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<br />Figure 1.1,
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<br />Figure 1,2.
<br />
<br />Figure 2.1,
<br />
<br />Figure 2.2,
<br />
<br />Figure 2,3.
<br />
<br />Figure 2.4.
<br />
<br />Figure 2,5,
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<br />Figure 2,6.
<br />
<br />Figure 3,1,
<br />
<br />Figure 3,2,
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<br />Figure 3.3,
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<br />Figure 3.4.
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<br />Figure 3,5,
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<br />Figure 3.6,
<br />
<br />Figure 3.7.
<br />
<br />Figure 3,8.
<br />
<br />Figure 3.9,
<br />
<br />LIST OF FIGURES
<br />
<br />General and detailed location maps for the study reach of the Yampa River (Mussetter
<br />and Harvey, 1994)...............""...",.................,...,.,. .1.2
<br />
<br />1995 annual hydrograph for the Yampa River downstream of the Little Snake River
<br />
<br />confluence. . . . . . . . . . . , . . . . . . . . . . . . , . . . . . . , , . . . . . , . . . . . . . , , . . . . . . . . . 1.4
<br />
<br />Topographic map showing the locations of cross sections and Wolman Counts at
<br />Mathers Hole (Mussetter and Harvey, 1994). , , , , . . . . . , , . . . . . . . . , , . . . . . . . .2.2
<br />
<br />Gradation curves for 1995 Wolman Counts at Mathers Hole. ..,.........,....2.3
<br />
<br />Variations in dimensionless grain shear stress with discharge at cross section 3, Mathers
<br />Hole (Mussetter and Harvey, 1994). ............."".....".........,..2,5
<br />
<br />Variations in dimensionless grain shear stress with discharge at cross section 14,
<br />Mathers Hole (Mussetter and Harvey, 1994), ....,....,...................2,6
<br />
<br />Map of Cleopatras Couch reach of the Yampa River showing the locations of the
<br />surveyed cross sections and the Wolman Counts. ",...."......."....... 2,8
<br />
<br />Gradation curves for 1995 Wolman Counts at Cleopatras Couch, ........,.".2,9
<br />
<br />Map of Cleopatras Couch study reach showing location of surveyed and estimated cross
<br />
<br />sections ,.,."....,.""",..,................"....,......",.,.. 3.2
<br />
<br />Predicted water surface profile and water surface elevations measured on August 24 and
<br />25, 1995 (Total river discharge = 516 cfs), left branch channel at Cleopatras Couch
<br />
<br />. .".."""..,."""",...,.........,..........",......,....., 3.4
<br />
<br />Predicted water surface profile and water surface elevations measured on August 24 and
<br />25, 1995 (Total river discharge = 516 cfs), right branch channel at Cleopatras Couch.
<br />
<br />...........,........,...,...,........,.......",.,........",.... 3,5
<br />
<br />Bed profile and energy grade line profiles for discharge between 301 cfs and 32,300 cfs
<br />in the left branch channel, RM 16,5, Yampa River, ""......".",......,..3,7
<br />
<br />Bed profile and energy grade line profiles for discharge between 301 cfs and 32,300 cfs
<br />in the right branch channel, RM 16,5, Yampa River. ....."...,.",.....",. 3.8
<br />
<br />Computed cross sectionally averaged velocity profiles for 6 discharges in the left branch
<br />channel, RM 16.5, Yampa River. .......".,...,.,......,......",....., 3.9
<br />
<br />Computed cross sectionally averaged velocity profiles for 6 discharges in the right
<br />branch channel, RM 16.5, Yampa River. .",....,....",...,.....,."..3.10
<br />
<br />Dimensionless grain shear stress profiles for 6 discharges in the left branch channel, RM
<br />16,5, Yampa River. When r.'>1, mobilization of the bed material is indicated. ...3.13
<br />
<br />Dimensionless grain shear stress (r.') profiles for 6 discharges in the right branch
<br />channel, RM 16.5, Yampa River. When r.'>1, mobilization of the bed material is
<br />indicated, "".".,.............................."..".........,. 3,14
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<br />ii
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<br />Mussetter Engineering, Inc.
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