DISCUSSIONS AND CLOSURES
Aug 15, 2011

Discussion of “Generalized Method for Storm-Water Pumping Station Design” by S. David Graber

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Publication: Journal of Hydrologic Engineering
Volume 16, Issue 9
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References

ASCE. (1992). “Design and construction of urban stormwater management systems.” ASCE Manuals and Rep. of Engineering Practice No. 77, New York.
ASCE. (2006). “Standard guidelines for the design of urban stormwater systems.” ASCE/EWRI 45-05, Reston, VA.
Baker, W. R. (1977). “Stormwater detention basin design for small drainage areas.” Public Works, 17(3), 75–79.
Burton, K. R. (1980). “Stormwater detention basin sizing.” J. Hydraul. Div., 106(3), 437–439.
Chow, V. T., Maidment, D. R., and Mays, L. W. (1988). Applied hydrology, McGraw-Hill, New York.
Froehlich, D. C. (1993). “Short duration rainfall-intensity equations for drainage design.” J. Irrig. Drain Eng., 119(5), 814–828.
Froehlich, D. C. (1994). “Sizing small stormwater pump stations.” Water Resour. Bull., 30(6), 1055–1062.
Graber, S. D. (2009). “Generalized numerical solution for detention basin design.” J. Irrig. Drain Eng., 135(4), 487–492.
Tourbier, J. T., and Westmacott, R. (1981). Water resources protection technology, The Urban Land Institute, Washington, DC.
Walesh, S. G. (1989). Urban surface water management, Wiley, New York.
Wanielista, M. P. (1978). Stormwater management—Quantity and quality, Ann Arbor Science, Ann Arbor, MI.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 16Issue 9September 2011
Pages: 758 - 760

History

Received: Dec 6, 2010
Accepted: Dec 28, 2010
Published online: Aug 15, 2011
Published in print: Sep 1, 2011

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David C. Froehlich, Ph.D., M.ASCE [email protected]
P.E.
Consultant, 303 Frenchmans Bluff Dr., Cary, NC 27513. E-mail: [email protected]

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