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WSP12173
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Last modified
1/26/2010 3:20:09 PM
Creation date
10/12/2006 5:25:26 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.300.02
Description
San Juan River Recovery Implementation Program - Recovery Plans & Information
Basin
San Juan/Dolores
Water Division
7
Date
2/1/2000
Title
Drift of Fishes in the San Juan River - 1991-1997
Water Supply Pro - Doc Type
Report/Study
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<br />,-, <br />:"1 <br />~ <br />-.1 <br />C; <br /> <br />Platania. Dudley, and Maruca. 2000. Drift of Fishes in the San Juan River ]991-1997. <br /> <br />FfNAL <br /> <br />STUDY AREA <br /> <br />w <br /> <br />The San Juan River is a major tributary of the Colorado River and drains 99,200 km' in <br />Colorado, New Mexico, Utah, and Arizona (Figure I). From its origins in the San Juan Mountains of <br />southwestern Colorado at elevations exceeding 4,250 m, the river flows westward for about 570 kIn <br />before confluencing with the Colorado River. The major perennial tributaries to the San Juan River <br />are (from upstream to downstream) Navajo, Piedra, Los Pinos, Animas, La Plata, and Mancos rivers, <br />and McElmo Creek. In addition there are numerous ephemeral arroyos and washes that contribute <br />relatively little flow annually bUI input large sediment loads. <br />Navajo Reservoir, completed in 1963, impounds and isolates the upper 124 km of the San <br />Juan River and regulates downstream discharge. The completion of Glen Canyon Dam in 1966 and <br />subsequent filling of Lake Powell ultimately inundaIed the lower 87 km of the San Juan River by the <br />early 1980s. The San Juan River is now a 359 krn lotic system bounded by two reservoirs (Navajo <br />Reservoir near its head and Lake Powell at its mouth). <br />The San Juan River is canyon-bound and resIricIed to a single channel between its <br />confluence with Chinle Creek (ca, 20 km downstream of Bluff, Utah) and Lake Powell. The river is <br />predominaIely multi-channeled upsIream of Chinle Creek with the highest density of secondary <br />channels occurring between Bluff and the Hogback Diversion (ca. 13 km upstream of Ship rock, New <br />Mexico). There is a general downstream decline in channel stability in the section of river between <br />Bluff and Shiprock. Below the confluence with the Animas River near Fannington, New Mexico, the <br />channel is less stable and more subjcCI to floods from it largest and unregulated tribUlary, Ihe Animas <br />River. Conversely, the regulated reach of river between FanningIon, New Mexico and Navajo Darn <br />is relatively sIable with few secondary channels. <br />From Lake Powell to Navajo Dam, the mean gradient of the San Juan River is 1.67 mIkrn, <br />Examined in 30 km increments, river gradient ranges from 1,24 to 2.41 mIkrn but locally (i.e., <30 <br />krn reaches) can be as high as' 3.5 mIkrn. Between Shiprock and Bluff, San Juan River substrate is <br />primarily sand mixed among some cobble. The proportion of sand is greatesI in the downstream <br />mas I reaches and declines along an upstream gradient. From FanningIon to Navajo Dam, Ihe San <br />Juan River substrate is dominated by embedded cobble. Although less embedded, cobble is also the <br />most common subsIrate between Shiprock and Fannington. <br />Except in canyon-bound reaches, the river is bordered by nonnative salt cedar (Tamarix <br />chinensis) and Russian olive (Elaeagnus angustifolia) and native cottonwood (Populus fremontii) and <br />willow (Salix sp.). Nonnative woody planIS dominated nearly all sites and resulted in heavily <br />stabilized banks. Cottonwood and willow accounIed for less than 15% of the riparian vegetation. <br />The characterisIic annual hydrographic pattern in the San Juan River is typical of rivers in the <br />American Southwest with large flows during spring snowmelt, followed by low summer, autumn, <br />and winter base flows. Summer and early autumn base flows are frequently punctuated by <br />convective stonn-induced flow spikes. Prior to closure of Navajo Dam. aboUl 73% of the total <br />annual San Juan River drainage discharge (based on USGS Gauge # 09379500; Bluff, Utah) occurred <br />during spring runoff (1 March through 31 July). Median daily peak discharge during spring runoff <br />was 10,400 cfs (range = 3,810 to 33.800 cfs), Although flows resulting from summer and autumn <br />storms contributed a comparatively small volume to total annual discharge, the magnitude of storn,- <br />induced flows exceeded the peak snowmelt discharge about 30% of the years, occasionally exceeding <br />40,000 cfs (mean daily discharge). Both the magnitude and frequency ofIhese stonn induced flow <br />spikes are greater than those recorded in the Green or Colorado rivers. <br />Closure of Navajo Dam altered Ihe annual discharge pattern of the San Juan River. The <br />natural flow of the Animas River ameliorated some aspects of regulated discharge by augmenting <br />spring discharge. Regulation resulted in reduced magnitude and increased duration of spring runoff <br />in wet years and substantially reduced magnitude and duration of spring flow during dry years. <br /> <br />3 <br />
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