THE EFFECTIVENESS NUMBER OF BAFFLE BLOCKS TO REDUCE ENERGY IN TUKUTAHA TRANSITION CHANNELS
Abstract
Keywords
Full Text:
PDFReferences
Anggrahini, Open channel hydraulics. Surabaya: CV. Citra Media, 1997.
V. T. Chow, Open-channel hydraulics. Auckland: McGraw-Hill, 1988.
D. Ulfiana, N. Anwar, and W. Wardoyo, "Model test variations of baffled block installation pattern in energy dissipator USBR type III for reducing flow energy". AIP Conference Proceedings, 2018.
N.H. Institute, Hydraulic design of energy dissipators for culverts and channels. Washington, D.C.: United States Department of Transportation, Federal Highway Administration, 2006.
Akmal, “Modifikasi pada saluran transisi pelimpah bendungan untuk mengurangi terbentuknya aliran silang di saluran peluncur”, Gadjah Mada University, Yogyakarta. 2014.
H. L. Report, Hydraulic model studies of the morning-glory spillway for hungry horse dam. United States Departement Of The Interior Beraeu Of Reclamation, Colorado. 1954
A. Ismail, “The effectiveness of rectangular block as energy dissipation structure,” UMP, Kuantan, Pahang, 2015.
D. D. Putranto, “Kajian hidraulika pelimpah Bendungan Ladongi Kabupaten Kolaka Timur dengan uji model fisik skala 1:50”, Universitas Brawijaya, Malang, 2017.
M. C. Aydin and A. E. Ulu, “Effects of different shaped baffle blocks on the energy dissipation and the downstream scour of a regulator,” Bitlis Eren University Journal of Science and Technology, vol. 8, no. 2, pp. 69–74, 2018.
N. S. Rizal, “Kajian uji model fisik terhadap hasil rivew disain bendung karangdoro". Elevasi, vol. 3, no. 12, 2011.
DOI: http://dx.doi.org/10.12962/j20861206.v36i2.9428
Refbacks
- There are currently no refbacks.
Journal of Civil Engineering is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.