Optimization of looped water distribution system

By: Call Number: AIT RSPR no. IE-84-14 Contributor(s): Material type: SeriesSeries: Asian Institute of Technology. Research studies project report ; no. IE-84-14Publication details: Bangkok : Asian Institute of Technology, 1984Description: 22, (12) pSubject(s): Online resources: Dissertation note: Research Studies Project Report (M. Eng.) - Asian Institute of Technology, 1984 Summary: The problem of selecting the economically optimal pipe diameters in a looped water distribution system is formulated as a linear programming by Lai and Schaake (9) for a given set of node heads. Later Quindry et al.. (10) proposed a method that a given set of node heads can be modified to obtain an improved cost by determining the direction in which the node heads should be modified. The present study improves and clarifies this idea by suggesting a systematic way of selecting stepsize in the descent direction and. stopping criterion for the iterative process of modifying the node beads and thus always guarantees a local optimal solution. The algorithm is tested on two test problems and considerable improvement to initial solution is achieved
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20-AIT Publication Asian Institute of Technology Library AIT Publications AIT RSPR no. IE-84-14 (Browse shelf(Opens below)) 1 Available 30050002948452
20-AIT Publication Asian Institute of Technology Library AIT Publications AIT RSPR no. IE-84-14 (Browse shelf(Opens below)) 2 Available 30050003110052
40-Archives Asian Institute of Technology Library Archives AIT RSPR no. IE-84-14 (Browse shelf(Opens below)) 1 Available 30050160109970

A research study submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology

Research Studies Project Report (M. Eng.) - Asian Institute of Technology, 1984

The problem of selecting the economically optimal pipe diameters in a looped water distribution system is formulated as a linear programming by Lai and Schaake (9) for a given set of node heads. Later Quindry et al.. (10) proposed a method that a given set of node heads can be modified to obtain an improved cost by determining the direction in which the node heads should be modified. The present study improves and clarifies this idea by suggesting a systematic way of selecting stepsize in the descent direction and. stopping criterion for the iterative process of modifying the node beads and thus always guarantees a local optimal solution. The algorithm is tested on two test problems and considerable improvement to initial solution is achieved

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