Nguyen Thai Hung <br/><br/>
Comparison of existing mathematical models of different operations in water treatment plant and formulation of integral water treatment plant design 

 - Bangkok :  Asian Institute of Technology,  1983 
 - 68 leaves :  ill. 
 - Thesis ;  no. EV-83-19 .
 - Asian Institute of Technology.  Thesis ;  no. EV-83-19 .
<br/><br/> A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering 
<br/><br/>Thesis (M.Eng.) - Asian Institute of Technology, 1983 
<br/><br/> 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. 
<br/><br/><label>Subjects--Topical Terms: </label><br/>Water quality management--Nepal--Phewa Lake