Hydraulic-network simplification

Journal of Water Resources Planning and Management

Volumn 121, Issue 3, 1995, Pages 235-240

  Anderson, Edward J ^a   Al Jamal, Khairy H ^a  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

HYDRAULIC NETWORK; SIMPLIFIED NETWORK; WATER DISTRIBUTION SYSTEM; WATER MANAGEMENT;

UK, ENGLAND, LONDON;

HYDRAULIC STRUCTURES; MATHEMATICAL MODELS; NONLINEAR PROGRAMMING; RESERVOIRS (WATER); WATER SUPPLY;

HYDRAULIC NETWORK SIMPLIFICATION; LONDON DISTRIBUTION NETWORK;

WATER DISTRIBUTION SYSTEMS;

EID: 0029415833     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(1995)121:3(235)     Document Type: Article

References (7)

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2. Hamberg, D., and Shamir, U. (1988). “Schematic models for distribution systems design. I: Combination concept.” J. Water Resour. Plng. and Mgmt., ASCE, 114(2), 129–140.
3. Lansey, K. E., and Basnet, C. (1991). “Parameter estimation for water distribution networks.” J. Water Resour. Plng. and Mgmt., ASCE, 117(1), 126–144.
4. Luenberger, D. (1973). Introduction to linear and non-linear programming. Addison-Wesley Publishing Co., Reading, Mass.
5. Press, W. H., Flannery, B. P., Teukolsky, S. A., and Vetterling, W. T. (1986). Numerical recipes: The art of scientific computing. Cambridge Univ. Press, Cambridge, U.K.
6. Shamir, U. (1974). “Optimal design and operation of water distribution systems.” Water Resour. Res., 10(1), 27–36.
7. Streeter, V. L., and Wylie, E. (1975). Fluid mechanics, 6th Ed., McGraw-Hill Book Co., New York, N.Y.