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Notes: Additional Physical Form: Also available on microfilm from Bell & Howell, Micro Photo Division, and the University of Florida. Dates or Sequential Designation:

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Full text of "Hydraulic research in the United States"

Full text of "Hydraulic research in the United States" See other formats

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where n is Manning’s n factor or coefficient. See also Bazin discharge formula; Kutter formula. Chézy resistance factor The friction coefficient Cz used in the Chézy formula. Chicago hydrograph method A computational technique for the analysis of Chicago’s drainage problems. It may be modified for appliion to other urban areas.

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Full text of "Hydraulic research in the United States"

Full text of "Hydraulic research in the United States" See other formats


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Flume – Sections (2) to (3) The slope of the flume section is determined from Manning’s equation 2 • ⎛ Vn ⎞ ( S ) = ⎜ 2 / 3 ⎟ . A Manning’s n = 0.018 is suggested for concrete channels. ⎝R ⎠ Some designers increase this slope by 10% to provide a margin of safety on flow capacity of the flume.

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