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008 301098s1983 th r 000| 0eng d
035 _a.b10025686
099 9 _aAIT Thesis no. EV-83-20
100 0 _aPamekas
245 1 2 _aA comparison between Hardy Cross method & O. R. based procedure for the design of water distribution system
260 _aBangkok :
_bAsian Institute of Technology,
_c1983
300 _av, 70, A-37, B-137 p.
490 1 _aThesis ;
_vno. EV-83-20
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 _aThe quality and applicability of the linear optimization model was compared to the Hardy Cross method. 1'he result indicates that the'new methods more qualitative which satisfies all constraints simultaneously. However, in some cases, the product is not practical and this could be adjusted and checked by Hardy Cross. The new method is applicable for the optimum design at one run when the constraint is set up accurately. Moreover, the determination of short- est path, the change of objective function and the extensification design employing the equivalent pipe principle demonstrate their capability. However, it is observed that the new model is sensitive to the particular type of layout. Although several runnings are needed by Hardy Cross, the method is applicable for the design as well as checking. However, this method is sensitive to the initial guess of pipe which affects the solution which therefore does not converge. Moreover, to be sure that this design is optimum, the result should be compared to the result of the linear optimization model. Finally, the combination of the linear optimization model and theĀ· Hardy Cross method produces a higher quality result compared to the ori- ginal Hardy Cross.
650 1 0 _aWater quality management
_xNepal
_xPhewa Lake
700 1 _aOrth, H.M.,
_eChairperson
700 1 _aNguyen, Cong Thanh,
_eCo-Advisor
700 1 _aFude, I.,
_eExamination Committee
710 2 _aThe Federal Republic of Germany,
_eScholarship Donor
810 2 _aAsian Institute of Technology.
_tThesis ;
_vno. EV-83-20
907 _a.b10025686
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