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Last modified
8/11/2009 11:32:56 AM
Creation date
8/10/2009 3:41:27 PM
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Template:
UCREFRP
UCREFRP Catalog Number
7425
Author
Vandas, S. e. a.
Title
Dolores River Instream Flow Assessment
USFW Year
1990.
USFW - Doc Type
Project Report.
Copyright Material
NO
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<br />LIST OF FIGURES <br /> <br />Figure 1. Dolores River Basin ..........................................................................................................................9 <br /> <br />Figure 2. Upper Dolores River ........................................................................................................................10 <br /> <br />Figure 3. Confluence with Disappointment Creek generally separates upper and <br />lower reaches of Dolores River .......................................................................................................10 <br /> <br />Figure 4. Lower Dolores River .......................................................................................................................11 <br /> <br />Figure 5. McPhee Dam ....................................................................,..............................................................11 <br /> <br />Figure 6, Dolores River profIle .......................................................................................................................13 <br /> <br />Figure 7. Dolores River annual hydrograph. ..................................................................................................14 <br /> <br />Figure 8. Dolores River 7-day low flow statistics. .........................................................................................15 <br /> <br />Figure 9. Dolores River flow duration ............................................................................................................16 <br /> <br />Figure 10. Dolores River peak flow statistics ...................................................................................................16 <br /> <br />Figure 11. Dolores River low flow - McPhee vs. Bedrock, June 1989 ............................................................ 22 <br /> <br />Figure 12. Dolores River low flow - McPhee vs. Bedrock, July 1989 .............................................................23 <br /> <br />Figure 13. Dolores River low flow - McPhee vs. Bedrock, August 1989 ........................................................23 <br /> <br />Figure 14. Dolores River discharge during low flow .......................................................................................25 <br /> <br />Figure 15. Dolores River sinuosity McPhee Dam to La Sa! Creek .................................................................. 26 <br /> <br />Figure 16. Establishment of cottonwood seedlings within historic bank-full channel, <br /> <br />in Lower Dolores River. ..................................................................................................................27 <br /> <br />Figure 17. Point bar located in lower reach of Dolores River .......................................................................... 27 <br /> <br />Figure 18. Cross-section measurement for floatability issues at Bell Canyon Rapids .....................................31 <br /> <br />Figure 19. Measuring channel cross section at La Sal Rapids .......................................................................... 32 <br /> <br />Figure 20. Riffle IFIM transect, Dolores River ................................................................................................ 34 <br /> <br />Figure 21. Pool IFIM transect, Dolores River .................................................................................................. 34 <br /> <br />Figure 22. Run (glide) transect, Dolores River ................................................................................................. 34 <br /> <br />Figure 23. Fish inventory conducted by Colorado Division of Wildlife in conjunction with <br />Dolores River instream flow assessment ......................................................................................... 35 <br /> <br />vii <br />
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