Application of surface-based bed load transport equations to a desert gravel-bed stream

Journal of Hydraulic Research

Volumn 44, Issue 5, 2006, Pages 624-630

  Duan, Jennifer G ^a   Chen, Li ^b   Scott, Steve ^c  

^a University of Arizona   (United States)

^b DESERT RESEARCH INSTITUTE   (United States)

^c US ARMY ENGINEER RESEARCH AND DEVELOPMENT CENTER   (United States)

Author keywords

Bed load; Desert; Fractional transport rate; Gravel bed river; Sediment transport; Urban stream

Indexed keywords

CHANNEL FLOW; COMPUTATIONAL METHODS; CORRELATION METHODS; EQUATIONS OF MOTION; GRAVEL; STREAM FLOW;

BED LOAD TRANSPORT; FRACTIONAL TRANSPORT RATE; GRAVEL-BED RIVER;

SEDIMENT TRANSPORT;

CHANNEL FLOW; COMPUTATIONAL METHODS; CORRELATION METHODS; EQUATIONS OF MOTION; GRAVEL; SEDIMENT TRANSPORT; STREAM FLOW;

BEDLOAD; CHANNEL FLOW; DESERT; EMPIRICAL ANALYSIS; FIELD METHOD; FLOW MEASUREMENT; GRAVEL BED STREAM; SEDIMENT TRANSPORT; STREAMFLOW;

EID: 33750551727     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2006.9521712     Document Type: Article

References (19)

1. Ackers, P. and White, W.R. (1973). "Sediment Transport: A New Approach and Analysis". J. Hydraul. Div. ASCE 99(11), 2041-2060.
2. Ayres Associates (2001). Nevada State Route 147 over Las Vegas Wash: Hydraulic, Scour, and Stability Analysis and Conceptual Countermeasure Design. Prepared for FHWA, Central Lands Highway Division. Fort Collins, CO.
3. Bray, D.I. (1979). "Estimating Average Velocity in Gravel-bed Rivers". J. Hydraul. Div. ASCE 105(9), 1103-1122.
4. Bunte, K., Abt, S.R., Potyondy, J.P. and Ryan, S.E. (2004). "Measurement of Coarse Gravel and Cobble Transport Using Portable Bedload Traps". J. Hydraul. Engng. 130(9), 879-893.
5. Chien, N. and Wan, Z. (1999). Mechanics of Sediment Transport. ASCE Press.
6. Covay, K.J. and Leiker, T.J. (1998). "Synthetic Organic Compounds in Water and Bottom Sediment from Streams, Detention Basins, and Sewage-Treatment Plant Outfalls in Las Vegas Valley, Nevada, 1997". U.S. Geological Survey Open-File Report 98-633.
7. Einstein, H.A. (1950). "The Bed Load Function for Sediment Transportation in Open Channel Flows". Tech. Bull. U.S. Dep. Agric. 1026.
8. Emmett, W.W. (1980). "A Field Calibration of the Sediment Trapping Characteristics of the Helley-Smith Bed Load Sampler". U.S. Geological Survey Professional Paper No. 1139.
9. Habersack, H.M. and Laronne, J.B. (2002). "Evaluation and Improvement of Bed Load Discharge Formulas based on Helley-Smith Sampling in an Alpine Gravel Bed River". J. Hydraul. Engng. 128(5), 484-499.
10. Helley, E.J. and Smith, W, (1971). "Development and Calibration of a Pressure-Difference Bedload Sampler". U.S. Geological Survey Water Resources Division Open-File Report, 18 pp.
11. Kellerhals, R. (1967). "Stable Channels with Gravel-paved Beds". J. Waterway Harbors Coastal Engng. Div. ASCE 93(1), 63-84.
12. LVWPCT (Las Vegas Wash Project Coordination Team) (2000). Las Vegas Wash Comprehensive Adaptive Management Plan. LVWPCT, Las Vegas, Nevada.
13. Parker, G. (1990). "Surface-based Bedload Transport Relation for Gravel Rivers". J. Hydraul. Res. 28(4), 417-436.
14. Parker, G., Klingeman, P.C. and McLean, D.L. (1982). "Bedload and Size Distribution in Paved Gravel-bed Streams". J. Hydraul. Div. ASCE 108(4), 544-571.
15. Proffitt, G.T. and Sutherland, A.J. (1983). "Transport of Nonuniform Sediments". J. Hydraul. Res. 21(1), 33-43.
16. U.S. Bureau of Reclamation (1982). Status Report. Las Vegas Wash Unit, Nevada, Colorado River Basin Salinity Control Project, Lower Colorado Region, Bureau of Reclamation, Boulder City, Nevada.
17. Wilcock, P.R. (1992). Experimental Investigation of the Effect of Mixture Properties on Transport Dynamics. In: Billi, P. et al. (eds), Dynamics of Gravel-Bed Rivers. John Wiley, New York, pp. 109-130.
18. Wilcock, P.R. and Crowe, J.C. (2003). "Surface-based Transport Model for Mixed-size Sediment". J. Hydraul. Engng. ASCE 129(2), 120-128.
19. Wu, W., Wang, S.S.Y. and Jia, Y. (2000). "Nonuniform Sediment Transport in Alluvial Rivers". J. Hydraul. Res. 38(6), 427-434.