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<br />< <br /> <br />!~ <br /> <br />Ir- <br /> <br />) <br /> <br />River Discharge = <br />I 450cfs <br />30% Sluice Gate = <br />430cfs <br />Englewood Outlets = <br />30cfs <br />River Elevation - <br />5292. ! <br /> <br />c <br /> <br />I. 13FT. / SEC. (Madel) <br />5 FT. // SEC. (Prototype) I <br /> <br />, I <br /> <br />(SCALED VECTOR) <br /> <br />Ii <br />, <br /> <br /> <br /> <br />/-ligh Wall <br /> <br />i <br /> <br /> <br />i <br />I <br /> <br />, <br />y Water <br />" /me <br /> <br />Recommended <br />open barrier <br />location. <br /> <br />!I <br /> <br />Figure 43. - Approach flow velocities upstream of Englewood intake (Q = 1,450 If Is). <br /> <br />\. <br /> <br />46 <br /> <br />z~ <br />