ft) 0.19 Conv. Total (cfs) 9012.6 7510.5 Delta WS (ft) 0.31 Top Width (ft) 150.11 90.58 BR open Area (s ft) 143.50 Frctn Loss (ft) 0.15 0.00 BR open vel (ft 9s) 5.37 C& E Loss (ft) 0.04 0.00 ~oef of Q shear Total (lb/sq ft) 0.28 0.49 Br Sel Method Energy only Power Total (lb/ft ~s) 1.11 2.57 BRIDGE OUTPUT Profile #500-Year E.G. U5. (ft) 8015.17 Element Inside BR US Inside BR DS W.S. U5. (ft) 8014.84 E.G. Elev (ft) 8015.16 8014.94 Q Total (cfs) 755.00 W.S. Elev (ft) 8014.85 8014.35 Q Bridge (cfs) 662.65 Crit W.S. (ft) 8013.45 8013.45 Q weir (cfs) Max Chl Dpth (ft) 3.85 3.35 weir Sta Lft (ft) Vel Total (ft/s) 3.27 5.33 Weir 5ta Rgt (ft) Flow Area (sq ft) 231.20 141.60 Weir Submerg Froude # Chl 0.29 0.51 Weir Max Depth (ft) Specif Force (cu ft;) 392.44 342.98 Min E1 weir Flow (ft) 8011.01 Hydr Depth (ft) 0.98 1.07 Min E1 Prs (ft) 8015.10 w.P. Total (ft) 248.59 142.36 Delta EG (ft) 0.23 Conv. Total (cfs) 11745.8 8501.3 Delta ws (ft) 0.50 Top width (ft) 236.06 131.80 BR Open Area (s ft) 143.50 Frctn Loss (ft) 0.15 0.00 BR open vel (ft9s) 5.65 C& E Loss (ft) 0.08 0.00 Coef of Q shear Total (16/sq ~t) 0.24 0.49 Br sel Method Energy only vower Total (lb/ft ~>) 0.78 2.61 BRIDGE OUTPUT Profile #PF 9 E.G. US. (ft) 8016.26 Element inside BR US inside BR DS w.s. us. (ft 8016.11 E.G. Elev ft 8016.23 8016.10 Q Total (cfs 1510.00 W.S. Elev ~ft~ 8016.14 8015.99 Q eridge (cfs) 482.89 Crit W.S. (ft) 8015.25 8015.25 Q Weir (cfs) Max Chl Dpth (ft) 5.14 4.99 Weir Sta Lgt (ft) vel Total (f /s) 2.16 2.39 Weir Sta R t(ft) q ) Flow Area (s ft 698.69 631.67 weir submerg Froude # Chl 0.17 0.19 Weir Max Depth (ft) specif Force (cu ft;l 967.70 882.36 Min E1 weir Flow (ft) 8011.01 Hydr Depth (ft) 1.53 1.43 Min E1 Prs (ft) 8015.10 W.P. Total (ft) 548.80 532.26 Delta EG (ft) 0.31 Conv. Total (cfs) 24353.9 21423.4 Delta ws (ft) 0.78 Top Width (ft) 458.02 441.93 BR open area sq ft) BR o en Vel ( t ) 143.50 3 37 Frctn Loss (ft) & f 0.12 0.00 p /s Coef of Q . C E Loss ( t) shear Total (lb/sq ft) 0.01 0.31 0.16 0.37 Br Sel Method Energy only Power Total (lb/ft s) 0.66 0.88 warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. CROSS SECTION RIVER: Rio Seco REACH: 1 RS: 400.5 INPUT ~escription: Station Elevation Data Rum= 10 Sta Elev 5ta Elev Sta Elev Sta E:lev Sta Elev 08017.586248.29628016.398501.49258016.602627.86148016.742627.8614 8011 662.8614 8011662.86148016.742786.69648015.5961017.4448014.7221185.8858013.846 Manning's n values num= 3 Sta n val sta n Val Sta n val 0 .055627.8614 .04662.8614 .055 Bank sta: ~eft Right ~engths: ~eft Channel Right c:oeff contr. Expan. 627.8614662.8614 475.5 300.5 178.5 .3 .5 CROSS SECTION Page 7