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Estimation of probable maximum precipitation 24-h (PMP 24-h) through statistical methods over Iran
by
Fattahi, Ebrahim
, Habibi, Maral
in
Adequacy
/ Annual rainfall
/ Coefficients
/ Dams
/ Estimation
/ Floods
/ Hydrologic data
/ International organizations
/ Mathematical analysis
/ Maximum probable flood
/ Nuclear power plants
/ Overflow
/ Precipitation
/ Probable maximum precipitation
/ Rain
/ Runoff
/ Skewness
/ Standard deviation
/ Statistical analysis
/ Statistical methods
/ Storms
/ Variability
/ Water transfer
/ Watersheds
2022
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Estimation of probable maximum precipitation 24-h (PMP 24-h) through statistical methods over Iran
by
Fattahi, Ebrahim
, Habibi, Maral
in
Adequacy
/ Annual rainfall
/ Coefficients
/ Dams
/ Estimation
/ Floods
/ Hydrologic data
/ International organizations
/ Mathematical analysis
/ Maximum probable flood
/ Nuclear power plants
/ Overflow
/ Precipitation
/ Probable maximum precipitation
/ Rain
/ Runoff
/ Skewness
/ Standard deviation
/ Statistical analysis
/ Statistical methods
/ Storms
/ Variability
/ Water transfer
/ Watersheds
2022
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Estimation of probable maximum precipitation 24-h (PMP 24-h) through statistical methods over Iran
by
Fattahi, Ebrahim
, Habibi, Maral
in
Adequacy
/ Annual rainfall
/ Coefficients
/ Dams
/ Estimation
/ Floods
/ Hydrologic data
/ International organizations
/ Mathematical analysis
/ Maximum probable flood
/ Nuclear power plants
/ Overflow
/ Precipitation
/ Probable maximum precipitation
/ Rain
/ Runoff
/ Skewness
/ Standard deviation
/ Statistical analysis
/ Statistical methods
/ Storms
/ Variability
/ Water transfer
/ Watersheds
2022
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Estimation of probable maximum precipitation 24-h (PMP 24-h) through statistical methods over Iran
Journal Article
Estimation of probable maximum precipitation 24-h (PMP 24-h) through statistical methods over Iran
2022
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Overview
Estimating the probable maximum precipitation (PMP) is necessary to calculate the probable maximum flood (PMF). It is of high importance in checking the adequacy of dam overflow capacity and other development and water transfer plans of a given area. In this research, using the for an annual 24-hour maximum rainfall data set of 45 synoptic stations throughout the country, the PMP values were calculated through the original Hershfield method and then the Hershfield-Desa method. By comparing the obtained results of 24-hour PMP estimation through the two mentioned methods, it is found that the estimation of PMP values in the original/first Hershfield method is well higher than the expected value (2.54 to 4.03). While in the modified method (Desa method), PMP values are significantly reduced and seem more reasonable (1.02 to 1.3). Meanwhile, the calculated variability and skewness coefficients also indicated more variability of PMP values in the southern stations of the country compared to rainy regions, which makes the estimation of PMP in the southern regions of the country considerably unreliable.
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