DISCUSSIONS AND CLOSURES
Dec 15, 2003

Discussion of “Extension of TR-55 for Microwatersheds” by Richard H. McCuen and Olu Okunola

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Publication: Journal of Hydrologic Engineering
Volume 9, Issue 1
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References

Chen, C. N., and Wong, T. S. W.(1993). “Critical rainfall duration for maximum discharge from overland plane.” J. Hydraul. Eng., 119(9), 1040–1045.
Wong, T. S. W. (1992). An introduction to kinematic wave method for storm drainage design, Hillview, Singapore.
Wong, T. S. W.(1994). “Kinematic wave celerity and time of concentration.” Hydrol. Sci. Technol., 10(1–4), 167–177.
Wong, T. S. W.(1995). “Time of concentration formulae for planes with upstream inflow.” Hydrol. Sci. J., 40(5), 663–666.
Wong, T. S. W.(1996a). “Influence of upstream inflow on wave celerity and time to equilibrium on an overland plane.” Hydrol. Sci. J., 41(2), 195–205.
Wong, T. S. W.(1996b). “Time of concentration and peak discharge formulas for planes in series.” J. Irrig. Drain. Eng., 122(4), 256–258.
Wong, T. S. W.(2002). “Use of resistance coefficient derived from single planes to estimate time of concentration of two-plane systems.” J. Hydraul. Res., 40(1), 99–104.
Wong, T. S. W.and Chen, C. N.(1997). “Time of concentration formula for sheet flow of varying flow regime.” J. Hydrol. Eng., 2(3), 136–139.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 9Issue 1January 2004
Pages: 68 - 69

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

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Tommy S. W. Wong, F.ASCE
Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.

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