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Preprocessing of water distribution systems to assess connectivity and solvability in the presence of flow control devices

机译:配水系统的预处理,以在存在流量控制设备的情况下评估连通性和溶解性

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Although mathematical modeling of the hydraulics and water quality of drinking water distribution networks is widely used in network planning and management existing solvers sometimes deliver no results or even wrong results if the connectivity of the system is not correctly maintained. In this paper two major causes for deficient network connectivity are considered. In the first case, the network graph consists of several maximal connected components where some of them have no node with a fixed head source. Those deficient networks can result from errors in the reference data system (GIS) or during data transfer. In the second case, all the links and nodes of the network graph are connected. However, some links representing control devices have upper and/or lower bounds for the flows. Similar problems as in the first case can be observed if the topology of the network is reduced by removing links with active flow control devices from the graph resulting in a disconnected system. The problem is that the identification of control devices that are active (when an inequality constraint is fulfilled be equality) at a certain time step is not straight forward and depends on the actual hydraulic state of the distribution system. In this paper two preprocessing steps of the hydraulic steady-state or extended period simulations are proposed to check the solvability of the mathematical problem with respect to the flow constraints. In the first step, the connectivity of the system is analyzed and network parts without a fixed head source are identified. In the second step, a Linear Program (LP) is formulated that includes the nodal continuity conditions plus additional inequality constraints that refer to the operation of the flow controlling devices. The optimal objective value of the LP indicates if for the original problem either a) a solution exists, b) does not exist or c) exists but has redundant control constraints.
机译:尽管饮用水分配网络的水力和水质的数学模型已广泛用于网络规划和管理中,但是如果系统的连通性未得到正确维护,则现有的求解器有时可能无法提供任何结果,甚至会产生错误的结果。本文考虑了网络连通性不足的两个主要原因。在第一种情况下,网络图由几个最大连接的组件组成,其中一些最大的连接组件没有节点,且源头固定。那些不足的网络可能是由参考数据系统(GIS)或数据传输期间的错误引起的。在第二种情况下,网络图的所有链接和节点都已连接。但是,某些表示控制设备的链接具有流的上限和/或下限。如果通过从图中删除具有活动流控制设备的链接来减少网络拓扑,从而导致系统断开连接,则可以观察到与第一种情况类似的问题。问题在于,在特定时间步长上激活的控制设备(在满足不平等约束时是相等的)的识别不是直接的,而是取决于分配系统的实际液压状态。本文提出了液压稳态或延长周期模拟的两个预处理步骤,以检查数学问题相对于流动约束的可解性。第一步,分析系统的连通性,并识别没有固定来源的网络部分。在第二步中,制定线性程序(LP),其中包括节点连续性条件以及涉及流量控制设备操作的其他不等式约束。 LP的最佳目标值指示对于原始问题,是否a)存在解决方案,b)不存在或c)存在但具有冗余控制约束。

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