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contributor authorJohn Bellamy
contributor authorGlenn Tootle
contributor authorSnehalata Huzurbazar
contributor authorLarry Pochop
contributor authorAnthony Barnett
date accessioned2017-05-08T21:49:40Z
date available2017-05-08T21:49:40Z
date copyrightJuly 2013
date issued2013
identifier other%28asce%29he%2E1943-5584%2E0000721.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63602
description abstractThe limited length of instrumental streamflow data impacts the true magnitude of natural interdecadal variability of water delivered from the Upper Green River Basin (UGRB). This limited period of instrumental record can be expanded by utilizing proxy records (reconstructed streamflow) derived from tree rings. Recent research has resulted in the development of nine streamflow reconstructions spatially located throughout the UGRB. This paper utilizes four of those nine reconstructed streamflow records and instrumental records to compare and analyze differences between the two streamflow records—human and natural. Three approaches were used for comparison and analysis: (1) Weibull distribution, (2) compound renewal, and (3) drought risk using bivariate probability distribution functions. This analysis has resulted in magnitude-duration-frequency curves for UGRB drought. Such probability curves and stochastic analysis can then be utilized in light of compact agreements and system storage to answer questions such as “How bad is it right now and what can we expect to happen next year?” This case study is intended to show statistical and observed differences between human (short-term) and natural (long-term) streamflow records and specifically target differences in long-term drought characteristics for this drainage basin.
publisherAmerican Society of Civil Engineers
titleCase Study of Drought Frequency and Risk Analysis in the Upper Green River Basin, Wyoming
typeJournal Paper
journal volume18
journal issue7
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000698
treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 007
contenttypeFulltext


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