DISCUSSIONS AND CLOSURES
Jan 1, 2005

Discussion of “Kinematic Wave Model of Urban Pavement Rainfall-Runoff Subject to Traffic Loadings” by Chad M. Cristina and John J. Sansalone

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Publication: Journal of Environmental Engineering
Volume 131, Issue 1
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References

Wong, T. S. W. (1994). “Kinematic wave celerity and time of concentration.” Hydrol. Sci. Technol., 10(1–4), 167–177.
Wong, T. S. W. (1998a). “Discover the sequence of urbanisation embedded in time of concentration formulae.” NOVATECH ’98: Proc., 3rd Int. Conf. on Innovative Technologies in Urban Storm Drainage, Lyon, France, 1, Groupe de Recherche Rhone-Alpes sur les Infrastructures et l'Eau, Villeurbanne, France, 115–120.
Wong, T. S. W. (1998b). “Discussion of ‘Rainfall-runoff processes and modelling,’ by G. O’Loughlin, W. Huber, and B. Chocat.” J. Hydraul. Res., 36(2), 281–283.
Wong, T. S. W. (2001). “Formulas for time of travel in channel with upstream inflow.” J. Hydrologic Eng., 6(5), 416–422.
Wong, T. S. W., and Li, Y. (1998). “Assessment of changes in overland time of concentration for two opposing urbanization sequences.” Hydrol. Sci. J., 43(1), 115–130.
Woolhiser, D. A., and Liggett, J. A. (1967). “Unsteady one-dimensional flow over a plane—the rising hydrograph.” Water Resour. Res., 3(3), 753–771.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 1January 2005
Pages: 170

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Published online: Jan 1, 2005
Published in print: Jan 2005

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Tommy S. W. Wong, F.ASCE [email protected]
Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798. E-mail: [email protected]

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