Valve Placement in Water Networks: Mixed-Integer Non-Linear Optimization with Quadratic Pipe Friction

By Bradley Eck, Martin Mevissen. 2012

47 citations recorded by the source corpus.

View Paper: https://www.semanticscholar.org/paper/6eea9fe4feed89137d58a6aa5a0b1cfb2528dd5a

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Citations in the corpus

• A convex mathematical program for pump scheduling in a class of branched water networks (2017, unknown): “on pipes are not restricted in sign (as in [25]), leading to nonsmooth and nonconvex constraints (9), or the pipes are duplicated (qijt ≥ 0, qjit ≥ 0) in the model and linked by additional binary variables (with xijt +xjit ≤ 1) to model the flow direction (as in [27]).”
• Optimal Localization of Pressure Reducing Valves in Water Distribution Systems by a Reformulation Approach (2014, methodology): “Therefore, the head loss constraints in the forward direction (the backward direction can be formulated in the similar way) are expressed by (Sherali and Smith 1997; Eck and Mevissen 2012)”