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Submitted
16 December 2020
Accepted
24 May 2021
Published
31 May 2021
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Abstract

In the last decade, the problem that has occurred in the Yogyakarta Mataram irrigation channel is the occurrence of sedimentation in the channel. This has an impact on reducing the cross-sectional discharge capacity of the canal and resulting in the supply of irrigation discharge to agricultural areas to be not optimal, so that agricultural productivity in the Mataram Irrigation Area will also not be optimal. The sediment transport (bed load) that occurs in an open channel can be approached using the empirical equation, including the Einstein, Meyer - Peter Muller and Frijlink equations. Sediment transport events that occur in the channel are stated based on the magnitude of the flow shear stress which exceeds the critical shear stress of the sediment particles. The quantity of sediment transport in the channel is stated on the logarithmic curve of the relationship between the froude number (fr) to the sediment transports (qb). The Curve  explains that the increase in the froude number (fr) that occurs on each section of the channel  will be directly proportional to the increase in the quantity of transport sediment (qb). The largest sediment transport occurred at the site of the Gambang and Nambongan channel section with a prediction of sediment transport of 3.57 m3/day and 3.67 m3/day, respectively. Thus, the potential for sediment transport that will settle in the downstream area is 3.67 m3/day.

Keywords

sedimentation sedimen transport

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How to Cite
Hermawan, A., & Afiato, E. N. (2021). ANALISIS ANGKUTAN SEDIMEN DASAR (BED LOAD) PADA SALURAN IRIGASI MATARAM YOGYAKARTA. Teknisia, 26(1), 20–30. https://doi.org/10.20885/teknisia.vol26.iss1.art3
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References

  1. Afiato, E.N. (2016). “Distribusi Kecepatan Aliran dan Konsentrasi Sedimen Suspensi pada Aliran Tidak Seragam (Studi Kasus Saluran Mataram Yogyakarta)”. Tesis. Universitas Gadjah Mada.
  2. Balai Besar Wilayah Sungai Serayu Opak. (2016). “Peta Daerah Irigasi Mataram Van Der Weich”. Kementerian Pekerjaan Umum. Jakarta.
  3. Carter, D.L. dan Agricultural Research Service, U. S. Department of Aviculture. (1976). “Guidelines for Sediment Control in Irrigation Return Flow”. Journal of Environmental Quality, Vol. 5, No. 2.
  4. Darly, B., Simons, et al. (2004). “Geomorphic, Hydrologic, Hydraulic and Sediment Concepts Applied To Alluvial Rivers”. Colorado State University. Colorado.
  5. Einstein, H.A. (1950). “The Bed Load Function for Sediment Transportation in Open Channel Flows”. USDA Soil Conservation Service. Washington DC.
  6. Hassanzadeh, Y. (2012). “Hydraulics of Sediment Transport”. In Tech Publisher. Tabriz Iran.
  7. Istiarto. (2014). “Bed Load Transport Sediment”. Bahan Kuliah Magister Teknik Pengelolaan Bencana Alam UGM. Yogyakarta.
  8. Istiarto. (2014). “Awal Gerak Butir Sedimen”. Bahan Kuliah Magister Teknik Pengelolaan Bencana Alam UGM. Yogyakarta.
  9. Kironoto, B. A. (2007). “Pengaruh Angkutan Sedimen Dasar (Bed Load) Terhadap Distribusi Kecepatan Gesek Arah Transversal Pada Aliran Seragam Saluran Terbuka”. Jurnal Teknik Sipil dan Lingkungan, Vol. 17, No. 2, pp. 566-579.
  10. Meyer-Peter, E., dan Muller, R. (1948). “Formula for Bed-Load Transport”. IAHSR. Stockholm.
  11. Maini, M. (2016). “Distribusi Konsentrasi Sedimen Suspensi pada Belokan Saluran Terbuka Tampang Trapesium (Studi Kasus Saluran Mataram Yogyakarta)”. Tesis. Universitas Gadjah Mada.
  12. Putra, I. B. G. et al. (2016). “Analisis Sedimentasi pada Saluran Utama Bendung Jangkok”. Jurnal Spektrum Sipil, Vol. 3, No. 2. pp. 208-214.
  13. Suparman. (2011). “Sabo Untuk Penanggulangan Bencana Akibat Aliran Sedimen”. Yayasan Air Adhi Eka & JICA (Japan International Coorporation Agency). Jakarta.
  14. Suryawan, W.A. (2008). “Kajian Angkutan Sedimen Dasar pada Saluran dengan Material Dasar Tidak Seragam”. Tesis. Universitas Gadjah Mada.
  15. Trimble, S. W. (1997). “Contribution Contribution of Stream Channel Erosion to Sediment Yield from an Urbanizing Watershed”. Journal Science, Vol. 278.