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Summary Testimony Provided by Gary Lacy for Eagle River and Sanitation District
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Summary Testimony Provided by Gary Lacy for Eagle River and Sanitation District
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7/6/2010 2:40:48 PM
Creation date
6/10/2010 10:09:03 AM
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Water Supply Protection
Description
Vail RICD
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
12/29/2001
Author
Gary Lacy
Title
Summary Testimony Provided by Gary Lacy for Eagle River and Sanitation District
Water Supply Pro - Doc Type
Court Documents
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The structures are designed to divert and control the flows to create whitewater boating <br />features, particularly at high flows. These structures function even if they are partially or <br />completely inundated. <br />I designed the Course to work the best at 400 cfs. This flow rate was based upon <br />numerous factors, including the physical parameters of the stream channel, my working <br />knowledge of Gore Creek, hydraulic formulas, the purpose to be served by the Course, <br />and the available flows. Basic hydraulic formulas were used to determine the necessary <br />design parameters of the structures to ensure complete control of the stream flow at 400 <br />c.f.s. and higher, and to provide low flow passage as discussed below.. The design of the <br />structures are such as to produce the optimum waveforms at flows of 400 c.f.s. and <br />above. <br />Structures included in the Whitewater Course include "U" drops and "V" drops. <br />Each of these is followed by a self - scouring pool. These structures are designed to divert <br />and control the flow at specific points to create surf waves, rodeo holes, standing waves, <br />eddies, and j ets of water for squirt boating. As water flows increase, these wave forms <br />become larger, more powerful, and conducive to the sport of whitewater rodeo, <br />playboating, and slalom racing. The structures also work in tandem to create the desired <br />features. All of-these features provide a better boating experience at the higher flow rates <br />at 400 cfs, and therefore draw more boaters at those rates. <br />The Course also works to allow passage during low flow. The structures and their <br />elevation/configuration were designed to provide depth for boating during very low <br />flows, even when the whitewater wave features are not present. This is best demonstrated <br />by the continuing use of the Course at low flows. This low flow passage is an important <br />improvement over the pre - course condition. Gore Creek is now navigable through the <br />Course at low flow rates where passage was not possible in the pre - course condition. The <br />low flow passage is now possible by diverting all of the stream flow through a low flow <br />channel to allow boat passage. At higher flows, the water fills the high flow channel <br />which, as discussed above, is designed to control and divert the entire high flow to create <br />the desired whitewater features. <br />I will prepare plan, profile and section view drawings of certain representative <br />structures to help explain how the structures create the desired wave forms at high flows <br />and allow passage at low flows. In addition, I have personal observations to demonstrate <br />how the Course is working. <br />In summary, though natural in appearance, the area of Gore Creek through the <br />Course is now a highly engineered system of diversion dams and drops that completely <br />control the water for whitewater boating, and this area of Gore Creek is no longer a <br />natural environment. <br />Lacy Report <br />Page 2 <br />
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