Discussion of “Graphical Sizing of Small Single-Outlet Detention Basins in the Semiarid Southwest” by David C. Froehlich
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 5
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References
Basha, H. A. (1994). “Nonlinear reservoir routing: Particular analytical solution.” J. Hydraul. Eng., 120(5), 624–632.
Chow, V. T. (1959). Open-channel hydraulics, Section 17.8, Mc-Graw Hill, New York.
Graber, S. D. (2009a). “Generalized numerical solution for detention basin design.” J. Irrig. Drain Eng., 135(4), 487–492.
Graber, S. D. (2009b). “Rain loads and flow attenuation on roofs.” J. Archit. Eng., 15(3), 91–101.
Graber, S. D. (2010). “Generalized method for stormwater pumping station design.” J. Hydrol. Eng., 15(11), 901–908.
Young, C. B., McEnroe, B. M., and Rome, A. C. (2009). “Empirical determination of rational method runoff coefficients.” J. Hydrol. Eng., 14(12), 1283–1289.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 137 • Issue 5 • May 2011
Pages: 340 - 341
Copyright
© 2011 American Society of Civil Engineers.
History
Received: Apr 15, 2010
Accepted: Apr 30, 2010
Published online: Apr 15, 2011
Published in print: May 1, 2011
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P.E.
Consulting Engineer, 118 Larson Road, Stoughton, MA 02072. E-mail: [email protected]
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