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<br />
<br />e
<br />
<br />e
<br />
<br />.
<br />
<br />CURRENT DATE: 03-23-1999
<br />CURRENT TIME: 11:21:56
<br />
<br />CrI+SZ
<br />
<br />/0(10
<br />
<br />3
<br />
<br />FILE DATE: 03-23-1999
<br />FILE NAME: GSH52
<br />
<br />00000000000000'300000000000
<br />
<br />TAILWATER
<br />
<br />000000<>00000"0000000000000000000000000000000000000000000000000000000000000000000
<br />
<br />00000000000000000000000000
<br />
<br />000000000000000000000000000000000000000000000000000000<>00000000000000000<>0000000
<br />
<br />USER DEFINED CHANNEL CROSS-SECTION
<br />MAIN CHANNEL AND LT & RT OVER BANKS
<br />LEFT CHANNEL BOUNDARY 3
<br />R:GHT CHANNEL BOUNDARY 6
<br />MANNING n LEFT OVER BANK 0,035
<br />MANNING n MAIN CHANNEL 0.035
<br />MANNING n aIGHT OVER BANK 0.035
<br />SLOPE OF CHANNEL 0,0091 f:! ft
<br />
<br />CROSS-SECTION
<br />COORD, NO,
<br />1
<br />
<br />x
<br />1ft}
<br />1. 00
<br />1400,00
<br />1500,00
<br />1500,00
<br />1502,00
<br />:"502,00
<br />1602.00
<br />1702,00
<br />
<br />y
<br />(ft)
<br />4980,00
<br />4970,00
<br />4961.50
<br />4959,50
<br />-i959,50
<br />4961,50
<br />4970.00
<br />4980,00
<br />
<br />2
<br />
<br />3
<br />4
<br />5
<br />6
<br />7
<br />3
<br />
<br />GNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL
<br />
<br /> FLOW W.S.E. FROUDE DE?'I'H VEL. SHEAR
<br /> (c:S) (ft) NUMBER ( ft) ( f/s) (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 0.88 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 /> 550Q,CO 4968,49 0,495 8,49 8.42 1. 70
<br />NO':e: Shear stress '...as calculated us~ng R,
<br />
<br />FILE NAME: GSH52
<br />FILE DATE: 03-03-1999
<br />
<br />00000000000000000000000000
<br />
<br />ROADWAY OVERTOPPING DATA
<br />
<br />0000000000000000000000000000000000000000000000000000<>"00000000000000000000000000
<br />
<br />00000000000000000000000000
<br />
<br />000000000000000000000"0000000000000000000000000000000000000000000000000000000000
<br />
<br /> ROADWAY SURFACE PAVED
<br /> EMBANKMENT TOP WIDTH 70,00 ft
<br />***** USER DEFINED ROADWAY PRO FI LE
<br /> CROSS-SECTION X Y
<br /> COORD. NO, ft ft
<br /> , 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 4975,00
<br /> 7 563,90 4975.40
<br /> 9 661,19 4976,17
<br /> 9 804,81 4978,11
<br /> 10 941. 61 4980,31
<br /> 11 1002.67 4981.81
<br /> 12 1082,96 4983.40
<br /> 13 1238,88 4986,54
<br /> 14 1388.53 4989.19
<br /> 15 1452.48 4990,48
<br />
<br />~OOOOOOOOOo~~o~~OoOoo~o~~o~oO~o~oOOOOOOOOOOOOOO~OOOOOooo~~oooooooooooooooooooooo
<br />
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