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<br /> <br />COLORADO <br /> <br />Location Map <br /> <br />41011090 _ _ _ _ _ ~O~ 1080 <br />COLORADO - - - - - - ~'l;' <br />~, <br />I <br />I <br /> <br /> <br />40030' <br /> <br />I <br />Cross Mountain <br />Canyon <br /> <br />Base from U,S, Geological Survey <br />1 :500,000 State base map, 1969 <br /> <br />o <br />I <br />o <br /> <br />10 20 <br /> <br />Figure 1. Location of the study area and study reaches. <br /> <br />program (Shearman, 1990). Output options of the <br />program were used to generate depths and velocities <br />for 20 separate stream tubes within each critical cross <br />section for a range of streamflows from 50 to 400 ft3/s. <br />This report summarizes the hydraulic variables from <br />the WSPRO computation output for cross sections in <br />three reaches (Patrick Sweeney and Maybell Canal <br />diversion structures and Cross Mountain Canyon) of <br />the lower Yampa River. <br />The author extends his appreciation to <br />Jeff B. Foster and Ken J. Leib, V.S. Geological <br />Survey, Grand Junction, Colo., and David S. Mueller, <br />V.S. Geological Survey, Louisville, Ky., for their <br />technical knowledge and assistance in the difficult <br />data-collection efforts within Cross Mountain Canyon. <br />Ray Tenney, Colorado River Water Conservation <br />District, Glenwood Springs, Colo., is gratefully <br /> <br />--------------- <br /> <br />... v,s, GEOLOGICAL SURVEY <br />STREAM-GAGING STATION <br />II STUDY REACH <br />... DIRECTION OF FLOW <br /> <br /> <br />Juniper Hot Gove!'"ment <br />SPrings/ Bndge <br /> <br />/ <br />Maybell Canal <br />Diversion Structure <br /> <br />10 <br /> <br />20 30 MILES <br />I I <br />I <br /> <br />I <br />I <br /> <br />30 KILOMETERS <br /> <br />acknowledged for his technical assistance and efforts <br />in selecting the cross-section locations and for <br />providing topographic data essential to the project. <br /> <br />DESCRIPTION OF THE STUDY REACHES <br /> <br />The three reaches selected for study are <br />located on the lower segment of the Yampa River in <br />northwestern Colorado (fig. 1). The Patrick Sweeney <br />diversion structure is located about 8 mi upstream <br />from the Maybell Canal diversion structure and about <br />28 mi upstream from Cr~ss Mountain Canyon. The <br />diversion structure is located in a broad valley, and the <br />channel slope through this reach is less than 4.0 ft/mi. <br />The vegetation consists of sparse grasses, sagebrush, <br />and scattered willows. <br /> <br />2 Computation of Selected Hydraulic Variables for the Lower Vampa River In Northwestern Colorado <br />