Complex approach to the water network model calibration and the leakage distribution

Water Studies

Volumn 7, Issue , 2000, Pages 91-100

  Ainola, L ^a   Koppel, T ^a   Vassiljev, A ^a  

^a TALLINN UNIVERSITY OF TECHNOLOGY   (Estonia)

Author keywords

[No Author keywords available]

Indexed keywords

CONTROL SYSTEMS; ITERATIVE METHODS; LEAKAGE (FLUID); MATHEMATICAL MODELS; PRESSURE EFFECTS; WATER PIPELINES;

LEAKAGE DISTRIBUTION; LEAKAGE LOSSES; TERMINAL NODES; WATER NETWORK MODELS;

WATER DISTRIBUTION SYSTEMS;

EID: 2642550807     PISSN: None     EISSN: None     Source Type: Book    
DOI: None     Document Type: Conference Paper

References (6)

1. Martinez, F., & Garcia-Serra, J. Mathematical modelling of water distribution systems in service. Water Supply Systems. State of the art and future trends, eds. E. Cabrera & F. Martinez, Computational Mechanics Publications: Southampton, UK, Universidad Internacional Menendez y Pelayo: Valencia, pp. 141-174, 1993.
2. Vela, A. F., Espert, V. & Fuertes, V. S. General overview of unaccounted for water in water distribution systems. Improving Efficiency and Reliability in Water Distribution Systems, eds. E. Cabrera & A. F. Vela, Kluwer Academic Publishers: Dordrecht, Boston, London, pp. 64-95, 1995.
3. Germanopoulos, G. Valve control regulation for reducing leakage. Improving Efficiency and Reliability in Water Distribution Systems, eds, E. Cabrera & A. F. Vela, Kluwer Academic Publishers: Dordrecht, Boston, London, pp. 165-188, 1995.
4. Tucciarelly, T., Criminisi, A, & Tarmini, D. Leak analysis in pipeline systems by means of optimal valve regulation. Journal of Hydraulic Engineering, ASCE, 125(3), pp. 277-285, 1999.
5. Andres, M. & Flanells, F. Water losses versus optimal life of a water distribution system's network. Water Supply Systems. State of the art and future trends, eds. E. Cabrera & F. Martinez, Computational Mechanics Publications: Southampton, UK, Universidad Internacional Menendez y Pelayo: Valencia, pp. 381-409, 1993.
6. Chyr Pyng Liou. Limitations and proper use of the Hazen-Williams equation. Journal of Hydraulic Engineering, ASCE, 124(9), pp. 951-954, 1998.