8065

• UCREFRP Catalog Number: 8065
• Author: Vaill, J. E.
• Title: Computation of Selected Hydraulic Variables for the Lower Yampa River in Northwestern Colorado.
• USFW Year: 1997.
• USFW - Doc Type: Denver, Colorado.
• Copyright Material: NO

APPENDIX 2. WSPRO OUTPUT FOR THE CRITICAL SECTION OF THE MAYBELL
CANAL DIVERSION STRUCTURE
WSPRO FEDERAL HIGHWAY ADMINISTRATION - U. S. GEOLOGICAL SURVEY
V060188 MODEL FOR WATER-SURFACE PROFILE COMPUTATIONS
WSPRO COMPUTATIONS FOR MAYBELL CANAL DIVERSION -- YAMPA RIVER
ENDANGERED FISH RECOVERY PROGRAM
VELOCITY DISTRIBUTION: SECID = SEC3
WSEL LEW REW AREA K Q VEL
90.69 35.6 58.8 12.0 210. 50. 4.16
X STA. 35.6 39.2 40.1 41. 0 41. 9 42.8
A(I) 1.2 0.5 0.5 0.5 0.6
V(I) 2.16 4.67 4.59 4.66 4.54
Depth 0.33 0.56 0.56 0.56 0.67
X STA. 42.8 43.8 44.7 45.6 46.5 47.4
A(I) 0.6 0.5 0.5 0.5 0.5
V(I) 4.51 4.60 4.67 4.56 4.56
Depth 0.60 0.56 0.56 0.56 0.56
X STA. 47.4 48.3 49.2 50.2 51.1 52.0
A(I) 0.5 0.5 0.6 0.5 0.6
V(I) 4.56 4.56 4.51 4.64 4.48
Depth 0.56 0.56 0.60 0.56 0.67
X STA. 52.0 52.9 53.8 54.8 55.7 58.8
A(I) 0.5 0.6 0.5 0.5 1.0
V(I) 4.64 4.50 4.55 4.64 2.43
Depth 0.56 0.67 0.50 0.56 0.16
VELOCITY DISTRIBUTION: SECID SEC3
WSEL LEW REW AREA K Q VEL
91. 03 33.8 60.1 19.3 426. 100. 5.18
X STA. 33.8 38.8 39.7 40.7 41. 6 42.6
A(I) 2.1 0.8 0.9 0.9 0.8
V(I) 2.36 6.01 5.88 5.81 5.98
Depth 0.42 0.89 0.90 1. 00 0.80
X STA. 42.6 43.6 44.5 45.4 46.4 47.4
A(I) 0.9 0.8 0.8 0.9 0.9
V(I) 5.78 5.89 5.99 5.85 5.85
Depth 0.90 0.89 0.89 0.90 0.90
X STA. 47.4 48.3 49.3 50.2 51.2 52.2
A(I) 0.9 0.9 0.9 0.8 0.9
V(I) 5.85 5.85 5.78 5.95 5.74
Depth 1. 00 0.90 1. 00 0.80 0.90
APPENDIXES 19