AI SearchComparison of existing mathematical models of different operations in water treatment plant and formulation of integral water treatment plant design
Call Number: AIT Thesis no.EV-83-19 Material type:
Continuing resourceSeries: Asian Institute of Technology. Thesis ; no. EV-83-19Publication details: Bangkok : Asian Institute of Technology, 1983Description: 68 leaves : illSubject(s): Dissertation note: Thesis (M.Eng.) - Asian Institute of Technology, 1983 Summary: Various mathematical models are developed by different authors to guide engineers in the calculation and selection of the parameters involved and of the dimensions of the water treatment unit operations. Using these models, the performance of a given unit operation can be predicted. In the present study, the following models were used to predict the performance of flocculation, sedimentation and filtration, respectively. Boadway's Flocculation Model Camp's Sedimentation Model O'Melia-Ali's Filtration Model Suitable ranges of values of the parameters used in individual models are used in integral water treatment model to select the most techno-econo- mic solution.
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Asian Institute of Technology Library AIT Publications | AIT Thesis no.EV-83-19 (Browse shelf(Opens below)) | 1 | Available | 30050121074966 |
A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering
Thesis (M.Eng.) - Asian Institute of Technology, 1983
Various mathematical models are developed by different authors to guide engineers in the calculation and selection of the parameters involved and of the dimensions of the water treatment unit operations. Using these models, the performance of a given unit operation can be predicted. In the present study, the following models were used to predict the performance of flocculation, sedimentation and filtration, respectively. Boadway's Flocculation Model Camp's Sedimentation Model O'Melia-Ali's Filtration Model Suitable ranges of values of the parameters used in individual models are used in integral water treatment model to select the most techno-econo- mic solution.
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