The Identification of Loops in Water Distribution Networks

Author:

Creaco Enrico,Franchini Marco

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference13 articles.

1. Alvarruiz, F., Martinez-Alzamora, F., Vidal A.M. (2015). Improving the Efficiency of the Loop Method for the Simulation of Water Distribution Systems. Journal of Water Resources Planning and Management, doi: 10.1061/(ASCE)WR. 1943-5452.0000539 , 04015019.

2. Bragalli, C., D’Ambrosio, C., Lee, J., Lodi, A., Toth, P., 2012. On the optimal design of water distribution networks: a practical MINLP approach. Optimization and Engineering, 13(2), 219-246.

3. Creaco, E., Franchini, M., 2014. Comparison of Newton-Raphson Global and Loop Algorithms for Water Distribution Network Resolution. Journal of Hydraulic Engineering, 140(3), 313-321.

4. Creaco, E., Franchini, M., Todini, E., 2014. The combined use of resilience and loop diameter uniformity as a good indirect measure of network reliability. Urban Water Journal, doi: 10.1080/1573062X. 2014.949799.

5. De Pina, J., 1995. Applications of Shortest Path Methods. PhD thesis, University of Amsterdam, Netherlands.

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