Laserfiche WebLink
<br />07 (I- JI<Ir) If./.- 2-;;; I " <br />,0//( <br /> <br />CURRENT DATE: 04-08-1999 <br />(T 'i:NT TIME: 16:07:23 <br /> <br />e <br /> <br />4 <br /> <br />FILE DATE: 04-08-1999 <br />FILE NAME: G3RCBI25 <br /> <br />TAl LWATER <br /> <br />***** USER DEFINED CHANNEL CROSS-SECTION <br />MAIN CHANNEL AND LT & RT OVER BANKS <br />LEFT CHANNEL BOUNDARY 2 <br />RIGHT CHANNEL BOUNDARY 5 <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 0.0100 ft/ft <br /> <br />FILE NAME: G3RCBI25 <br />FILE DATE: 04-08-1999 <br /> <br /> <br />CROSS-SECTION <br />COORD. NO. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br /> <br />x <br />(ft) <br />0.00 <br />200.00 <br />205.00 <br />225.00 <br />230.00 <br />1030.00 <br /> <br />Y <br />(ft) <br />57.50 <br />50.50 <br />45.50 <br />45.50 <br />50.50 <br />60.00 <br /> <br />******* UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL <br /> <br /> FLOW W.S.E. FROUDE DEPTH VEL. SHEAR <br /> (cfs) (ft) NUMBER (ft) (f/s) (psf) <br /> 0.00 45.50 0.000 -1.00 0.00 0.00 <br />e 300.00 47.65 0.798 1.15 6.34 1.14 <br />600.00 48.74 0.835 2.24 7.99 1. 61 <br />900.00 49.61 0.855 3.11 9.09 1.96 <br /> 1000.00 49.88 0.860 3.38 9.41 2.06 <br /> 1500.00 50.93 0.885 4.43 10.76 2.52 <br /> 1800.00 51. 34 0.898 4.84 11.39 2.74 <br /> 2100.00 51.64 0.906 5.14 11.85 2.91 <br /> 2400.00 51.90 0.914 5.40 12.23 3.05 <br /> 2700.00 52.11 0.919 5.61 12.54 3.17 <br /> 3000.00 52.29 0.924 5.79 12.80 3.27 <br />Note: Shear stress was calculated using R. <br /> ROADWAY OVERTOPPING DATA <br /> ROADWAY SURFACE PAVED <br /> EMBANKMENT TOP WIDTH 180.00 ft <br /> CREST LENGTH 300.00 ft <br /> OVERTOPPING CREST ELEVATION 57.50 ft <br /> <br />. <br />