000			01801nam a2200241 a 4500
001			vtls000029790
003			KUKTEM
005			20251114204347.0
008			080627t2007 my f m 000 0 eng|d
020			_aTHE0002968(Local)
039		9	_a201905140848 _bzul _c201107132034 _dVLOAD _c200908141504 _dVLOAD _c200908141434 _dVLOAD _y200806271625 _zkam
040			_aUMP
090			_aTC163.5 .M35 2007 rs Thesis
100	3		_aMak, Yip Hon
245	1	0	_aLaboratory study on a flip bucket as an integral part of an energy dissipator system / _cMak Yip Hon
260			_aKuantan, Pahang : _bUMP, _c2007
300			_a74 p. : _bill. (some col.) ; _c30 cm.
502			_aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 2007
520	3		_aSpillway toe, weir bed and downstream of river are the points of critical erosion potentiaL To prevent scour at the points of critical erosion potential and minimize the potential for downstream erosion, a flow transition structure is needed to absorb the initial impact of flow and to reduce the speed of the flow to a non-erosive velocity. Energy dissipators are engineered devices such as rip-rap aprons or concrete baftles are constructed for the purpose of reducing the velocity, energy and turbulence of the discharged flow. Flip bucket is used as the experimental energy dissipating structure in this study. Various trajectory angles of flip bucket models are been tested to obtain the trajectory distances and impact angles ofthe water flow. The comparison the experimental results and theoretical results can be determined through the plotted graph. -Author
650		0	_aEnergy dissipation
650		0	_aHydraulics _xEnvironmental aspects
999			_aVIRTUA40 _c690 _d696
999			_aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992