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contributor authorJos Samuel
contributor authorPaulin Coulibaly
contributor authorRobert A. Metcalfe
date accessioned2017-05-08T21:48:54Z
date available2017-05-08T21:48:54Z
date copyrightMay 2011
date issued2011
identifier other%28asce%29he%2E1943-5584%2E0000359.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63212
description abstractRegionalization, a process of transferring hydrological information [i.e., parameters of a conceptual rainfall-runoff model, namely, the McMaster University-Hydrologiska Byråns Vattenbalansavdelning (MAC-HBV)] from gauged to ungauged basins, was applied to estimate continuous flows in ungauged basins across Ontario, Canada. To identify appropriate regionalization methods, different regionalization methods were applied, including the spatial proximity [i.e., kriging, inverse distance weighted (IDW), and mean parameters], physical similarity, and regression-based approaches. Furthermore, an approach coupling the spatial-proximity (IDW) method and the physical similarity approach is proposed. The analysis results show that the coupled regionalization approach as well as the IDW and kriging produce better model performances than the remaining three. Further investigations show that the coupled-regionalization approach provides slightly better performances than the other two spatial proximity methods. In addition, a modified Monte Carlo simulation method is used to assess the estimated flow confidence intervals. The prediction confidence intervals provide additional information on the range of variability of the simulated continuous streamflow in the ungauged basins, and this can be particularly useful for decision making, such as environmental flow determination in ungauged basins.
publisherAmerican Society of Civil Engineers
titleEstimation of Continuous Streamflow in Ontario Ungauged Basins: Comparison of Regionalization Methods
typeJournal Paper
journal volume16
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000338
treeJournal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 005
contenttypeFulltext


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