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CURRENT CURJ<.ENT DATE: TIME: 11-29-1999 11:38:15 2/5 1 FILE FILE DATE: NAME: 06-02-1999 GSH52 , ._ .....................................11............................................................................................................... . ...................................................1111111............................................................................................ : ;:::::::::::::::::::::::::::::::::::::::::........................................................::::::::::I::::::::::::::::::::::::::::::::::::::::: :.. ..:::::::::::::::::::::::::::::::::::::::::: FHWA CULVERT ANALYSIS :::::::::::::::::::::::::::::::::::::::::::::::::::: . ......i............................................. .................................................... :::::::::::::::::::::::::::::::::::::::::::::::::::: HY - 8 1 VERSION 6. 0 :::::::::::::::::::::::::::::::::::::::::::::::::::: ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ C U L V NO. 1 2 3 4 5 6 . ....... ..................................................... ............................................................................................... ................................................................................................................................................................ ................................................................................................................................................................ SITE INLET ELEV. (ft) 4960.13 OUTLET ELEV. (ft) 4960.00 DATA CULVERT LENGTH (ft) 92.00 CULVERT SHAPE, MATERIAL, INLET BARRELS SHAPE MATERIAL 1 RCB SPAN (ft) 11.00 RISE (ft) 10.00 MANNING n .012 INLET TYPE CONVENTIONAL ................................................................................................................................................................ ................................................................................................................................................................ SUMMARY"OF"CULVERT"FLOWS"'('c;'f~Y"""""""""F'iLE.;..GSHS2..........................DATE.;...O.6.~02.~.i'g'g'g" ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR 4960.13 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.00 1 4964.85 300 0 300 0 0.0 0.0 0 0 0.0 0.0 0.00 1 4966.53 500 0 500 0 0.0 0.0 0 0 0.0 0.0 0.00 1 4969.59 900 0 900 0 0.0 0.0 0 0 0.0 0.0 0.00 1 4971.63 1200 0 1200 0 0 0 0.0 0 0 0.0 0 0 0 00 1 4974.07 1500 0 1500.0 0 0 0.0 0 0 0.0 0 0 0.00 1 e 76.80 1800 0 1800.0 0 0 0.0 0 0 0.0 0 0 0.00 1 9.06 2100 0 2021.1 0 0 0.0 0 0 0.0 0 0 62.69 16 _ ,9.17 2400 0 2032.2 0 0 0.0 0 0 0.0 0 0 345.69 5 4979.26 2700 0 2040.2 0 0 0 0 0 0 0.0 0 0 636.14 4 4979.34 3000.0 2047.2 0 0 0.0 0.0 0.0 0 0 937.66 4 4979.00 2015.8 2015.8 0.0 0.0 0.0 0.0 0.0 OVERTOPPING ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ SUMMARY OF ITERATIVE SOLUTION ERRORS % FLOW ERROR 0.00 0.00 o 00 0.00 0.00 0.00 0.00 0.77 0.92 0.88 4979.34 -0.007 3000.00 15.14 0.50 ................................................................................................................................................................ ......................................................................,...".......",.......................................................................... ....:;.i.;..TOLERANcE... ('ftY"'::"'O': .o.i.o..... ........ ...............................:; 2';"TOLERANCE'"(%Y"'::"'i':'o'o'o" ........ ................................................................................................................................................................ ................................................................................................................................................................ ................................................................................................................................................................ HEAD ELEV (ft) 4960.13 4964.85 4966.53 4969.59 4971 63 4974 07 4976 80 4979 06 4979.17 4979.26 . HEAD ERROR (ft) 0.000 0.000 o 000 o 000 o 000 o 000 o 000 -0 005 -0.008 -0.004 FILE: GSH52 TOTAL FLOW (cfs) 0.00 300.00 500.00 900 00 1200 00 1500 00 1800 00 2100 00 2400.00 2700.00 DATE: 06-02-1999 FLOW ERROR 0.00 o 00 o 00 o 00 o 00 o 00 o 00 16 17 22.15 23.67 (cfs)