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Prehearing Statement of the Town of Silverton
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Prehearing Statement of the Town of Silverton
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Last modified
1/26/2010 4:41:25 PM
Creation date
7/27/2009 10:35:15 AM
Metadata
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Template:
Water Supply Protection
File Number
8230.51A1a
Description
Applicant's Prehearing Statements: Legal Documents
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
6/6/2005
Author
David W. Robbins, Mark J. Wagner
Title
Prehearing Statement of the Town of Silverton
Water Supply Pro - Doc Type
Court Documents
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• e. Reasonable Demand <br />Experience by the Town of Silverthorne confirms that there is more than <br />sufficient demand for kayaking and rafting on the Blue River during the May <br />through September period to justify the RICD at present and in the future. <br />f. Limitations on Time of Day, days per Month, and Seasons for RICD <br />Each of the three structures shall be designed to fully capture and control the <br />entire requested flow in the Blue River. Under these requested flows (100 cfs <br />low flow, and 600 cfs high flow), the entire streamflow shall pass through the <br />structure, and pass from sub-critical flow upstream to supercritical flow at the <br />structure. Mr. Lacy provides more detailed design information in his <br />testimony. The schematic design of the structures is presented in Exhibit F <br />(Plan View), Exhibit G(Section View), and Exhibit H(profile) view. The <br />structures tie into the banks of the Blue River and into the channel bottom on <br />the upstream and downstream ends. The design of the structures includes two <br />flow passes, that would fully control the flow at both high and low flow. <br />g. Depth and Flow Rate for RICD <br />Low flow rates are requested for passage of various type of watercraft, <br />• including rafts, canoes, kayaks, and inner tubes from May 1 st to September <br />30th. The basis for the 100 cfs flow rate is to provide a minimum depth of 2 <br />feet and a minimum width of 10 feet, in order to allow for, and facilitate, <br />recreational boat passage. The control structures have been located and sized <br />to maintain this flow and depth. These flows and depths were recommended <br />by Mr. Gary Lacy, P.E., and are discussed further in his testimony. A <br />standard weir equation was applied to determine the flow required to maintain <br />these depths and flows: <br />Q=3.3*L*h312 (1) <br />where L is the width of the opening (10 feet) and h is the depth (2 feet) of the <br />flow through the structure, thereby resulting in Q= 93.3 cfs. In order to <br />provide for a margin of safety for the 2 feet depth, a flow of 100 cfs is <br />requested. Low flows (100 cfs) are requested during warm weather months <br />(May - September) and for daylights hours (7:00 am to 8:00 pm). These dates <br />and times are consistent with the Town of Silverthorne's plans for recreational <br />boat passage in the Blue River. <br />High flow rates are requested to create white water experience for kayakers <br />with 2 feet of depth through the control structures. A flow rate of 600 cfs was <br />selected based on a recommendation by Mr. Lacy ( see the following <br />• calculations) Similar to the low-flow calculation, a weir equation was used to
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