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CURRENT DATE: 04-08-1999 CURRENT TIME: 16:07:23 (;:> '1 I"'-l--Vn.J..-~~ 7/(0 1 FILE DATE: 04-08-1999 FILE NAME: G3RCBI25 - FHWA CULVERT ANALYSIS HY-8. VERSION 6.0 C U L V NO. 1 2 3 4 5 6 SITE DATA CULVERT SHAPE, MATERIAL, INLET -------------------------- ----------------------------------------------- INLET OUTLET CULVERT BARRELS ELEV. ELEV. LENGTH SHAPE SPAN RISE MANNING INLET (ft) (ft) (ft) MATERIAL (ft) (ft) n TYPE 48.50 46.50 200.01 1 RCB 14.00 6.00 .012 CONVENTIONAL 48.50 46.50 200.01 2 RCB 11.00 6.00 .012 CONVENTIONAL SUMMARY OF CULVERT FLOWS (efs) FILE: G3RCBI25 DATE: 04-08-1999 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 48.50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0 50.47 300.0 117.4 184.9 0.0 0.0 0.0 0.0 0.00 3 51.63 600.0 233.6 366.2 0.0 0.0 0.0 0.0 0.00 4 52.62 900.0 349.9 550.0 0.0 0.0 0.0 0.0 0.00 2 52.93 1000.0 388.8 611.1 0.0 0.0 0.0 0.0 0.00 3 54.37 1500.0 584.4 917.6 0.0 0.0 0.0 0.0 0.00 3 55.25 1800.0 700.6 1100.9 0.-0 0.0 0.0 0.0 0.00 2 e 56.21 2100.0 817.2 1283.5 0.0 0.0 0.0 0.0 0.00 2 57.25 2400.0 930.5 1462.1 0.0 0.0 0.0 0.0 0.00 4 57.81 2700.0 986.3 1550.5 0.0 0.0 0.0 0.0 154.52 4 58.07 3000.0 1011.0 1589.1 0.0 0.0 0.0 0.0 386.50 3 57.50 2459.0 956.3 1502.6 0.0 0.0 0.0 0.0 OVERTOPPING SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: G3RCBI25 DATE: 04-08-1999 HEAD HEAD TOTAL FLOW % FLOW ELEV (ft) ERROR (ft) FLOW (efs) ERROR (efs) ERROR 48.50 0.000 0.00 0.00 0.00 50.47 0.007 300.00 -2.21 -0.74 51. 63 -0.001 600.00 0.20 0.03 52.62 0.000 900.00 0.07 0.01 52.93 0.000 1000.00 0.03 0.00 54.37 0.006 1500.00 -1. 96 -0.13 55.25 0.004 1800.00 -1.51 -0.08 56.21 0.002 2100.00 -0.70 -0.03 57.25 -0.009 2400.00 7.40 0.31 57.81 -0.007 2700.00 8.63 0.32 58.07 -0.009 3000.00 13 .50 0.45 <1> TOLERANCE (ft) 0.010 <2> TOLERANCE (%) - 1. 000 e