Journal article
Transients in Distribution Networks: Field Tests and Demand Models
Abstract
Computerized transient-flow models have been used with great success in the analysis of water-hammer events in topologically simple pipeline systems, and the performance of these models is well documented. This paper addresses the relatively unexplored area of transients in complex pipe networks. A new formulation permitting system demands to be represented as a distributed pipe flux is presented. This approach is compared with two conventional …
Authors
McInnis D; Karney BW
Journal
Journal of Hydraulic Engineering, Vol. 121, No. 3, pp. 218–231
Publisher
American Society of Civil Engineers (ASCE)
Publication Date
March 1995
DOI
10.1061/(asce)0733-9429(1995)121:3(218)
ISSN
0733-9429