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PROJ00441
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Last modified
11/19/2009 11:43:25 AM
Creation date
10/5/2006 11:55:35 PM
Metadata
Fields
Template:
Loan Projects
Contract/PO #
C153459
Contractor Name
Loveland, City of
Water District
0
County
Larimer
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />6.0 INFLOV ANALYSES - VINDY GAP PROJECT (TASK 4) <br /> <br />The Windy Gap project (VGP) is located two and one-half miles west of <br />Granby, Colorado and consists of a diversion dam, a pumping plant, and a <br />pipeline to Lake Granby (see Figure 5-1). The project was completed and <br />placed in operation in 1985. The NCVCD reports that this system is capable <br />of delivering an average of 48,000 acre-feet of surplus water. This water <br />is pumped during the runoff season when the Windy Gap water rights are in <br />priority, which normally occurs between April and July. <br /> <br />During these periods of high flows in the Colorado and Fraser Rivers, water <br />is pumped from the diversion dam north to Lake Granby if space is available <br />for storage in Granby. Once there, it is stored until Adams Tunnel <br />capacity is available for transmitting the water (when called for by <br />owners) through the Colorado-Big Thompson project facilities to the <br />northern Front Range where it is distributed to the participants in <br />accordance with their water allotment contracts. <br /> <br />The operational model of the VGP was designed to calculate the available <br />inflow to the project and to account for operational constraints placed <br />upon the project. Streamflow data at the project site are relatively <br />limited, consequently this data was supplemented by regional streamflow <br />data and the CBT inflow data developed for this study to estimate available <br />inflows to Vindy Gap. <br /> <br />Examination of the topography of watersheds contributing to VGP inflow <br />revealed that the lands draining the upper Fraser River basin were <br />relatively rugged in nature, with steep gradients and the Continental <br />Divide acting as the major basin divide. Five streamflow gauges in the <br />Fraser River basin were selected to define the relationship between VGP <br />inflows from the upper Fraser and the CBT inflows previously computed. <br />These stations were: <br /> <br />6-1 <br />
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