TECHNICAL PAPERS
Oct 1, 1986

Evolution of PMP Cooperative Studies

Publication: Journal of Water Resources Planning and Management
Volume 112, Issue 4

Abstract

A brief prospective of hydrologic analysis used for determination of spillway sizing is presented. The paepr describes the procedures for determining a reasonable upper limit of flood potential for a given drainage basin. In 1936, the National Weather Service and the Corps of Engineers reached a cooperative agreement whereby meteorologists of the Weather Service would use their professional capabilities to develop probable maximum precipitation estimates. In recent years the Bureau of Reclamation and the Soil Conservation Service have joined forces with the Weather Service and the Corps of Engineers in the preparation of hydrometeorological reports. The four agencies are presently engaged in a major study of probable maximum precipitation for the northwest United States. Information on major storms and floods is included that supports the hydrometeorological approach. The paper points out that the major federal dam construction agencies have been meeting regularly and are using the same basic hydrometeorological approach to size spillways.

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References

1.
Bonar, F. C., and Stermitz, F., “Floods of June 1984 in Northwestern Montana,” U.S. Geological Survey Water Supply Paper 1840‐B, 1967.
2.
Boston Society of Civil Engineering, “Report of the Committee on Floods,” Journal of the Boston Society of Civil Engineers, VolXXIX, Boston, Mass., Jan., 1942.
3.
Chow, V. T., “Runoff,” Handbook of Applied Hydrology, 1st ed., McGraw‐Hill Book Co., New York, N.Y., 1964.
4.
Hansen, E. M., Schwarz, F. K., Reidel, J. T., “Probable Maximum Precipitation Estimates Colorado River and Great Basin Drainages,” Hydrometeorological Report No. 49, National Weather Services, National Oceanic and Atmospheric Administration, U.S. Department of Commerce, Silver Spring, Md., Sept., 1977.
5.
Hansen, E. M., Schreiner, L. C., and Miller, J. F., “Application of Probable Maximum Precipitation Estimates—United States East of the 105th Meridian,” Hydrometeorological Report No. 52, National Weather Service, National Oceanic and Atmospheric Administration, U.S. Department of Commerce, Washington, D.C., Aug., 1982.
6.
Hill, J. D., “An Apparent New Record for Extreme Rainfall,” Weatherwise, Vol. 33, No. 4, Aug., 1980, pp. 157–161.
7.
Miami Conservancy District, Ohio, “Storm Rainfall of Eastern United States,” Technical Report, Part V, Dayton, Ohio, Oct., 1917.
8.
Miller, J. F., Hansen, E. M., Fenn, D. D., and Schreiner, L. C., and Jensen, D. T., “Probable Maximum Precipitation Estimates—United States Between the Continental Divide and the 103rd Meridian,” Hydrometeorological Report No. 55, National Weather Service, National Oceanic Atmospheric Administration, U.S. Department of Commerce, Silver Spring, Md., Mar., 1984.
9.
Reidel, J. T., and Schreiner, L. C., “Comparison of Generalized Estimates of Probable Maximum Precipitation with Greatest Observed Rainfalls,” National Oceanic and Atmopsheric Administration Technical Report No. 25, National Weather Service, U.S. Department of Commerce, Washington, D.C., Mar., 1980.
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Schreiner, L. C., and Riedel, J. T., “Probable Maximum Precipitation Estimates, United States East of the 105th Meridian,” Hydrometeorological Report No. 51, National Weather Service, National Oceanic and Atmospheric Administration, U.S. Department of Commerce, Washington, D.C., Oct., 1961.
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U.S. Weather Bureau, “Interim Report—Generalized Estimates of Maximum Possible Precipitation Over the United States East of 105th Meridian for Areas of 10,200, and 500 Square Miles,” Hydrometeorological Report No. 23, U.S. Department of Commerce, Washington, D.C., 1947.
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U.S. Weather Bureau, “Seasonal Variation of the Probable Maximum Precipitation East of the 105th Meridian for Areas from 10 to 1,000 Square Miles and Durations of 6, 12, 24, and 48 hours,” Hydrometeorological Report No. 33, U.S. Department of Commerce, Washington, D.C., Nov., 1956.
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U.S. Weather Bureau, “Probable Maximum Precipitation, Susquehanna River River Drainage above Harrisburg, PA,” Hydrometeorological Report No. 40, U.S. Department of Commerce, Washington, D.C., 1965.
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U.S. Weather Bureau, “Probable Maximum Precipitation and Snowmelt Criteria for Red River of the North Above Pembina, and Souris River Above Minot, North Dakota,” Hydrometeorological Report No. 48, U.S. Department of Commerce, Washington, D.C., 1973.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 112Issue 4October 1986
Pages: 516 - 526

History

Published online: Oct 1, 1986
Published in print: Oct 1986

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Authors

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Eugene A. Stallings, M. ASCE
Hydr. Engr., Corps of Engrs., Office of Chf. of Engrs., 20 Massachusetts Ave., Washington, DC 20314
A. G. Cudworth
Head, Flood Sec., Engrg. Research Ctr., Bureau of Reclamation, Denver, CO
E. M. Hansen
Chmn. Hydrometeorological Branch, National Weather Service, NOAA, Silver Spring, MD
W. A. Styner
Hydr. Engr., West Natl. Tech. Soil Conservation Service, Portland, OR

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