000			01916ntm a2200253 a 4500
001			vtls000082828
003			KUKTEM
005			20251117113229.0
008			141103t2013 my da f m 000 0 eng d
020			_aTHE0006396(Local)
039		9	_a201905131443 _bamirul _y201411031229 _zFida
040			_aUMP
090			_aTJ808.6 .N33 2013 r Bc.
100	0		_aNabil Fikri Zuiful Zubri
245	1	0	_aDesign and analysis of the support structure for an open channel flume / _cNabil Fikri Zuiful Zubri
260			_aKuantan, Pahang : _bUMP, _c2013
300			_axvi, 62 p. : _bill. (some col.) ; _c30 cm. + _e1 CD-ROM
502			_aProject paper (Bachelor of Mechanical Engineering) -- Universiti Malaysia Pahang - 2013
504			_aBibliography : p. 47-48
520	3		_aOpen channel flumes which will be built on the ground level need a support structure to minimize the displacement at the sidewall due to the hydrostatic and dynamic pressure of water. The objectives of the study are to evaluate the pressure at the sidewall of the flume, and to design a supports structure for the sidewall of the flume under certain flow conditions. Three basic designs were selected and drawn using Solidwork software and solved with the Autodesk Simulation Multiphysics solver. From the data obtain it shows that Design 1 with 0.5 m breadth, 0.44 m length and 21 of support structure by using Ready Mix Concrete Normal Mix Grade 30 gave the smallest value of wall displacement, and 81.73% effectiveness of the support structure. Simulation result shown that the flume did need a support structure to reduce the displacement of the sidewall. As a conclusion, Design 1 as it gave the desirable result with the acceptable cost involved, effectiveness and economically.
650		0	_aRenewable energy sources
650		0	_aFlumes
999			_aVIRTUA40 _c5106 _d5112
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5040*5200*6500*6501*9992