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File: C:\HYB\CCV90PCT.LST 3/27/2002, 10:28:90AM CURRENT DATE: 03-27-2002 FILE DATE: 03-27-2002 CURRENT TZME: 10:28:90 FILE NAME: CCV90PCT FHWA CULVERT ANALYSIS HY-8, VERSION 6.1 I C SITE DATA CULVERT SHAPE, MATERIAL, INLET I I U I__________________________I_________________________________._____________I I L I INLET OUTLET CULVERT I BARRELS I I V ELEV. ELEV. LENGTH SHAPE SPAN RISE MANNING INLET I INO. (ft) (ft) (ft) I MATERIAL (fC) (ftJ n TYPE 1 19697.97 9687.98 69.63 I 1 CSP 3.00 3.00 .024 CONVENTIONALI 1 2 1 I I 1 3 1 I I 1 4 1 I I 15 1 I I 1 6 1 I I SUMMARY OF CULVERT FLOWS (Cfs) FILE: CCV90PCT DATE: 03-27-2002 ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 9697 .97 0.0 0. 0 0. 0 0 .0 0 .0 0 .0 0 .0 0.00 1 9698 .32 6.1 6. 1 0. 0 0 .0 0 .0 0 .0 0 .0 0.00 1 9698 .79 12.2 12. 2 0. 0 0 .0 0 .0 0 .0 D. 0 0.00 1 9699 .20 18.3 18. 3 0. 0 0 .0 0 .0 0 .0 0 .0 0.00 1 9699 .57 29.9 29. 4 0. 0 0 .0 D .0 0 .0 0. 0 0.00 1 9699 .93 30.5 30. 5 0. 0 0 .0 0 .0 0 .0 0. 0 0.00 1 9700 .21 35,0 35. 0 0. 0 0 .0 D .0 0 .0 0. 0 0.00 1 9700 .70 42.7 92. 7 0. 0 0. 0 0 .0 0 .0 0. 0 0.00 1 9701 .13 98.8 98. 8 0. 0 0. 0 0. 0 0. 0 0. 0 0.00 1 9701 .61 59.9 59. 9 0. 0 0. 0 0. 0 0. 0 0. 0 0.00 1 9702 .00 61.0 59. 3 0. 0 0. 0 0. 0 0. 0 0. 0 1.14 23 9701 .97 59.0 59. 0 0. 0 0. 0 0. 0 0. 0 0. 0 OVERTOPPING SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: CCV40PCT DATE: 03-27-2002 HEAD HEAD TOTAL FLOW $ FLOW ELEV (ft) ERROR (ft) FLOW (Cfs) EAROR (Cfs) ERROR 9697. 47 0.000 0.00 0.00 0.00 9696. 32 0.000 6.10 0.00 0,00 9698. 79 0.000 12.20 0.00 0.00 9699. 20 0.000 18.30 0.00 0.00 9699. 57 0.000 29.90 0.00 0.00 9699. 93 0.000 30.50 0.00 0.00 9700. 21 0.000 35.00 0.00 0.00 9700. 70 0.000 92.70 0.00 0.00 9701. 13 0.000 48.80 0.00 0.00 9701. 61 0.000 59.90 0.00 0.00 9702. 00 -0.004 61.00 0.59 0.97 <1> TOLERANCE (f t) = 0.010 <2> TOLERANCE l$) = 1.000 Page: 1