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contributor authorAhmad J. Shaaban
contributor authorM. Z. M. Amin
contributor authorZ. Q. Chen
contributor authorN. Ohara
date accessioned2017-05-08T21:48:52Z
date available2017-05-08T21:48:52Z
date copyrightDecember 2011
date issued2011
identifier other%28asce%29he%2E1943-5584%2E0000326.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63179
description abstractThe future projections of climate change by means of global climate models of the Earth provide fundamental coarse-grid-resolution hydroclimate data for studies of the effect of climate change on water resources. This paper reports on a study that was performed during 2001–2006, in which the climate change simulations of the coupled global climate model of the Canadian Center for Climate Modeling and Analysis were downscaled by a regional hydroclimate model of Peninsular Malaysia (RegHCM-PM) to the scale of the subregions and watersheds of Peninsular Malaysia (PM), to assess the effect of future climate change on its water resources. On the basis of the simulations of hydroclimatic conditions during the historical period of 1984–1993 and future periods of 2025–2034 and 2041–2050, this report concludes that the overall mean monthly streamflow is approximately the same during both the future period, and the historical period for most of the watersheds of Peninsular Malaysia, except Kelantan and Pahang. In those two watersheds, a significant increase occurs in the overall mean monthly streamflow during the future period. In the future, high flow conditions will be magnified in the Kelantan, Terengganu, Pahang, and Perak River watersheds during the wet months, whereas low monthly flows will be significantly lower in the Selangor and Klang watersheds during the dry months.
publisherAmerican Society of Civil Engineers
titleRegional Modeling of Climate Change Impact on Peninsular Malaysia Water Resources
typeJournal Paper
journal volume16
journal issue12
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000305
treeJournal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 012
contenttypeFulltext


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