TY  - SER
AU  - Nguyen Thai Hung
AU  - Vigneswaran,S.
AU  - Huynh,Ngoc Phien
AU  - Lohani,B.N.
ED  - The Federal Republic of Germany,
TI  - Comparison of existing mathematical models of different operations in water treatment plant and formulation of integral water treatment plant design
T2  - Thesis
PY  - 1983///
CY  - Bangkok
PB  - Asian Institute of Technology
KW  - Water quality management
KW  - Nepal
KW  - Phewa Lake
N1  - A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering; Thesis (M.Eng.) - Asian Institute of Technology, 1983
N2  - 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
ER  -