Surface erosion hazard and sediment yield for Keuliling Reservoir in Indonesia

• Autorzy: Azmeri Azmeri , Nurbaiti Nurbaiti , Mawaddah Nurul , Yunita Halida , Jemi Faris Zahran , Sundary Devi

Identyfikatory

DOI

10.24425/jwld.2022.140380

• Języki publikacji: EN

Abstrakty

EN

The construction of the Keuliling Reservoir aims to accommodate and utilise water for agricultural purposes. In this research, soil erosion modelling using the USLE method showed that the level of erosion hazard for each Keuliling Reservoir sub-watershed was classified into low-moderate. Land erosion occurred in the area around the reservoir inundation is the most significant contribution to the magnitude of erosion (38.62Mg∙ha^-1y^-1. Based on the point of sediment sampling in the Keuliling reservoir, the sediment volume was 1.43 Mg∙m^-3. So, the volumetric sediment input from the Keuliling reservoir watershed is 20.918,32 m³∙y^-1. The degradation of reservoir function due to sedimentation can affect reservoir services. The ability to estimate the rate of watershed surface erosion and sediment deposition in the reservoir is vital for reservoir sustainability. Besides the land erosion in the Keuliling Reservoir, there are also other potential sources of erosion that can reduce the capacity of the reservoir, i.e. the rate of sedimentation from a reservoir cliff landslide. The USLE estimation results show that the soil erosion analysis provides important and systematic information about nature, intensity and spatial distribution in the watershed and sediment volume in the Keuliling Reservoir. This finding allows the identification of the most vulnerable areas and the type of erosion dominant for long-term land management.

Słowa kluczowe

EN

erosion hazard; Keuliling reservoir; sediment yield; soil erosion

• Wydawca: Wydawnictwo ITP
• Czasopismo: Journal of Water and Land Development
• Rocznik: 2022
• Tom: no. 52
• Strony: 108--118
• Opis fizyczny: Bibliogr. 53 poz., fot., rys., tab.

Twórcy

autor

Azmeri Azmeri

• Universitas Syiah Kuala, Engineering Faculty, Civil Engineering Department, Syech Abdur-Rauf No. 7 Darussalam, 23111, Banda Aceh, Indonesia

• https://orcid.org/0000-0002-3552-036X

autor

Nurbaiti Nurbaiti

• Ministry of Public Works and Housing (PUPR) BWS Sumatera-I, Indonesia

autor

Mawaddah Nurul

• Universitas Syiah Kuala, Engineering Faculty, Civil Engineering Department, Syech Abdur-Rauf No. 7 Darussalam, 23111, Banda Aceh, Indonesia

autor

Yunita Halida

• Universitas Syiah Kuala, Engineering Faculty, Civil Engineering Department, Syech Abdur-Rauf No. 7 Darussalam, 23111, Banda Aceh, Indonesia

• https://orcid.org/0000-0002-6251-5996

autor

Jemi Faris Zahran

• Universitas Syiah Kuala, Engineering Faculty, Electrical Engineering Department, Banda Aceh, Indonesia

• https://orcid.org/0000-0002-5572-7288+

autor

Sundary Devi

• Universitas Syiah Kuala, Engineering Faculty, Civil Engineering Department, Syech Abdur-Rauf No. 7 Darussalam, 23111, Banda Aceh, Indonesia

• https://orcid.org/0000-0003-3941-4879

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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).