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<br /> <br />7 <br /> <br />tional height of riprap in their la~e adjacent to the river? Ron Rossmiller of WWE <br />replied that model tests have shown that the existing USACE dam crest remains the <br />hydraulic control for all flows in the river, so depths upstream of the crest will <br />remain the same as they are now after completion of the proposed construction. <br /> <br />Englewood personnel were as~ed if they preferred the barrier or the solid wall for <br />the inta~e channel. Mi~e Woi~a replied that this is a CWCB project, he is not an hy- <br />draulics expert and wants the experts to tell him which is better. The City is satis- <br />fied with the present operation of the inta~e. He does not want to be in the position <br />of a "partner" in the decision; so if something goes wrong afterwards, he will have <br />someone to blame. The experts need to model the solid wall to obtain data. <br /> <br />Ben Urbonas of the UD&FCD stated that we should not rely on gate settings or human <br />controlled items for boater safety, we should have physical barriers. <br /> <br />It was recommended that prototype tests be done of gate setting versus sand move- <br />ment in the inta~e channel during the Spring runoff period in the river. None has <br />ever been done - the gate is just opened wide when sediment is a problem. A pro- <br />gram needs to be set up between Englewood and the USBR to do this. They and WWE <br />will meet after the meeting to set up such a program. Ken Wright of WWE recom- <br />mended that a permanent manual of gate openings and sediment accumulation and <br />transport be set up. <br /> <br />Gary Lacy and Jim Curnes of Sheridan discussed the possibility of having a shorter <br />safety screen with a flat angle across the sluiceway ( upstream inta~e channel). <br />Ben Urbonas suggested fine tuning with the gate setting or flushing at night. <br /> <br />John Ebling of the USGS commented on their plans to install a low flow gaging station <br />about 200 feet upstream of Union Avenue and about 100 feet downstream of the Dry <br />Cree~ confluence in the next 2 or 3 wee~s. They need a line of roc~ for a weir to <br />create a pond for accurate gaging of low flows in the zero to 30 cfs range. A stable <br />streambed Is needed for gag1ng. The roc~s wl11 be angled across the entire river. <br />