NeatWork: A Tool for the Design of Gravity-Driven Water Distribution Systems for Poor Rural Communities

References

• Alperovits E, Shamir U (1977) Design of optimal water distribution systems. Water Resources Res. 13(6):885–900.Google Scholar
• Babonneau F, Nesterov Y, Vial JP (2012) Design and operations of gas transmission networks. Oper. Res. 60(1):34–47.Link, Google Scholar
• Cross H (1936) Analysis of flow in networks of conduits or conductors. Report, University of Illinois at Urbana–Champaign, Urbana.Google Scholar
• Eiger G, Shamir U, Ben-Tal A (1994) Optimal design of water distribution systems with networks. Water Resources Res. 36(9):2637–2646.Google Scholar
• Maugis JJ (1977) Etude de réseaux de transport et de distribution de fluide. Oper. Res. 11(2):243–248.Google Scholar
• MOSEK ApS (2015) The MOSEK optimization toolbox for MATLAB manual. Version 7.1 (Revision 28). Accessed October 15, 2018, https://docs.mosek.com/7.1/toolbox/index.html.Google Scholar
• Rossman LA (1994) The EPANET water quality model. Coulbeck B, ed. Integrated Computer Applications in Water Supply, Volume 2: Applications and Implementations for Systems Operations and Management (John Wiley & Sons, Chichester, UK), 79–93.Google Scholar
• Rossman LA (2000) EPANET 2, User’s Manual (U.S. Environmental Protection Agency, Cincinnati).Google Scholar
• Todini E, Pilati S (1987) A gradient algorithm for the analysis of pipe networks. Coulbeck B, Orr C-H, eds. Computer Applications in Water Supply, Volume 1: Systems Analysis and Simulation (Research Studies Press Ltd., Letchworth, UK), 1–20.Google Scholar