TECHNICAL PAPERS
Jun 13, 2003

Duration of Probable Maximum Precipitation on Lake Catchments: Alternative Analysis

Publication: Journal of Hydrologic Engineering
Volume 8, Issue 4

Abstract

An analysis of records from a New Zealand lake illustrates two methods for estimating the duration of wet weather that will cause the probable maximum lake level. Method 1 shows that, in 68 years, the 17 top-ranked annual maximum levels coincide well with the 17 top-ranked annual maximum 14-day inflows, and not so well with shorter or longer maxima. Method 2 shows that the solution of the differential equation relating lake level, discharge, and inflow has a maximum level for a 14-day duration inflow and depends on the lake surface area, the rate of increase of lake discharge as the level rises, and the rate of decrease of average flood inflow as the duration of the average increases. During these floods, the wind is always from the northwest, rain is enhanced by an orographic barrier, and there are distinct 3-day episodes of unusually intense rain that coincide with slowly moving fronts that increase the orographic effect. Probable maximum precipitation estimates up to now have applied moisture maximization to just one of these episodes. However, the flood rises continue for many more days, with only minor recessions, and it is suggested that a sequence of two episodes over 14 days should be maximized when estimating the probable maximum precipitation.

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References

Abbs, D. J.(1999). “A numerical modeling study to investigate the assumptions used in the calculation of probable maximum precipitation.” Water Resour. Res., 35(3), 785–796.
Campbell, P. L. et al. (1994). “Addendum to probable maximum precipitation in New Zealand.” Rep. prepared for Electricity Corporation of New Zealand, New Zealand Meteorological Service, Wellington, New Zealand.
Hansen, E. M., Fenn, D. D., Corrigan, P., Vogel, J. L., Schreiner, L. C., and Stodt, R. W. (1994). “Probable maximum precipitation: Pacific Northwest states.” Hydrometeorological Rep. No. 57, National Weather Service, Silver Spring, Md.
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Katzfey, J.(1995b). “Simulation of extreme New Zealand precipitation events. II: Mechanisms and precipitation development.” Monthly Weather Review,123(3), 755–775.
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Thompson, S. M. (1993). “Estimation of probable maximum floods from the Southern Alps, New Zealand.” Proc., Yokohama Symposium on Extreme Hydrological Events: Precipitation, Floods, and Droughts, International Association for Hydrological Sciences, Wallingford, U.K., 299–305.
Tomlinson, A. I., and Thompson, C. S. (1992). “Probable maximum precipitation in New Zealand.” Rep. Prepared for Electricity Corporation of New Zealand, New Zealand Meteorological Service, Wellington, New Zealand.
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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 8Issue 4July 2003
Pages: 190 - 196

History

Received: Jul 2, 2002
Accepted: Dec 6, 2002
Published online: Jun 13, 2003
Published in print: Jul 2003

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Authors

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Stephen M. Thompson
Scientist, National Institute of Water and Atmospheric Research, Private Bag 14901, Wellington, New Zealand.

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