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<br />e <br /> <br /> <br />. <br /> <br />. <br /> <br />4/r; <br /> <br />3 <br /> <br />CURRENT DATE: 03-23-1999 <br />CORRENT TIME: 11:21:56 <br /> <br />FILE DATE: 03-23-1999 <br />FILE NAME: GSH52 <br /> <br />000000000000000000000,,000000000000000000000000000000"01000000.000....00.0000......... <br /> <br />00000000000000000000000.,00 <br /> <br />00000"0"000000000000'"00000 <br /> <br />TAILWATER <br /> <br />0000000000..00000000000000000000000000..0000000000000000..000..00000000000000..0000 <br /> <br />***** USER DEFINED CHANNEL CROSS-SECTION <br />MAIN CHANNEL AND LT & RT OVER BANKS <br />LEFT CHANNEL BOUNDARY 3 <br />RIGHT CHANNEL BOUNDARY 6 <br />MANNING n LEFT OVER BANK 0.035 <br />MANNING n MAIN CHANNEL 0.035 <br />MANNING n RIGHT OVER BANK 0.035 <br />SLOPE OF CHANNEL 0.0091 ft/ft <br /> <br />FILE NAME: GSH52 <br />FILE DATE: 03-03-1999 <br /> <br />CROSS-SECTION <br />COORD. NO. <br />, <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br /> <br />x <br />Iftl <br />1. 00 <br />1400.00 <br />1500.00 <br />1500.00 <br />1502.00 <br />1502.00 <br />1602.00 <br />1702.00 <br /> <br />Y <br />(ft) <br />4980.00 <br />4970.00 <br />4961. 50 <br />4959.50 <br />4959.50 <br />4961. 50 <br />4970.00 <br />4980.00 <br /> <br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br /> <br /> FLOW W.S.E. FROUDE DEPTH VEL. SHEAR <br /> (cfs) 1ft) NUMBER 1ft) If/sl (psf) <br /> 0.00 4959.50 0.000 -0.50 0.00 0.00 <br /> 500.00 4964.26 0.445 4.26 5.51 0.90 <br /> 1100.00 4965.27 0.459 5.27 6.26 1.09 <br /> 1650.00 4965.90 0.468 5.91 6.71 1. 21 <br /> 2200.00 4966.42 0.474 6.43 7.07 1. 31 <br /> 2750.00 4966.87 0.479 6.88 7.38 1. 40 <br /> 3300.00 4967.26 0.483 7.26 7.63 1. 47 <br /> 3850.00 4967.60 0.486 7.60 7.86 1.53 <br /> 4400.00 4967.92 0.489 7.92 8.06 1.59 <br /> 4950.00 4968.22 0.492 8.22 8.25 1. 65 <br /> 5500.00 4968.49 0.495 8.49 8.42 1. 70 <br />Note: Shear stress was calculated using R. <br /> <br />0101010101010101010101010101010000100000000010101001000010010101010001010101010101010101010101010100100100001010001001000101001001 <br /> <br />0000001000010101000101001010010100001 <br /> <br />0010100010010101001010101010100101010101010101 <br /> <br />ROADWAY OVERTOPPING DATA <br /> <br />01010101010101010010000001000100101010000001010101000001010101010010101010101010101010101010101001001000010100000010001000001 <br /> <br /> ROADWAY SURFACE PAVED <br /> EMBANKMENT TOP WIDTH 70.00 ft <br />*'lr*'lr'lr USER DEFINEO ROADWAY PROFILE <br /> CROSS-SECTION X Y <br /> COORD. NO. ft ft <br /> 1 0.00 4975.73 <br /> 2 325.69 4975.04 <br /> 3 352.96 4974.57 <br /> 4 409.33 4974.90 <br /> 5 472.89 4974.70 <br /> 6 491.15 49.75.00 <br /> 7 563.90 4975.40 <br /> 8 661.19 4976.17 <br /> 9 804.81 4978.11 <br /> 10 941.61 4980.31 <br /> 11 1002.67 4981.81 <br /> '2 1082.96 4983.40 <br /> 13 1238.88 4986.54 <br /> '4 1388.53 4989.19 <br /> 15 1452.48 4990.48 <br /> <br />.00001001010101010101010101010101010101010101010101001001010101010101010101010101010101010101010101010101001010101.01010101.00101.01.0101.01010101 <br />