Use of Local Soil and Vegetation Classifications to Improve Regional Downstream Hydraulic Geometry Relations

Author:

Bomhof James1,Rennie Colin D.2,Jenkinson R. Wayne3

Affiliation:

1. Lake of the Woods Control Board, 373 Sussex Dr., Block E1, Ottawa, ON, Canada K1A 0H3 (corresponding author).

2. Dept. of Civil Engineering, Univ. of Ottawa, 161 Louis Pasteur, Ottawa, ON, Canada K1N 6N5.

3. National Research Council, Ocean, Coastal and River Engineering, 1200 Montreal Rd., Building M-32, Ottawa, ON, Canada K1A OR6.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference42 articles.

1. WIDTH OF STREAMS AND RIVERS IN RESPONSE TO VEGETATION, BANK MATERIAL, AND OTHER FACTORS

2. Applicability of chi-square to 2???2 contingency tables with small expected cell frequencies.

3. Copeland R. R. Biedenharn D. S. and Fischenich J. C. (2000). “Channel-forming discharge.” U.S. Army Corps of Engineers Technical Note Engineer Research and Development Center Coastal and Hydraulics Lab (ERDC/CHL CHETN-VIII-5 1-11) Vicksburg MS.

4. Copeland R. Soar P. and Thorne C. (2005). “Channel-forming discharge and hydraulic geometry width predictors in meandering sandbed rivers.” Proc. 2005 World Water and Environmental Resources Congress: Impacts of Global Change ASCE Reston VA.

5. Resistance to flow past deformable boundaries

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