| contributor author | Richard M. Vogel | |
| contributor author | Wilbert O. Thomas, Jr. | |
| contributor author | Thomas A. McMahon | |
| date accessioned | 2017-05-08T21:06:55Z | |
| date available | 2017-05-08T21:06:55Z | |
| date copyright | May 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-9496%281993%29119%3A3%28353%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/39213 | |
| description abstract | Uniform flood frequency guidelines in the United States recommend the use of the log Pearson type 3 (LP3) distribution in flood frequency investigations. Many investigators have suggested alternate models such as the generalized extreme value (GEV) distribution as an improvement over the LP3 distribution. Using flood‐flow data at 383 sites in the southwestern United States, we explore the suitability of various flood frequency models using | |
| publisher | American Society of Civil Engineers | |
| title | Flood‐Flow Frequency Model Selection in Southwestern United States | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 3 | |
| journal title | Journal of Water Resources Planning and Management | |
| identifier doi | 10.1061/(ASCE)0733-9496(1993)119:3(353) | |
| tree | Journal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 003 | |
| contenttype | Fulltext | |
