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Last modified
1/26/2010 12:26:30 PM
Creation date
10/11/2006 9:49:34 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8200.760
Description
Yampa River General
State
CO
Basin
Yampa/White
Water Division
6
Date
12/1/1992
Author
Resource Consultants
Title
Mineral Bottom Geomorphic Investigation Trip Report - December 1992
Water Supply Pro - Doc Type
Report/Study
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<br />onln31 <br /> <br />TRIP REPORT <br /> <br />LOCATION: Green River, Utah <br /> <br />DATES: May 12 to 14,1992 <br /> <br />AUTHORS: M.D. Harvey and R.A. Mussetter, RCE, Inc. <br />RCE Project No. 91-714'01. <br /> <br />SUBMITTED TO: Mr. Ray Tenney, P.E. <br />Colorado River Water Conservation District <br /> <br />DATE: December 3, 1992 <br /> <br />INTRODUCTION <br /> <br />Between May 12 and 14, 1992, Drs. Mike Harvey and Bob Mussetter of Resource Coflsultants <br />& Engineers, Inc. (RCE) In the company of Individuals from the U.S. Fish and Wildlife Service (USFWS), <br />the Colorado River Water Conservation District (CRWCD) and the U.S. Bureau of Reclamation (USBR) <br />conducted l1i water-bome field Inspection of the Green River from the Town of Green River, Utah at River <br />Mile (RM) 120 to Unknown Bottoms at RM 28. During the field Inspection the discharge of the Green <br />River was about 9,500 ets. <br /> <br />The primary objective of the trip was to provide an Interdisciplinary overview of this reach of the <br />Green River In terms of historical and present usage of habitat by threatened and endangered native <br />species, eSJl8Clally the Colorado Squawllsh. Specific areas of Interest were: 1) the effects of Tamarisk <br />(Tamarlx chlneuli;lI) on channel morphology and capacity within the reach, 2) the effects ::! water <br />storage projects on the frequency of overbank flows within the reach, and 3) the consequences of both <br />areas of Interest on potential within and out-of-channel (bottomlands) habitat utilization by larval and <br />juvenile stages of the endangered and threatened species. Larval stages are distributed downstream <br />from spawning sites by the mechanism of passive drift and therefore their dlspersement Into overbank <br />habitats Is depenclent on a temporal concurrence of larval presence (a function of drift rate) and greater <br />than bankfull discharge at a location where there Is a floodplain of sufficient width to provide the low <br />velocity, shallow flow conditions required by the larval stages. <br /> <br />TRIP OBSERVATIONS <br /> <br />1) Tamarisk <br /> <br />Grafs (1978) study of the effects of the Invasion of tamarisk on the morphology of the Green <br />River within Canyonlands National Park Indicated that the establishment of dense stands of the plant <br />along the riparian margins of the river had caused channel width to narrow by about 27 percent between <br />1915 and 1951. Establishment of the vegetation was probably assisted by a period of drought that <br />lasted into the 194Os. Subsequent high flows in the 1950s did not appear to remove the tamarisk. In <br />general terms, establishment of dense stands of riparian vegetation increases the hydraulic resistance <br />so that overbank flows tend to deposit their sediment loads more rapidly thereby accelerating the <br />process of natural levee formation. With an effective Increase In the height of the bank as a result of <br />natural levee formation, the channel capacity increases and the frequency of overbank flows Is <br />diminished. On the Green River, Graf (1978) concluded that prior to colonization of the channel margins <br />by tamarisk, overbank flooding was infrequent and occurred only during the highest floods. He argued <br />that channel constriction and reduced erodablllty of the banks due to tamarisk colonization Increased <br />the frequency of overbank flooding, such that flooding occurred even at modest discharges. Eventually, <br />If the increased frequency of overbank flows caused natural levee formation, the frequency of overbank <br />flows must have decreased through time. <br /> <br />1 Resource Consultants & Engineers, Inc. <br />
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