TRANSIENTS IN DISTRIBUTION NETWORKS - FIELD-TESTS AND DEMAND MODELS

Computerized transient-flow models have been used with great success i n 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 compl ex pipe networks. A new formulation permitting system demands to be re presented as a distributed pipe flux is presented. This approach is co mpared with two conventional methods for modeling demands in pipe netw orks. The results of a field test conducted on August 29, 1990, by the City of Calgary Waterworks staff on one of the city's major transmiss ion and distribution subsystems is presented. The results are compared with the behavior predicted by a network transient model. The compute r model was generally in good agreement with the field test data, with all three demand models giving comparable results, particularly with respect to the initial downsurge and the first upsurge following the p ump trip. However, the transient's long-term decay was poorly represen ted by all three demand models.