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contributor authorRaul Colon
contributor authorGeorge F. McMahon
date accessioned2017-05-08T21:06:17Z
date available2017-05-08T21:06:17Z
date copyrightMarch 1987
date issued1987
identifier other%28asce%290733-9496%281987%29113%3A2%28177%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38815
description abstractThe BRASS (basin runoff and streamflow simulation) model was developed to improve the real‐time and predictive determination of flood discharges and stages, and to aid in flood management decisions within the Savannah River system. BRASS is an interactive hydrologic/hydraulic model that combines aspects of continuous and event hydrologic simulation with dynamic streamflow routing, and represents a significant step in the evolution of flood forecasting and flood management techniques. Model datasets were developed for the three major multipurpose reservoirs in the Savannah River system. Practical considerations in development, calibration, verification, and application are discussed. Standard flood management procedures are compared to BRASS results, indicating a potential for improvement in the use of flood control storage, as well as the inaccuracy of hydrologic routing methods. In addition to real‐time water control management, the model has been successfully used in the analysis of flooding in coastal areas, spillway design and design flood operations for dams, emergency operations for dam failures, and the design of channel modifications for flood control.
publisherAmerican Society of Civil Engineers
titleBrass Model: Application to Savannah River System Reservoirs
typeJournal Paper
journal volume113
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1987)113:2(177)
treeJournal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 002
contenttypeFulltext


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