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NTIS 바로가기Journal of hydraulic engineering, v.110 no.10, 1984년, pp.1457 - 1472
Wang, Bi‐Huei (Sr. Assoc., and Chf. Hydro., Harza Engrg. Co., Chicago, Ill.)
Depending on the type, scope and location of the project, availability of data, stage of the study and other considerations, the probable maximum precipitation (PMP) used in the probable maximum flood (PMF) analysis may be a generalized estimate taken from publications such as: Hydrometeorological Reports 49 and 51 published by the U. S. National Weather Service. It also may be estimated based on a site specific study by a hydrometeorological analysis, application of hurricane model or a statistical method. A number of case studies, each for a project of different nature and scope located in an area of different physiographic and climatic conditions, is presented. By presenting these case studies, the writer wishes to share his experience on application of available techniques for the estimates of PMP.
“Application of Probable Maximum Precipitation Estimates-United States East of the 105th Meridian ” Hydrometeorological Report No. 52 National Weather Service Silver Spring Md. Aug. 1982.
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“Hop Brook Dam and Reservoir Hop Brook Housatonic River Basin Connecticut ” Design Memorandum No. 1-Hydrology Office of the Chief of Engineers U.S. Army Corps of Engineers Washington D.C. Apr. 10 1964.
“Manual for Estimation of Probable Maximum Precipitation ” Operational Hydrology Report No. 1 WMO-No. 332 World Meteorological Organization Geneva Switzerland 1973.
Mantellini P. T. Wang B. H. and Jawed K. “Re‐evaluation of Design Flood for Guri Dam ” presented at the Apr. 1982 ASCE National Convention held at Las Vegas Nev.
“Precipitation‐Frequency Atlas of the Western United States ” Vol. 1: Montana and Vol. III: Colorado Atlas 2 National Weather Service Silver Spring Md. 1973.
Preliminary Memorandum HUR 7‐97 and Memorandum HUR 7‐79A Table 2 by the National Weather Service Silver Spring Md. 1968 p. 15.
“Probable Maximum Precipitation Estimates Colorado River and Great Basin Drainages ” Hydrometeorological Report No. 49 National Weather Service Silver Spring Md. 1977.
“Probable Maximum Precipitation Estimates United States East of the 105th Meridian ” Hydrometeorological Report No. 51 National Weather Service Silver Spring Md. 1978.
Riedel J. T. Wang B. H. and Diebel J. L. “Site Specific Probable Maximum Precipitation Estimates Upper South Platte River Basin Colorado ” presented at the June 1982 American Water Resources Association International Symposium on Hydrometeorology.
“Seasonal Variation of the Probable Maximum Precipitation East of the 105th Meridian for Areas from 10 to 1 000 Square Miles and Duration of 6 12 24 and 48 Hours ” Hydrometeorology Report No. 33 U.S. Weather Bureau Washington D.C. 1956.
“Standards for Determining Design Basis Flooding at Power Reactor Sites ” ANS‐2.8 American National Standard ANSIN 170‐1976 American Nuclear Society 1977.
Wang, Bi‐Huei, Revell, Russell W.. Conservatism of Probable Maximum Flood Estimates. Journal of hydraulic engineering, vol.109, no.3, 400-408.
“World Atlas of Sea Surface Temperature ” U.S. Navy Washington D.C. 1954.
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