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3.30 Chapter Three<br />

REFERENCES<br />

HYDRAULICS OF OPEN CHANNEL FLOW<br />

Ackers, P., “Resistance to Fluids <strong>flow</strong>ing in Channels and Pipes,” Hydraulic Research Paper No. 1,<br />

Her Majety’s Stationery Office, London, 1958.<br />

Aisenbrey, A. J., Jr., R. B., Hayes, H. J., Warren, D. L., Winsett, and R. B. Young, Design <strong>of</strong> Small<br />

Canal Structures, U.S. Department <strong>of</strong> Interior, Bureau <strong>of</strong> Reclamation, Washington, DC 1978.<br />

Arcement, G. J., and V. R. Schneider, “Guide for Selecting Manning’s Roughness Coefficients for<br />

Natural Channels and Flood Plains,” Water Supply Paper 2339, U.S. Geological Survey,<br />

Washington, DC, 1989.<br />

Barnes, H. H., “Roughness Characteristics <strong>of</strong> Natural Channels,” U.S. Geological Survey Water<br />

Supply Paper No. 1849, U.S. Geological Survey, Washington, DC. 1967.<br />

Beasley, J. G., An Investigation <strong>of</strong> the Data Requirements <strong>of</strong> Ohio for the HEC-2 Water Surface<br />

Pr<strong>of</strong>iles Model, Master’s thesis, Ohio State University, Columbus, 1973.<br />

Chaudhry, M. H., Open-Channel Flow, Prentice-Hall, New York 1993.<br />

Chaudhry, M. H., Applied Hydraulic Transients, Van Nostrand Reinhold, New York, 1987.<br />

Chow, V. T., Open-Channel Hydraulics, McGraw-Hill, New York, 1959.<br />

Cox, R. G., “Effective Hydraulic Roughness for Channels Having Bed Roughness Different from<br />

Bank Roughness,” Miscellaneous Paper H-73-2, U.S. Army Engineers Waterways Experiment<br />

Station, Vicksburg, MS, 1973.<br />

Coyle, J. J. “Grassed Waterways and Outlets,” Engineering Field Manual, U.S. Soil Conservation<br />

Service, Washington, DC, April, 1975, pp. 7-1–7-43.<br />

Einstein, H. A., “The Bed Load Function for Sediment Transport in Open Channel Flows.<br />

Technical Bulletin No. 1026, U.S. Department <strong>of</strong> Agriculture, Washington, DC, 1950.<br />

Einstein, H. A., and R. B. Banks, “Fluid Resistance <strong>of</strong> Composite Roughness,” Transactions <strong>of</strong> the<br />

American Geophysical Union, 31(4): 603–610, 1950.<br />

Esc<strong>of</strong>fier, F. F., “A Graphical Method for Investigating the Stability <strong>of</strong> Flow in Open Channels<br />

or in Closed Conduits Flowing Full,” Transactions <strong>of</strong> the American Geophysical Union, 31(4),<br />

1950.<br />

Esc<strong>of</strong>fier, F. F., and M. B. Boyd, “Stability Aspects <strong>of</strong> Flow in Open Channels,” Journal <strong>of</strong> the<br />

Hydraulics Division, American Society <strong>of</strong> Civil Engineers, 88(HY6): 145–166, 1962.<br />

Fischenich, J. C., “Hydraulic Impacts <strong>of</strong> Riparian Vegetation: Computation <strong>of</strong> Resistance,” EIRP<br />

Technical Report EL-96-XX, U.S. Army Engineers Waterways Experiment Station, Vicksburg,<br />

MS, August 1996.<br />

Flippin-Dudley, S. J., “Vegetation Measurements for Estimating Flow Resistance,” Doctoral dissertation,<br />

Colorado State University, Fort Collins, 1997.<br />

Flippin-Dudley, S. J., S. R. Abt, C. D. Bonham, C. C. Watson, and J. C. Fischenich, “A Point<br />

Quadrant Method <strong>of</strong> Vegetation Measurement for Estimating Flow Resistance,” Technical Report<br />

No. EL-97-XX, U.S. Army Engineers Waterways Experiment Station, Vicksburg, MS, 1997.<br />

French, R. H., Hydraulic Processes on Alluvial Fans. Elsevier, Amsterdam, 1987.<br />

French, R. H., Open-Channel Hydraulics, McGraw-Hill, New York, 1985.<br />

Guy, H. P., D. B. Simons, and E. V. Richardson, “Summary <strong>of</strong> Alluvial Channel Data from Flume<br />

Experiments, 1956-61,” Pr<strong>of</strong>essional Paper No. 462-1, U.S. Geological Survey, Washington, DC,<br />

1966.<br />

Henderson, F. M., Open Channel Flow, Macmillan, New York, 1966.<br />

Hoggan, D. H., Computer-Assisted Floodplain Hydrology & Hydraulics, McGraw-Hill, New York,<br />

1989.<br />

Horton, R. E., “Separate Roughness Coefficients for Channel Bottom and Sides,” Engineering<br />

News Record, 3(22): 652–653, 1933.<br />

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