Pressure-Driven Demand and Leakage Simulation for Water Distribution Networks

Author:

Giustolisi Orazio123,Savic Dragan123,Kapelan Zoran123

Affiliation:

1. Professor, Dean, II Engineering Faculty, Dept. of Civil and Environmental Engineering, Technical Univ. of Bari, via Turismo, 8, 74100 Taranto, Italy (corresponding author). E-mail: o.giustolisi@poliba.it

2. Professor, Centre for Water Systems, Univ. of Exeter, Harrison Building, North Park Rd., EX4 4QF Exeter, U.K. E-mail: d.savic@ex,ac,uk

3. Senior Lecturer, Centre for Water Systems, Univ. of Exeter, Harrison Building, North Park Rd., EX4 4QF Exeter, U.K. E-mail: z.kapelan@ex,ac,uk

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Reference29 articles.

1. Ackley J. R. L. Tanyimboh T. T. Tahar B. and Templeman A. B. (2001). “Head-driven analysis of water distribution systems.” Proc. Computer and Control in Water Industry (CCWI) Water Software Systems: Theory and Applications B. Ulanicki ed. Vol. 1 Research Studies Press England 183–192.

2. Ainola L. Koppel T. Tiiter T. and Vassiljev A. (2000). “Water network model calibration based on grouping pipes with similar leakage and roughness estimates.” Proc. Joint Conf. on Water Resource Engineering and Water Resource Planning and Management (EWRI) (CD-ROM) ⟨http://cedb.asce.org⟩.

3. Leakage Assessment through Water Distribution Network Simulation

4. Berardi L. Savic D. A. and Giustolisi O. (2005). “Investigation of burst-prediction formulas for water distribution systems by evolutionary computing.” Proc. Computer and Control in Water Industry (CCWI) Vol. 2 275–280.

5. Realistic Simulation of Water Distribution System

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