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WSP12980
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Last modified
1/26/2010 4:34:27 PM
Creation date
3/31/2008 12:06:42 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8210.140.20.C
Description
Imperial Irrigation District (IID);
State
CA
Basin
Colorado Mainstem
Date
1/9/1996
Author
Imperial Irrigation District
Title
Water Requirements and Availability Sutdy (draft)
Water Supply Pro - Doc Type
Publication
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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 />and shortage flows, keeping downstream canal users on order and reducing supply canal water <br />level fluctuations. Finally, because of their location at main canal spill outlets, reservoirs enable <br />the recovery of excessive surface runoff and spillage that occurs during storm events due to <br />delivery cutbacks. Therefore, if properly located, the construction of additional reservoirs could <br />prove beneficial to future water conservation efforts based upon their popularity and <br />conservation value. <br /> <br />Table IV.A.3a-l Existing Regulating Reservoirs <br /> <br />Reservoir <br />Name <br /> <br />Capacity <br /> <br />Year of Operation <br /> <br />Kalwo Singh <br />J.M. Sheldon <br />Oscar Fudge <br />H. "Red" Sperber <br />Robert F. Carter ("Trifolium") <br />Bernard GalIeano ("Z") <br /> <br />323 acre-feet <br />476 acre-feet <br />300 acre-feet <br />470 acre-feet <br />350 acre-feet <br />425 acre-feet <br /> <br />1976 <br />1977 <br />1982 <br />1983 <br />1988 <br />1991 <br /> <br />In 1994, the quantities of water conserved by the two newest reservoirs, the Robert F. Carter and <br />Bernard Galleano, were verified as a part of the MWD/IID conservation program. (projected <br />1995 Water Conservation Savings with Summaries of Su.pporting Documentation. CVC, 1995) <br />With individual annual conservation values of 4,310 and 3,490 acre-feet, the average annual <br />savings per reservoir is 3,900 acre-feet of water. <br /> <br />IV.A.3b On-Farm Reservoirs <br />On-fann reservoirs are designed to reduce excess tailwater by buffering delivery fluctuations. <br />Tailwater return systems, drip systems, linear tracking systems, land forming, irrigation <br />management, automated check gates, multi-purpose interceptors and alternative irrigation <br />scheduling also target excess tailwater. However, the primary factor regarding the conservation <br />effectiveness of these structures is the on-fann management level that the water user employs. <br />These storage facilities would be constructed downstream of the delivery headgate in or near the <br />uppermost portion of the private landowner's ditches and contain up to 10 acre-feet of storage <br />area. Tailwater could also be collected in a sump and pumped back to the reservoir if so desired. <br /> <br />Draft: Subject To Revision 12/21/95 <br /> <br />34 <br />
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