Taking Account of Uncertainty in Demand Growth When Phasing the Construction of a Water Distribution Network

Author:

Creaco E.1,Franchini M.2,Walski T. M.3

Affiliation:

1. Researcher, Dipartimento di Ingegneria, Università degli Studi di Ferrara, Via Saragat, 1, 44100 Ferrara, Italy (corresponding author).

2. Full Professor, Dipartimento di Ingegneria, Università degli Studi di Ferrara, Via Saragat, 1, 44100 Ferrara, Italy.

3. Bentley Fellow, Bentley Systems, Incorporated, 3 Brian’s Place, Nanticoke, PA 18634.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Reference53 articles.

1. Design of optimal water distribution systems

2. Segment identification in water distribution systems

3. Near-optimal rehabilitation scheduling of water distribution systems based on a multi-objective genetic algorithm

4. Basupi I. and Kapelan Z. (2012). “Flexible water distribution system design under uncertainty.” WDSA 2012: 14th Water Distribution Systems Analysis Conf. Engineers Australia A.C.T. Adelaide South Australia Barton 786–797.

5. Flexible water distribution system design under future demand uncertainty;Basupi I.;J. Water Resour. Plann. Manage.,2013

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