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dc.contributor.authorJennifer N. Tate
dc.contributor.authorGaurav Savant
dc.contributor.authorDarla C. McVan
dc.date.accessioned2017-05-08T21:54:22Z
dc.date.available2017-05-08T21:54:22Z
dc.date.copyrightOctober 2012
dc.date.issued2012
dc.identifier.other%28asce%29lm%2E1943-5630%2E0000234.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/66025
dc.description.abstractLate summer 2010 saw record flooding of the Indus River in Pakistan. In response to requests by the U.S. Army, the writers provided flood extents to aid humanitarian assistance in the affected areas. Numerical modeling provided the best way to compute the flooding in this situation, but with limited bathymetric, topographic, and inflow information, assumptions had to be made; timelines were of significantly higher importance than complete accuracy. The writers developed an adaptive hydraulics (AdH) model of the Indus River from Sukkur to the Arabian Sea covering approximately 180,000 km
dc.publisherAmerican Society of Civil Engineers
dc.titleRapid Response Numerical Modeling of the 2010 Pakistan Flooding
dc.typeJournal Paper
dc.journal.volume12
dc.journal.issue4
dc.journal.titleLeadership and Management in Engineering
dc.identifier.doi10.1061/(ASCE)LM.1943-5630.0000197
dc.treeLeadership and Management in Engineering:;2012:;Volume ( 012 ):;issue: 004
dc.contenttypeFulltext


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