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<br />J <br /> <br /> <br />River Discharge = <br />240cfs <br />30% Sluice Gate = <br />205cfs <br />Englewood Outlets = <br />IOcfs <br />River Elevation = <br />5289.5 <br /> <br />1.18 FT. / SEe. (Model) <br />5 FT. / SEC. (Prototype) <br /> <br /> <br />- <br />(SCALED VECTOR) <br /> <br />High Wall <br /> <br />Recommenec! <br />open barrier <br />location. <br /> <br />Water <br />line <br /> <br />Figure 41. - Approach flow velocities upstream of Englewood intake (Q = 240 It' Is). <br /> <br />44 <br />