| contributor author | Vijay P. Singh | |
| contributor author | Lan Zhang | |
| date accessioned | 2017-05-08T21:24:09Z | |
| date available | 2017-05-08T21:24:09Z | |
| date copyright | November 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291084-0699%282007%2912%3A6%28651%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50082 | |
| description abstract | This study aims at deriving intensity-duration-frequency (IDF) curves from bivariate rainfall frequency analysis using the copula method, which does not assume the rainfall variables to be independent or normal or have the same type of marginal distributions. The bivariate distributions are then employed to determine conditional return periods and IDF curves needed for urban drainage design. The IDF curves are tested using rainfall data from catchments in Louisiana and are also compared with those of | |
| publisher | American Society of Civil Engineers | |
| title | IDF Curves Using the Frank Archimedean Copula | |
| type | Journal Paper | |
| journal volume | 12 | |
| journal issue | 6 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0699(2007)12:6(651) | |
| tree | Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 006 | |
| contenttype | Fulltext | |
