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<br />ELEV (ft) TOTAL 1 2 3 4 5 6 ROADWAY ITR <br />1. 4962.94 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />~ ~4971.77 500.0 500.0 0.0 0.0 0.0 0.0 0.0 0.00 1 <br />I 4977.94 1100.0 571.5 0.0 0.0 0.0 0.0 0.0 541.9915 <br />C"lvc,-+ 4978.10 1650.0 816.4 0.0 0.0 0.0 0.0 0.0 817.2428 <br />d 'J. 4978.24 2200.0 1088.2 0.0 0.0 0.0 0.0 0.0 1090.2919 <br />('V'''c~ 0 4978.28 2750.0 1162.8 0.0 0.0 0.0 0.0 0.0 1168.14 5 <br />4978.48 3300.0 1632.4 0.0 0.0 0.0 0.0 0.0 1634.85 17 <br />4978.51 3850.0 1720.8 0.0 0.0 0.0 0.0 0.0 1722.10 7 <br />4978.63 4400.0 2030.2 0.0 0.0 0.0 0.0 0.0 2031.5028 <br />. 4978.73 4950.0 2321.6 0.0 0.0 0.0 0.0 0.0 2323.06 29 <br /><<4976.82 5500.0 .2599.6 0.0 0.0 0.0 0.0 0.0 2601.07 30 <br />~ 4976.96 790.8 790.8 0.0 0.0 0.0 0.0 0.0 OVERTOPPING <br />/". 00000000000000000000000000000000000000000000<>00<>0000000000000000000000<>000000000 <br /> <br />C."" 1 (""J <br />6':J'''' +u <br />MJ"f' <br /> <br /> <br />e <br /> <br />. <br /> <br />rc-r."", <br /> <br />,vI h,~t,tr P1~~J <br /> <br />(; !fee. <br />ro/g <br /> <br />1 <br /> <br />CURRENT DATE: 03-23-1999 <br />CURRENT TIME: 11:46:12 <br /> <br />FILE DATE: 03-23-1999 <br />FILE NAME: GSH52C <br /> <br />QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ <br /> <br />FHWA CULVERT ANALYSIS <br />HY-8, VERSION 6.0 <br /> <br />QQQQQQQQQQQQQQQQQQQQQQQQQQ <br /> <br />QQQQQQQQQQQQQQQQQQQQQQQQQQ <br /> <br />QQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQQ" <br /> <br />C I SITE DATA I CULVERT SHAPE, MATERIAL, INLET I <br />U ,--------------------------1-----------------------------------------------1 <br />L I INLET OUTLET CULVERT I BARRELS I <br />I V I ELEV. ELEV. LENGTH I SHAPE SPAN RISE MANNING INLET I <br />INO.I (ft) (ft) (ft) I MATERIAL (ft) (ft) n TYPE I <br />I 1 14962.94 4962.66 86.00 I 1 RCS 7.00 7.00 .012 CONVENTIONAL I <br />1 2 1 1 1 <br />1 3 'I 1 <br />141 1 1 <br />151 1 1 <br />1 6 1 1 1 <br /> <br />QQQQ"Q"Q"QQ"Q"QQQQQ"",,"Q"""Q"""OO"QQ"Q""QoO""QOO""""""O""O"O""Q"Q"QOQ"QOQ"OQOO"" <br /> <br />QO"O"O"OOOO""O"OOO"QOQOQOQ"O""OO"OQOQQ"QQ"OQ"QQO"QOQQ"Q""QOQOQQ"Q"Q"Q"Q"OQOQ"O"O <br /> <br />SUMMARY OF CULVERT FLOWS (cfs) <br /> <br />FILE: GSH52C <br /> <br />DATE: 03-23-1999 <br /> <br />~ " Q 0 0 " ~ Q Q <> <> " <> <> <> <> 0 " " " 0 " 0 " " " " Q " 00<> 0 0 0 " 0 " 0 " " 0 Q " 0 Q " " 00" " 0 0 0 0 0 " " 0 0 " 0 0 0 0 <> 0 0 " 0 <> 0 0 0 0 <> 0 0 0 <br /> <br />SUMMARY OF ITERATIVE SOLUTION ERRORS <br /> <br />FILE: GSH52C <br /> <br />DATE: 03-23-1999 <br /> <br />HEAD <br />ELEV (ft] <br />4962.94 <br />4971. 77 <br />4977.94 <br />4978.10 <br />4978.24 <br />4978.28 <br />4978.48 <br />4978.51 <br />4978.63 <br />4978.73 <br />4978.82 <br /> <br />HEAD <br />ERROR (ft) <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />-0.001 <br />0.000 <br />-0.001 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br /> <br />TOTAL <br />FLOW (cfs) <br />0.00 <br />500.00 <br />1100.00 <br />1650.00 <br />2200.00 <br />2750.00 <br />3300.00 <br />3850.00 <br />4400.00 <br />4950.00 <br />5500.00 <br /> <br />% FLOW <br />ERROR <br />0.00 <br />0.00 <br />-1. 23 <br />0.99 <br />0.98 <br />15.24 <br />0.99 <br />10.57 <br />7.69 <br />6.17 <br />5.44 <br /> <br />FLOW <br />ERROR (cfs) <br />0.00 <br />0.00 <br />-13.51 <br />16.37 <br />21. 49 <br />419.05 <br />32.77 <br />407.04 <br />338.33 <br />305.32 <br />299.33 <br /> <br />OO<>O<>QOOO<>OO<>O"OOo"O"o"""OOOOQQO"OOO"OOOOOOOOOOOOOOOOOQOQOOQOOoo<>oooo"o<>oooo"ooo <br /> <br /><1> TOLERANCE (ft) = 0.010 <br /> <br /><2> TOLERANCE (%) = 1.000 <br /> <br />OOOO"O"<>O"OO"O""OOOOOOOOQOQOOOOOOOOOOOQQOQOOOQOOQOOOOOOOOOOQOOOOOQoOQOoOQQQQOQQO <br /> <br />~I:J E/<v, .~ c#lv'r~ C(<W'1 ~ 4'J /,q. 'J4 t).J.. <br /> <br />~ Ur,J for UDS"Wl111 rn<J!,1 ru.\;'J CVf"V( +" I;I,m,J. M.. .log <br />