| contributor author | A. Zoglat | |
| contributor author | S. EL Adlouni | |
| contributor author | F. Badaoui | |
| contributor author | A. Amar | |
| contributor author | C. G. Okou | |
| date accessioned | 2017-05-08T22:24:44Z | |
| date available | 2017-05-08T22:24:44Z | |
| date copyright | September 2014 | |
| date issued | 2014 | |
| identifier other | 44253355.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/80101 | |
| description abstract | The peaks over threshold (POT) is a widely used technique to describe the exceedances of hydrological data above a threshold. It is well known that, under some conditions, the exceedances distribution can be approximated by a generalized Pareto distribution (GPD). The lack of a generally accepted methodology for selecting the optimal threshold is a major issue of the POT technique. In this paper an integrated approach is proposed that combines some graphical approaches with some analytical approaches to identify the optimal threshold and estimate the shape parameter of the exceedances distribution. Such a combination intends to reduce the subjectivity in graphical methods, and to refine their finding by using rigorous mathematical tools of analytical methods. First, a statistical test is used to select the appropriate GPD fitting the exceedances. Then, three numerical approaches, namely the likelihood ratio test, square error method, and multiple threshold method, are applied to detect the optimal threshold above which exceedances can be approximated by a GPD. These techniques are illustrated in a case study of Loukkos basin, a water resource of great importance in Morocco. | |
| publisher | American Society of Civil Engineers | |
| title | Managing Hydrological Risks with Extreme Modeling: Application of Peaks over Threshold Model to the Loukkos Watershed, Morocco | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 9 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)HE.1943-5584.0000996 | |
| tree | Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 009 | |
| contenttype | Fulltext | |