DISCUSSIONS AND CLOSURES
Dec 15, 2003

Discussion of “Runoff Capture and Delivery Curves for Storm-Water Quality Control Designs” by James C. Y. Guo and Ben Urbonas

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Publication: Journal of Water Resources Planning and Management
Volume 130, Issue 1
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References

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Adams, B. J., and Papa, F. (2000). Urban stormwater management planning with analytical probabilistic models, Wiley, New York.
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Guo, Y., and Adams, B. J.(1998a). “Hydrologic analysis of urban catchments with event-based probabilistic models 1: Runoff volume.” Water Resour. Res., 34(12), 3241–3431.
Guo, Y., and Adams, B. J.(1998b). “Hydrologic analysis of urban catchments with event-based probabilistic models 2: Peak discharge rate.” Water Resour. Res., 34(12), 3433–3443.
Howard, C. D. D.(1976). “Theory of storage and treatment-plant overflows.” J. Environ. Eng. Div. (Am. Soc. Civ. Eng.), 102(4), 709–722.
Kauffman, G. M. (1987). “A comparison of analytical and simulation models for drainage system design.” MASc. thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
Li, J. Y., and Adams, B. J.(2000). “Probabilistic models for analysis of urban runoff control systems.” J. Environ. Eng., 126(3), 217–224.
Seto, M. Y. K. (1984). “Comparison of alternative derived probability distribution models for urban stormwater management.” MASc. thesis, Dept. of Civil Engineering, Univ. of Toronto, Toronto.
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Journal of Water Resources Planning and Management
Volume 130Issue 1January 2004
Pages: 88

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Published online: Dec 15, 2003
Published in print: Jan 2004

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Fabian Papa, M.ASCE
Valdor Engineering, Inc., 216 Chrislea Rd., Ste. 501, Woodbridge ON, Canada L4L 8S5.

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