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contributor authorRalph A. Wurbs
date accessioned2017-05-08T20:39:41Z
date available2017-05-08T20:39:41Z
date copyrightJanuary 1987
date issued1987
identifier other%28asce%290733-9429%281987%29113%3A1%2829%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22695
description abstractSignificant advances in the state‐of‐the art of dam‐breach flood wave modeling have occurred during the past decade. A comparative evaluation of several leading models representative of the current state‐of‐the‐art included a comprehensive literature survey and application of the selected models to several case study data sets. A dynamic routing model should be used whenever obtaining a maximum practical level of accuracy is required and adequate manpower, time, and computer resources are available. The National Weather Service (NWS) Dam‐Break Hood Forecasting Model (DAMBRK) is the optimal choice of model for most practical applications. Some applications require the capability to perform an analysis as expeditiously as possible. The NWS Simplified Dam‐Break Flood Forecasting Model (SMPDBK) is the optimal choice of model for most of these types of applications.
publisherAmerican Society of Civil Engineers
titleDam‐Breach Flood Wave Models
typeJournal Paper
journal volume113
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1987)113:1(29)
treeJournal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 001
contenttypeFulltext


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