AI SearchComputer aided design for storm sewer system
Call Number: AIT Thesis no. EV-84-14 Material type:
TextSeries: Asian Institute of Technology. Thesis ; no. EV-84-14Publication details: Bangkok : Asian Institute of Technology, 1984Description: 91 pSubject(s): Online resources: Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1984 Summary: This study describes the development of a computer model capable of determining the diameter, slope and crown (or invert ) elevations of each sewer in a storm drainage system in which the layout, manhole locations, catchment areas, runoff coefficients and inlet time are predetermined. The criterion for design decisions is the generation or a least-cost system. The basis for the model is the application of non-uniform increment state dynamic programming as the optimization tool. Two examples of storm sewer system are used as a basis t or illustrating different aspects of the least-cost design and developing the pipe subsystem only and pipe , open channel combined system.
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. EV-84-14 (Browse shelf(Opens below)) | 1 | Available | 30050003042255 | |||||||||||||
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Asian Institute of Technology Library AIT Publications | AIT Thesis no. EV-84-14 (Browse shelf(Opens below)) | 2 | Available | 30050003042263 | |||||||||||||
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Asian Institute of Technology Library Archives | AIT Thesis no. EV-84-14 (Browse shelf(Opens below)) | Available | 30050120224604 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Environment, Resources and Development
Thesis (M.Eng.) - Asian Institute of Technology, 1984
This study describes the development of a computer model capable of determining the diameter, slope and crown (or invert ) elevations of each sewer in a storm drainage system in which the layout, manhole locations, catchment areas, runoff coefficients and inlet time are predetermined. The criterion for design decisions is the generation or a least-cost system. The basis for the model is the application of non-uniform increment state dynamic programming as the optimization tool. Two examples of storm sewer system are used as a basis t or illustrating different aspects of the least-cost design and developing the pipe subsystem only and pipe , open channel combined system.
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