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Application of the Gradient Method f...
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Ahmed, Iftekhar.
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Application of the Gradient Method for the analysis of unsteady flow in water networks.
紀錄類型:
書目-電子資源 : Monograph/item
正題名/作者:
Application of the Gradient Method for the analysis of unsteady flow in water networks./
作者:
Ahmed, Iftekhar.
面頁冊數:
187 p.
附註:
Source: Masters Abstracts International, Volume: 36-01, page: 0222.
Contained By:
Masters Abstracts International36-01.
標題:
Engineering, Civil. -
電子資源:
http://pqdd.sinica.edu.tw/twdaoapp/servlet/advanced?query=1386630
ISBN:
0591568365
Application of the Gradient Method for the analysis of unsteady flow in water networks.
Ahmed, Iftekhar.
Application of the Gradient Method for the analysis of unsteady flow in water networks.
- 187 p.
Source: Masters Abstracts International, Volume: 36-01, page: 0222.
Thesis (M.S.)--The University of Arizona, 1997.
Gradually varied unsteady flow in water distribution networks is studied using the Gradient Method and the Newton-Raphson Solution Technique. The Gradient Algorithm has shown robust behavior when run with examples simulating different operational situations. In the attempt to obtain solutions rapidly, a computer program has been developed in FORTRAN 77. The computer program developed herein is general, easy to use, and allows a dynamic analysis of complex looped and open water distribution networks. Piezometric heads at nodes and flow rates in pipes are computed for water distribution networks. Results obtained from the Gradient Method are compared with an existing dynamic model. The benefits of using the Gradient Algorithm appear to be flexibility in coding, versatility in operational conditions, and its application to complicated water distribution networks.
ISBN: 0591568365Subjects--Topical Terms:
783781
Engineering, Civil.
Application of the Gradient Method for the analysis of unsteady flow in water networks.
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Gradually varied unsteady flow in water distribution networks is studied using the Gradient Method and the Newton-Raphson Solution Technique. The Gradient Algorithm has shown robust behavior when run with examples simulating different operational situations. In the attempt to obtain solutions rapidly, a computer program has been developed in FORTRAN 77. The computer program developed herein is general, easy to use, and allows a dynamic analysis of complex looped and open water distribution networks. Piezometric heads at nodes and flow rates in pipes are computed for water distribution networks. Results obtained from the Gradient Method are compared with an existing dynamic model. The benefits of using the Gradient Algorithm appear to be flexibility in coding, versatility in operational conditions, and its application to complicated water distribution networks.
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