| contributor author | Charles N. Kroll | |
| contributor author | Richard M. Vogel | |
| date accessioned | 2017-05-08T21:23:32Z | |
| date available | 2017-05-08T21:23:32Z | |
| date copyright | March 2002 | |
| date issued | 2002 | |
| identifier other | %28asce%291084-0699%282002%297%3A2%28137%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/49646 | |
| description abstract | Estimates of low streamflow statistics are required for a variety of water resource applications. At gauged river sites, the estimation of low streamflow statistics requires estimation of annual n-day minimum streamflows, selection of a probability distribution to describe annual minimums, and estimation of the distribution’s parameters. Using L-moment diagrams, the ability of various probability distributions to describe low streamflow series was examined at 1,505 gauged river sites in the United States. A weighted distance statistic was developed to compare the goodness-of-fit of different probability distributions for describing low streamflow series. Compared to perennial streamflow sites, a shift of L-moments ratios was observed at intermittent river sites where discharge is sometimes reported as zero. An analytical experiment compared the observed shifts in L-moment ratios at intermittent sites with theoretical L-moment ratio shifts for a number of real- and log-spaced probability distributions. Results of these experiments indicate that Pearson Type III and the 3-parameter lognormal distributions should be the recommended distributions for describing low streamflow statistics in the United States at intermittent and nonintermittent (perennial) sites, respectively. | |
| publisher | American Society of Civil Engineers | |
| title | Probability Distribution of Low Streamflow Series in the United States | |
| type | Journal Paper | |
| journal volume | 7 | |
| journal issue | 2 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0699(2002)7:2(137) | |
| tree | Journal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 002 | |
| contenttype | Fulltext | |