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Node Head Flow Relationships in Skeletonized Water Distribution Networks for Predicting Performance under Deficient Conditions

机译:节点头流动关系在骨架水分配网络中预测性能下的缺陷条件

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Demands of several consumers are lumped and assumed to be concentrated at the nodes of primary (skeletonized) network. Usually, NHFRs similar to that at actual withdrawal point are considered for the nodes on skeletonized network also. Gupta and Bhave (1996b) discussed and argued that pressure requirement at a node on primary network is to overcome the friction losses in pipes of secondary network as well as due to elevation differences between node on primary network and secondary network. Thus, NHFR would be different at different nodes. The NHFRs at different nodes of skeletonized network are developed by analyzing the secondary networks at different heads. A comparison of performance of entire network with skeletonized network in two cases: (1) Common NHFR at different node; and (2) actual NHFRs at different nodes, has been made for few example networks. The performance of skeletonized network with actual NHFRs matched more closely with that performance of full network.
机译:若干消费者的需求被集中,并假设集中在初级(骨架)网络的节点处。通常,NHFRS类似于在骨架网络上的节点考虑在实际取款点。 Gupta和Bhave(1996b)讨论并认为,主网络上的节点的压力要求是克服二级网络管道中的摩擦损失,以及由于主网络和次要网络上的节点之间的高度差异。因此,NHFR在不同的节点处是不同的。通过分析不同头部的二级网络,开发了骨架化网络的不同节点的NHFRS。两种情况下骨架网络的整个网络性能的比较:(1)不同节点的常见NHFR; (2)在不同节点处的实际NHFRS已经用于少数示例网络。具有实际NHFRS的骨架网络的性能与完整网络的性能相匹配。

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