Study of dam sediment distribution using experimental area-reduction method Case study: Karun Dam

• Autorzy: Yusuf Rakhmat , Komariah Aan , Kurniady Dedy Achmad , Mardiani Mardiani , Jumintono Jumintono , Falih Khaldoon T. , Kabanov Oleg V. , Aravindhan Surendar , Kadhim Mustafa Mohammed

Identyfikatory

DOI

10.24425/jwld.2022.141562

• Języki publikacji: EN

Abstrakty

EN

Dam construction is one of the measures that is inevitable in many cases and must be done to supply drinking water, agricultural uses and electricity generation. There are many challenges to a successful dam project, and the managers of each project must consider the appropriate solutions for them. One of the studies that is done in dam design is sedimentation in dam reservoirs. The experimental area-reduction method is a very common technique that obtains the sediment distribution in depth and longitudinal profile. This technique shows that sediment accumulation is not limited to the bottom reservoirs. Sediment accumulation in a reservoir is usually distributed below the top of the protection reservoir or normal water level. In this study, the distribution of sediment in the reservoir of Karun Dam after a period of 65 years has been done using the experimental area-reduction method. Elevation-volume and elevation-area curves of the dam reservoir are obtained after the useful life of the dam and sediment deposition. The results showed that after 65 years, 10⁶.47·106 m³ of sediment is deposited in the reservoir of the dam and the useful volume of the reservoir is significantly reduced. Also, up to a height of 36.4 m, the dam reservoir is filled with sediment. Therefore, no valve should be placed up to this height.

Słowa kluczowe

EN

area-reduction method; dam reservoir; distribution of sediment; elevation-area curve; elevation-volume curve

• Wydawca: Wydawnictwo ITP
• Czasopismo: Journal of Water and Land Development
• Rocznik: 2022
• Tom: no. 54
• Strony: 116--120
• Opis fizyczny: Bibliogr. 14 poz., wykr.

Twórcy

autor

Yusuf Rakhmat

• Universitas Pendidikan Indonesia, Department of Civil Engineering, Jl. Dr. Setiabudi No. 229, Isola, Kec. Sukasari, Bandung, Jawa Barat 40154, Indonesia

• https://orcid.org/0000-0002-0239-5099

autor

Komariah Aan

• Universitas Pendidikan Indonesia, Department of Civil Engineering, Jl. Dr. Setiabudi No. 229, Isola, Kec. Sukasari, Bandung, Jawa Barat 40154, Indonesia

• https://orcid.org/0000-0003-2269-3592

autor

Kurniady Dedy Achmad

• Universitas Pendidikan Indonesia, Department of Civil Engineering, Jl. Dr. Setiabudi No. 229, Isola, Kec. Sukasari, Bandung, Jawa Barat 40154, Indonesia

• https://orcid.org/0000-0003-1120-8133

autor

Mardiani Mardiani

• Universitas Pendidikan Indonesia, Department of Civil Engineering, Jl. Dr. Setiabudi No. 229, Isola, Kec. Sukasari, Bandung, Jawa Barat 40154, Indonesia

• https://orcid.org/0000-0003-1370-3832

autor

Jumintono Jumintono

• Universiti Tun Hussein Onn Malaysia, Faculty of Technical and Vocational Education, Batu Pahat, Johor, Malaysia

• https://orcid.org/0000-0002-7591-649X

autor

Falih Khaldoon T.

• Al-Ayen University, Scientific Research Center, New Era and Development in Civil Engineering Research Group, Dhi-Qar, Iraq

• https://orcid.org/0000-0003-2736-7606

autor

Kabanov Oleg V.

• National Research Ogarev Mordovia State University, Department of Electronics and Electrical Engineering, Republic of Mordovia, Saransk, Russia

• https://orcid.org/0000-0003-4621-3389

autor

Aravindhan Surendar

• Saveetha Institute of Medical and Technical Sciences, Department of Pharmacology, Chennai, India

• https://orcid.org/0000-0002-2421-9192

autor

Kadhim Mustafa Mohammed

• Al-Kut University College, School of Science and Engineering, Kut, Wasit, Iraq

• https://orcid.org/0000-0001-5272-1801

Bibliografia

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Uwagi

Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).