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008 301098s1983 th r 000| 0eng d
035 _a.b1015193x
099 9 _aAIT Thesis no.EV-83-19
100 0 _aNguyen Thai Hung
245 1 0 _aComparison of existing mathematical models of different operations in water treatment plant and formulation of integral water treatment plant design
260 _aBangkok :
_bAsian Institute of Technology,
_c1983
300 _a68 leaves :
_bill.
490 1 _aThesis ;
_vno. EV-83-19
500 _aA thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering
502 _aThesis (M.Eng.) - Asian Institute of Technology, 1983
520 _aVarious 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.
650 1 0 _aWater quality management
_xNepal
_xPhewa Lake
700 1 _aVigneswaran, S.,
_eChairperson
700 1 _aHuynh, Ngoc Phien,
_eExamination Committee
700 1 _aLohani, B.N.,
_eExamination Committee
710 2 _aThe Federal Republic of Germany,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. EV-83-19
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