01939nam a2200253 a 4500001001400000003000700014005001700021008004100038020002200079039010400101040000800205090003200213100001700245245010400262260003400366300004000400502008700440520087100527650002301398650003801421952012601459999002301585999007701608vtls000029790KUKTEM20251114204347.0080627t2007    my     f m    000 0 eng|d  aTHE0002968(Local) 9a201905140848bzulc201107132034dVLOADc200908141504dVLOADc200908141434dVLOADy200806271625zkam  aUMP  aTC163.5 .M35 2007 rs Thesis3 aMak, Yip Hon10aLaboratory study on a flip bucket as an integral part of an energy dissipator system /cMak Yip Hon  aKuantan, Pahang :bUMP,c2007  a74 p. :bill. (some col.) ;c30 cm.  aProject paper (Bachelor of Civil Engineering) -- Universiti Malaysia Pahang - 20073 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 0aEnergy dissipation 0aHydraulicsxEnvironmental aspects  00104071a10000b10000d2019-09-04l0oTC163.5 .M35 2007 rs Thesisp0000030322r2019-09-04 00:00:00t1w2019-09-04yPSM  aVIRTUA40c690d696  aVTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5200*6500*6501*9992