Civil Engineering and Architecture Vol. 11(1), pp. 507 - 516
DOI: 10.13189/cea.2023.110139
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Flow Velocity and Sediment Transport Analysis at Intake of Asahan I Hydroelectric Power Plant


Rahmah Dara Lufira 1,*, Suwanto Marsudi 1, Jadfan Sidqi Fidari 1, Arief Satria Marsudi 2
1 Water Resources Engineering Department, Universitas Brawijaya, Malang, 65145, Indonesia
2 Jasa Tirta I Public Corporation, 65145, Indonesia

ABSTRACT

Asahan I Hydroelectric Power Plant is located in the upper reaches of the Asahan River, Ambarhalim Village, Toba Samosir Regency, North Sumatra. The high rate of sedimentation is one of the problems that must be overcome so that the operational continuity of hydroelectric power plant can run well. Flow velocity needs to be known to control sedimentation around hydroelectric power plant intakes as a consideration for the safe limit of dredger placement. The method used to analyze flow velocity included conventional flow continuity methods and finite element mathematical models using the SRH-2D software. The results of the conventional method analysis of flood conditions Flood Water Level = +903.50 m obtained the flow velocity at the intake of 0.34 m/s, the transition channel 0.37 m/s and the condition of full capacity Q = 100.00 m3/s is 3.78 m/s and analysis using SRH-2D obtained speed flow <4 m/s. Both of these conditions make it possible to carry out sediment dredging in the hydroelectric power plant intake.

KEYWORDS
Hydroelectric Power Plant, Flow Velocity, Intake, Sedimentation

Cite This Paper in IEEE or APA Citation Styles
(a). IEEE Format:
[1] Rahmah Dara Lufira , Suwanto Marsudi , Jadfan Sidqi Fidari , Arief Satria Marsudi , "Flow Velocity and Sediment Transport Analysis at Intake of Asahan I Hydroelectric Power Plant," Civil Engineering and Architecture, Vol. 11, No. 1, pp. 507 - 516, 2023. DOI: 10.13189/cea.2023.110139.

(b). APA Format:
Rahmah Dara Lufira , Suwanto Marsudi , Jadfan Sidqi Fidari , Arief Satria Marsudi (2023). Flow Velocity and Sediment Transport Analysis at Intake of Asahan I Hydroelectric Power Plant. Civil Engineering and Architecture, 11(1), 507 - 516. DOI: 10.13189/cea.2023.110139.