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Last modified
1/26/2010 12:54:02 PM
Creation date
10/12/2006 12:11:11 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8240.200.10.B
Description
UCRBRIP - Riverine Fish Flow Investigations
Basin
Colorado Mainstem
Date
6/1/2003
Author
CDOW
Title
Riverine Fish Flow Investigations 2003
Water Supply Pro - Doc Type
Publication
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<br />Colorado River - IS-Mile Reach <br /> <br />I <br />1 <br />t <br />I <br />I <br />I <br />1 <br />I <br />I <br />., <br />J <br />" <br />I <br />'I <br />I <br />I <br />I <br /> <br />The IS-Mile Reach of the Colorado River extends from Palisade, Colorado (RM <br />185), downstream to the confluence of the Gunnison River at about RM 170 (Figure 4). <br />The Colorado River Recovery Program (Osmundson et al. 1995) considers the IS-Mile <br />Reach important for endangered fish recovery. Flows are an issue because of two major <br />upstream diversions that divert flow from the river during the irrigation season (April I to <br />November I). The Government Highline diversion is located in lower Debeque Canyon <br />(RM ] 93.7) and the Highline canal has a capacity of 1620 cfs. The Grand Valley <br />diversion dam is at RM 185.4. The Grand Valley canal has a capacity of640 cfs. <br /> <br />A USGS gage, which is located about 0.4 krn downstream from the intake for the <br />Grand Valley canal (Figure 4), began operation in 1990. Flows at the Palisade gage are <br />typically 1200 to 1600 cfs less than above the divcrsion structurcs in spring and summcr. <br />Winter (Novcmber to March) flows in the I 5-Milc Rcach do not appcar to create fishery <br />concerns. Flows rccorded at the Cameo gage (RM 199.9) appear to be at least at pre- <br />devclopment levcls or higher duc to senior water right calls at the Shoshone power plant <br />in Glenwood Canyon. Also there can be additional releases for power gencration from <br />Green Mountain Rescrvoir (Per comm. Karen Flogequest (USBR). Flows recorded at the <br />Palisade gage are usually higher than at Cameo betwecn November and April bccause <br />Plateau Creek joins the rivcr at RM 193.3. Pitlick (1999) determined bankfull flow to bc <br />near 22000 cfs for thc IS-Mile Reach. <br /> <br />Thcre are two study sites in the IS-Mile Reach. In 1999, bed topography was <br />mapped from thc boat launch at Corn Lake (RM 177.5) downstream to RM ] 75.3 (Figurc <br />4). This station is named the Com Lake Site. The Com Lake site length, which is 3.9 krn <br />long and has an average width of 55.2 m at a flow of 1400 cfs, was electro-fished in <br />1999.2000 and 2001. The river in this section includes five small backwaters. Flow is <br />generally confined within the main channel as opposed to a braided channel (Figure <br />AF7). <br /> <br />The Clition Site was added in 2000. This site is about 300 m upstream from the <br />Com Lake site. The Clifton site is from RM 177.7 to 180.4 and has a total length of 4.2 <br />krn. In this section, the river has split flow in two large sections of the channel. There is <br />an old diversion structure located at RM 179.7. The dam backs up water along the north <br />shoreline. There is a large backwater at lower flows. Smaller backwaters like those <br />found in the Corn Lake are uncommon in this site (Figure AF8). <br /> <br />.. <br /> <br />The peak flow for the Palisade gage in 1999 was 12700 cfs on June 10. The peak <br />flow in 2000 was 13,500 cfs on May 31. In 200 I the peak flow was 8,410 cfs on May 21. <br />The median pcak flow for the II-year Palisade gage history is 13,500 cfs indicating that <br />peaks for 1999 and 2000 were near normal. Typically, flows in March are near 2000 cfs, <br />but in some years flows can drop after April I due to diversions into the Government <br />Highline and Grand Valley canals. In 1999, flows during the ascending limb (April and <br />May) of the hydro graph flow dropped to 435 cfs on April] 5, ] 999. That was the <br />minimum flow for the year. The minimum spring flow was] 110 cfs on April 5th, 2000 <br />and 500 cfs on A pri I l7'h, 200 I. <br /> <br />8 <br /> <br />I <br />I <br />
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