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WSP06567
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Last modified
1/26/2010 2:23:21 PM
Creation date
10/12/2006 1:43:10 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.750
Description
San Juan River General
State
CO
Basin
San Juan/Dolores
Water Division
7
Date
5/1/1986
Author
Wheeler and Assoc
Title
Documentation for Mancos River Hydrology Analysis - Historic and Virgin Flow Conditions - May 1986
Water Supply Pro - Doc Type
Report/Study
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<br />~V';"l3t8 <br />c.-,J..) ,;. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />Project by the Bureau of Reclamation. These gages provide a period of record <br /> <br /> <br />of 1938 through 1951. The virgin streamflow at the confluence was determined <br /> <br /> <br />by correcting the records for irrigation diversions and return flows upstream <br /> <br /> <br />of the gages. Missing flow data for 1952 through 1980 were estimated through <br /> <br /> <br />correlation with gage records for the La Plata River near Hesperus that span <br /> <br /> <br />the entire period of 1938 through 1980. Since the upper La Plata and Mancos <br /> <br /> <br />river basins are adjacent, and both rivers originate in the La Plata Mountains, <br /> <br /> <br />the hydrological characteristics of the two rivers were found to be almost identi- <br /> <br /> <br />cal, resulting in a good correlation between the respective gage records. <br /> <br />The virgin flows of the Mancos River at locations downstream of the conflu- <br /> <br /> <br />ence of the West, Middle, and East Mancos rivers were calculated as being equal <br /> <br /> <br />to the virgin flow at the confluence plus inflow contributions to the river down- <br /> <br /> <br />stream of the confluence, less river losses. Inflows consist of two components: <br /> <br /> <br />(1) short-term runoff that occurs in response to precipitation from thunderstorms <br /> <br /> <br />during summer and fall and, (2) other river gains and base flow associated with <br /> <br /> <br />snowmelt runoff and general precipitation throughout the year. River losses <br /> <br /> <br />consist of evaporation from the river and evapotranspiration from riparian vegeta- <br /> <br /> <br />tion along the river. <br /> <br />A gaging station has been maintained by the U.S. Geological Survey (USGS) <br /> <br /> <br />at a location on the Mancos River near the bridge at Highway 666, south of <br /> <br /> <br />Towaoc. The calculated difference between the estimated virgin flows at this <br /> <br /> <br />station and the recorded historic streamflow is attributable to depletion of <br /> <br /> <br />the river associated primarily with irrigation and municipal water use. Diversion <br /> <br /> <br />records and irrigation practices were analyzed and estimates of historic stream <br /> <br /> <br />depletion were prepared. A comparison was made to confirm that the virgin <br /> <br /> <br />flow estimate at the Highway 666 gage location was consistent with the historic <br /> <br /> <br />stream depletion and historic gage records. Although historic flows at the gage <br /> <br /> <br />near Highway 666 have averaged 3l,l00 acre-feet per year, the virgin flows <br /> <br /> <br />were estimated to average 50,200 acre-feet per year, reflecting an historic <br /> <br /> <br />irrigation depletion of about 19,100 acre-feet. Virgin flows were found to vary <br /> <br /> <br />from a low of about 9,000 acre-feet in 1977 to a high of about IlI,OOO acre-feet <br /> <br /> <br />in 1973. <br /> <br />-2- <br /> <br />i,; <br />
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