contributor author | Richard M. Vogel | |
contributor author | Ian Wilson | |
date accessioned | 2017-05-08T21:23:04Z | |
date available | 2017-05-08T21:23:04Z | |
date copyright | April 1996 | |
date issued | 1996 | |
identifier other | %28asce%291084-0699%281996%291%3A2%2869%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49344 | |
description abstract | L-moment diagrams are constructed for annual minimum, average, and maximum streamflows at more than 1,455 river basins in the United States. Goodness-of-fit comparisons reveal that the generalized extreme value (GEV), three-parameter lognormal (LN3) and the log Pearson Type III (LP3) distributions provide good approximations to the distribution of annual maximum flood flows. These results are consistent with other L-moment studies. A World Meteorological Organization survey of 54 agencies in 28 countries reveals that the LN3 distribution is not a standard in any country, GEV is a standard in one country, and LP3 is a standard in seven countries. The time is ripe for agencies and countries to reevaluate their standards with respect to the choice of a suitable model for flood frequency analysis. L-moment diagrams also reveal that among numerous alternatives, the Pearson Type III (P3) distribution provides the best fit to both annual minimum and annual average streamflows. | |
publisher | American Society of Civil Engineers | |
title | Probability Distribution of Annual Maximum, Mean, and Minimum Streamflows in the United States | |
type | Journal Paper | |
journal volume | 1 | |
journal issue | 2 | |
journal title | Journal of Hydrologic Engineering | |
identifier doi | 10.1061/(ASCE)1084-0699(1996)1:2(69) | |
tree | Journal of Hydrologic Engineering:;1996:;Volume ( 001 ):;issue: 002 | |
contenttype | Fulltext | |