Calculation Of Sedimentation Rate at Sempor Reservoirs in 2018 Using Modified Universal Soil Loss Equation Method (MUSLE)

https://doi.org/10.22146/jgise.51156

Septi Arini(1), Yulaikhah Yulaikhah(2*), Bambang Kun Cahyono(3)

(1) Alumni Departemen Teknik Geodesi, Fakultas Teknik, Universitas Gadjah Mada
(2) Departemen Teknik Geodesi, Fakultas Teknik, Universitas Gadjah Mada
(3) Departemen Teknik Geodesi, Fakultas Teknik, Universitas Gadjah Mada
(*) Corresponding Author

Abstract


Sempor Reservoir located in the Telomoyo River Basin in the Serayu River region is categorized as one of the priority watersheds based on the 2015-2019 Strategic Plan of the Ministry of Environment and Forestry. Priority watershed is a watershed that gets more attention in controlling water pollution, one of which is sedimentation. Watershed observation and management activities are needed for the reservoir to operate optimally. One of the observations and management activities of the Sempor Watershed is the calculation of sedimentation rate. In this research the sedimentation rate was calculated using the MUSLE method that included runoff parameter, erodibility, slope, land cover and conservation factor. The Sempor watershed boundary is obtained through delineation of DEM. The calculation is done by utilizing a Geographic Information System (GIS) through analysis of soil type maps, length and slope maps,  land cover and conservation maps with the boundaries of the Sempor Reservoir. Based on this result, the Sempor Reservoir has a sedimentation rate of 166,173,500 tons/year and a sedimentation thickness rate of 3,7259 mm/year. According to the provisions of the Ministry of Forestry in 2009, the rate of sedimentation thickness in the Sempor Reservoir is included in the medium class. The river as one of the potential means of sediment transport contributes to the rate of sediment thickness of 3.7256 mm /year, while for areas outside the river coverage it only 0.003 mm/year. The river has a major influence on sedimentation in the Sempor Reservoir.

Keywords


Daerah Aliran Sungai, MUSLE, Laju Sedimentasi, Sempor

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References

Arsyad, S. (2010). Konservasi Air dan Tanah. Bogor: IPB Press.

Arsyad, S. (2012). Konservasi Tanah dan Air, (edisi Kedua, Cetakan Ketiga). Bogor: IPB Press.

Asdak, C. (2007) Hidrologi dan Pengelolaan DAS. (cetakan keempat).Yogyakarta: Gadjah Mada University Press.

Asdak, C., 2014, Hidrologi dan Pengelolaan DAS (cetakan keenam). Yogyakarta: Gadjah Mada University Press.

Cahyono, B.K., Lukman H., Waljiyanto., Agus D.A. (2017). Perhitungan Kecepatan Sedimentasi Melalui Pendekatan Usle dan Pengukuran Kandungan Tanah dalam Air Sungai yang Masuk ke dalam Waduk Sermo.

Banuwa, I. I. S., & Si, M. (2013).Erosi. Prenada Media.

Fleming. (1979) Deterministic Models in Hydrology, FAO. Rome, Italy.

Geospasial, Badan Informasi. (2015). DEMNAS. Diakses dari http://tanahair.indonesia.go.id/portalweb/download/perwilayah

European, Space Agency. (2018). Sentinel 2A. Diakses dari https://scihub.copernicus.eu/dhus/#/home

Kehutanan, D. (1986). Pedoman Penyusunan Pola Rehabilitasi Lahan dan Konservasi Tanah. Direktorat Jendral Reboisasi dan Rehabilitasi Lahan. Jakarta.

Kehutanan, K. (2010). Rencana Strategis 2010-2014 (ID). Jakarta: Kementerian Kehutanan.

Kehutanan, Kementerian, 2015, Rencana Strategis 2015-2019 (ID). Jakarta: Kementerian Kehutanan.

Kirpich, Z. P. (1940). Time of concentration of small agricultural DAS,10(6). 362 Civil engineering.

Kironoto, B. A., & Yulistiyanto, B. (2000). Konservasi lahan. Yogyakarta: Gadjah Mada University Press.

Murtiono, U. H. (2008). Kajian Model Estimasi Volume Limpasan Permukaan, Debit Puncak Aliran, Dan Erosi Tanah Dengan Model Soil Conservation Service (SCS), Rasional Dan Modified Universal Soil Loss Equation (MUSLE) Studi Kasus di DAS Keduang, Wonogiri, (Vol. 22, No. 2, pp. 169-185), In Forum Geografi.

Nifen, S. Y., Kironoto, B. A., & Luknanto, D. L. (2016). Kajian Erosi Dengan Metode MUSLE Daerah Tangkapan Hujan Waduk Sermo Kabupaten Kulon Progo. Daerah Istimewa Yogyakarta: Jurnal Teknik Sipil ITP ISSN 2354-8452, 3.

Sosrodarsono. (1993). Hidrologi Untuk Pengairan. Jakarta: Pradaya Paramita.

Williams, J. R. (1975). Sediment routing for agricultural watersheds 1. JAWRA Journal of the American Water Resources Association, 11(5), 965-974.

Williams, J. R. and Berndt, H.D. (1977). Sediment Yield Prediction Based on Watershed Hydrology. Transactions of the American Society of Agricultural and Biological Engineers, 20, 1100-1104.



DOI: https://doi.org/10.22146/jgise.51156

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