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Published byDamon Oliver Modified over 8 years ago
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Gregory Indivero 31 October 2011
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What discharge (cfs) is required to entrain the D 84 (84 th percentile of sediment size distribution) in Red Canyon Wash? What discharge was required to deposit observed flood debris from August 16, 2010 flood?
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Red & Columbus Canyons Un-gauged, Ephemeral Wash 5 th Largest Drainage of CNM
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Red Canyon Columbus Canyon Red Canyon Wash Study Reach No Thoroughfare Canyon
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Fairly Straight Alluvial Channel 300 Feet Long ≅ 20 Feet Wide
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Establish Reach & Cross Sections Survey Thalweg, Flood Debris & Cross Sections Conduct a Pebble Count at Cross Sections ◦ Create Grain Size Distribution Plots Solve Shields Equation for Critical Shear Stress, τ c Model Channel With HEC-RAS ◦ -Fluctuate Discharge In Channel Until τ c Is Achieved ◦ -Fluctuate Discharge Until Flood Debris Elevation is Achieved
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Run Tape Measure down the Thalweg Establish Bench Mark Photo Credits: Gigi Richard
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Surveying the Thalweg o Slope = 0.0261 Photo Credit: Gigi Richard
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Surveying Cross Section 1 Surveying Cross Section 3 Photo Credits: Gigi Richard
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o Cross Sections 1 & 3 124 Feet Apart
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100 Grains Counted At Each Cross Section Average D 84 = 24 mm
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Shields Equation ◦ τ c = τ * c (ρ s – ρ w )gD 84 Where: τ * c = Dimensionless Shear Stress ρ s, ρ w = Density of Sediment (Quartz) & Water Respectively g = Gravitational Constant D 84 = 84 th Percentile of Grain Size Distribution
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Channel Forming Discharge = 4 cubic Feet per Second Frequency = ?? Distance From Left Bank (ft) HEC-RAS Model At Cross Section 1 Q = 4 ft 3 /s
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What was the discharge of this flow? Photo Credits: Teri Lindaur
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Surveyed High Water Mark Using Flood Debris Indicators Photo Credits: Gigi Richard
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Discharge of Flood on August 16, 2010 ≈ 200 cubic feet per second Distance From Left Bank (ft) HEC-RAS Model At Cross Section 1 Q = 200 ft 3 /s Flood Debris
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Photo Credits: Greg Indivero
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Video Credits: Teri Lindaur
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How often do these types of flows occur? ◦ Speculation ◦ Historical Events (September 7, 1978 ≈ 2,890 cfs) Photo Credits: Jim Johnson
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A Big Thank You Goes Out to the following: ◦ Dr. Gigi Richard ◦ Mrs. Teri Lindaur ◦ Mr. Con Trumbull ◦ Ms. HeidlHausner ◦ Mr. Frank Jacobs
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Arcement, G. J., 1989, Guide for selecting Manning's roughness co-efficients for natural channels and flood plain, USGS water-supply paper: 2339, v. 38. Cooke, R., Warren, A., Goudie, A., 1993, Desert Geomorphology: University College London, UCL Press Limited, p. 143-167. Becker, A., DiPema, L, Ladig, K, Wellik, J, and Richard, G., 2007, Channel morphology and channel-forming discharge of No Thoroughfare Canyon, Colorado, Geological Society of America, Abstracts with Programs, Vol. 39, No. 6, p. 306 Elliott, J.G. and Hammack, L.A., 2000, Entrainment of Riparian Gravel and Cobbles in an Alluvial Reach of a Regulated Canyon River: Regulated Rivers: Research and Management, v. 16, p. 37-50. Knighton, D., 1998, Fluvial Forms and Processes: A New Perspective. London: Arnold, p. 383 Richard, G.A., 2004, Flash Flooding at the Colorado National Monument 1921-2003: Colorado National Monument, National Park Service, p. 21 U.S. Army Corps of Engineers (USACOE), Hydrologic Engineering Center, 2010, HEC-RAS River Analysis System Hydraulic Reference Manual, Version 4.1, U.S. Army Corps of Engineers, Davis, CA, 417 pp. Van Steeter, M. M., and J. Pitlick. 1998, Geomorphology and endangered fish habitats of the upper Colorado River: historic changes in streamflow, sediment load, and channel morphology. Water Resources Research 34:303-316. Wilcock, P. R., 2001, Toward a practical method for estimating sediment transport rates in gravel-bed rivers, Earth Surf. Processes Landforms 26, 1395 –1408. Wilcock, P. R., Pitlick, J., Cui, Y., 2009, Sediment Transport Primer: Estimating Bed-Material Transport in Gravel-bed Rivers, U.S. Dept. of Agriculture, Forest Service, Rocky Mountain Research Station, 78 pp.
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