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Last modified
8/11/2009 11:41:59 AM
Creation date
9/30/2006 10:17:26 PM
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Publications
Year
1998
Title
Denver Basin and South Platte River Basin Technical Study
CWCB Section
Water Conservation & Drought Planning
Author
Simpson/Lile
Description
Results of study to investigate Denver Basin groundwater management and South Platte River Basin issues
Publications - Doc Type
Brochure
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<br />of this inventory is to provide a framework for understanding the "big picture" <br />interrelationships between South Platte surface water and groundwater resources <br />and various conservation, reuse, groundwater development and conjunctive use <br />options being considered by Denver area water providers. The SB74 Study's <br />computer-based interactive tool is helpful in understanding the numerical <br />information presented in this chapter. <br /> <br />Key points: <br />1. Undeveloped flows or developable flows are significant in above average <br />runoff years. Most of the developable flows occur below the metro Denver <br />area. (Figs 1-17 to 1-19 Chapter 1, Technical Addendum No.1) <br /> <br />2. Additional reservoir storage or ASR (Aquifer Storage and Recovery) would <br />allow the use of these developable flows. <br />3. Platte River Three State Cooperative Agreement would need to be <br />implemented in order to meet: Endangered Species Act requirements <br />associated with future use of the developable flows. <br /> <br />ChaDter 3 - Estimate of the Impact on Runoff to the South Platte River from <br />Construction of Impervious Surfaces in the Denver Metropolitan Area for the <br />Period 1950-1995 (Technical Addendum No.1, Chapter 4) <br /> <br />This chapter describes an analysis of the increase in South Platte River gains <br />through the Denver metropolitan area over the past several decades as a result <br />of urbanization. The approach used to estimate the increased stream flow gains <br />assumes the gains have resulted primarily from (1) runoff from impervious <br />surfaces (RIS), and (2) lawn irrigation return flows (URF). <br /> <br />Key points: <br />1. Based on preliminary research, the non-reusable increase in runoff from <br />impervious surfaces was approximately 52,000 acre-feet and the non- <br />reusable lawn irrigation return flows was approximately 21,000 acre-feet, <br />or a total of approximately72,000 acre-feet. <br />2. The total streamflow gain from urbanization is approximately 0.10 cfs per <br />1,000 persons, or 72 acre-feeVyear <br />3. Some Peer Review Group members suggest this increase in runoff should <br />be considered as an offset to Denver Basin aquifer pumping impacts. <br />4. Additional studies are needed to more accurately quantify the amount and <br />timing of increases in runoff from impervious surfaces. <br /> <br />C"aDter 4 -Inventory of Existing Water Efficiency Practices (Technical Addendum No. <br />1, Chapter 2) <br /> <br />Hydrosphere conducted a survey of the water conservation practices of the City <br /> <br />- 6- <br /> <br />I <br />,I <br />I <br />I <br />'I <br />I <br />., <br /> <br />I <br />f <br />I <br />I <br />I <br />I <br />I <br />I <br />,I <br />I <br />f <br />I <br />I <br />
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