Author : United States. Office of Hydrology. Hydrometeorological Branch
Publisher :
Page : 108 pages
File Size : 35,62 MB
Release : 1966
Category : Floods
ISBN :
The purpose of this report is to provide meteorological data needed to estimate probable maximum flood from the Yukon River drainage basin above a proposed dam site at Rampart, Alaska.
Author : United States. Office of Hydrology. Hydrometeorological Branch
Publisher :
Page : 108 pages
File Size : 35,31 MB
Release : 1966
Category : Flood control
ISBN :
The purpose of this report is to provide meteorological data needed to estimate probable maximum flood from the Yukon River drainage basin above a proposed dam site at Rampart, Alaska.
Author : John T. Riedel
Publisher :
Page : 88 pages
File Size : 33,58 MB
Release : 1973
Category : Flood forecasting
ISBN :
Author : John T. Riedel
Publisher :
Page : 128 pages
File Size : 36,19 MB
Release : 1969
Category : Precipitation (Meteorology)
ISBN :
Author : United States. Bureau of Reclamation
Publisher :
Page : 590 pages
File Size : 24,97 MB
Release : 1976
Category : Concrete dams
ISBN :
Author : United States. Bureau of Reclamation
Publisher :
Page : 932 pages
File Size : 14,59 MB
Release : 1977
Category : Arch dams
ISBN :
Author : John Frederick Miller
Publisher :
Page : 56 pages
File Size : 28,75 MB
Release : 1975
Category : Hydrometeorology
ISBN :
Author : United States. National Weather Service
Publisher :
Page : 932 pages
File Size : 47,37 MB
Release : 1975
Category : Hydrology
ISBN :
Author :
Publisher :
Page : 168 pages
File Size : 31,26 MB
Release : 1970
Category : Precipitation (Meteorology)
ISBN :
Author : Francis K. Schwarz
Publisher :
Page : 180 pages
File Size : 11,61 MB
Release : 1969
Category : Hydrometeorology
ISBN :
Generalized estimates of precipitation are necessary for consistent spillway design for projects within any given region. The Tennessee Valley Authority is giving increased emphasis to this approach. Toward this end the present report provides generalized estimates o f1- to 72-hr. precipitation extremes for basins ranging in size from a few square miles to about 3000 miles. Antecedent rainfall criteria are provided also for use as indices to soil moisture conditions and existing streamflows at the beginning of critical rainfalls. The detailed probable maximum precipitation estimates of this report supersede within the Tennessee River watershed previous generalized estimates published in Hydrometeorological Report No. 33.
