01916ntm a2200253 a 4500 vtls000082828 KUKTEM 20251117113229.0 141103t2013 my da f m 000 0 eng d THE0006396(Local) 201905131443 amirul 201411031229 Fida UMP TJ808.6 .N33 2013 r Bc. Nabil Fikri Zuiful Zubri Design and analysis of the support structure for an open channel flume / Nabil Fikri Zuiful Zubri Kuantan, Pahang : UMP, 2013 xvi, 62 p. : ill. (some col.) ; 30 cm. + 1 CD-ROM Project paper (Bachelor of Mechanical Engineering) -- Universiti Malaysia Pahang - 2013 Bibliography : p. 47-48 Open 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. Renewable energy sources Flumes 0 0 0 1 20000 20000 2019-09-04 0 TJ808.6 .N33 2013 r Bc. 0000086396 2019-09-04 00:00:00 1 2019-09-04 PSM 0 0 0 1 20000 20000 2019-09-04 0 CD 8139 | TJ808.6 .N33 2013 r Bc. 0000086397 2019-09-04 00:00:00 1 2019-09-04 PSM VIRTUA40 5106 5112 VTLSSORT0080*0200*0400*0900*1000*2450*2600*3000*5020*5040*5200*6500*6501*9992