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This paper compares two methods to identify the location of a single localized error in demand estimation in real-time models of water distribution networks. The two methods compared are the overlay method used with a conventional hydraulic solver and the Unified Hydraulic Solver. The methods and their application are explained in detail and demonstrated on a small network problem drawn from the literature. Includes 5 references, tables, figures.

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Edition: Vol. - No. Published: 04/18/2004 Number of Pages: 12File Size: 1 file , 200 KB