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<br />.... ~.. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />-5- <br /> <br />All of the above points are valid regardless of whether the whitewater bypass is in the river or goes <br />around the dam. We believe that an entrance can be achieved which can satisfy these needs and <br />considerations. Even after detailed analysis, it will be advisable to use a basic design which can be <br />modified to optimize intake performance. However, this statement should not be used as an excuse <br />to avoid detailed hydraulic and sediment transport analysis. <br /> <br />Please call if you have questions. <br /> <br />Sincerely, <br /> <br />McLaughlin Water Engineers, Ud. <br /> <br />~~ <br /> <br />William C. Taggart, P. E. <br />Principal <br /> <br />WCf:eoo <br />79-058.12 <br />WCf-l <br />