Identification of the condition and function of irrigation assets in the Bedadung Irrigation Area, Jember Regency, East Java
DOI:
https://doi.org/10.31028/ji.v16.i2.1-12Keywords:
irrigation services, irrigation area, operation, maintenance, assets management, priority rankingAbstract
The agricultural sector is expected to contribute as a form of food security in Indonesia. The strategy used is to improve the performance of irrigation infrastructure by assessing the irrigation system sector. Bedadung Irrigation System irrigates 13,245 ha which is the largest irrigation system in Jember Regency. Based on this, it is necessary to assess the condition and functioning of irrigation assets in the Bedadung Irrigation System. This assessment was carried out based on the existing condition of irrigation assets in 2021. The results showed that the Bedadung Irrigation System had 439 irrigation assets spread over 26 irrigation areas. The condition of irrigation assets is classified as good with a percentage of 69% while the rest of the assets are damaged by a percentage of 31%. The results of the functioning of assets are 51% with good functioning conditions while the remaining 49% with poor and poor functioning conditions. Based on the effectiveness of irrigation water distribution, 165 tertiary plots (98.8%) experienced a surplus of irrigation water. Based on asset priority, it is necessary to repair assets in B. BAR. 1b. Based on the results of the study, it is shown that the operation and maintenance of irrigation networks currently being carried out is still not optimal. This is indicated by the damage to irrigation assets that can affect irrigation performance, especially irrigation services which will greatly affect land productivity. In order to maximize the maintenance of irrigation networks, it is recommended to determine the Real Operation and Maintenance Needs Number (AKNOP) based on the conditions of the irrigation assets.
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References
Arthur, P. K., Ernanda, H., & Ahmad, H. (2015). Model Penetapan Prioritas Rehabilitasi Bendung Berbasis Metode Analytical Hierarchy Process (AHP) (Studi Kasus Di Wilayah Kerja UPT Pengairan Kalisat Kabupaten Jember). Diperoleh dari https://repository.unej.ac.id/handle/123456789/71195
Asmorowati, E. T., & Sarasanty, D. (2021). Perencanaan perhitungan AKNOP pada Daerah Irigasi Mrican sebagai upaya peningkatan kinerja irigasi. Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil, 10(1), 11-17. https://doi.org/10.35139/cantilever.v10i1.84
Dewi, C. R., Suryo, E. A., & Munawir, A. (2017). Peningkatan kinerja operasi dan pemeliharaan Jaringan Irigasi Pacal Kabupaten Bojonegoro, Jawa Timur. Rekayasa Sipil, 11(2), 124–134. https://doi.org/10.21776/ub.rekayasasipil/2017.011.02.6
Dinas Pekerjaan Umum dan Sumber Daya Air Kabupaten Jember. (2020). Daerah Irigasi Bedadung. Jember: Dinas Pekerjaan Umum dan Sumber Daya Air Kabupaten Jember.
Direktorat Irigasi dan Rawa. (2013). Standar Perencanaan Irigasi Kriteria Perencanaan Bagian Bangunan Utama (Head Works) KP – 02. Jakarta: Direktorat Jenderal Sumber Daya Air, Kementerian Pekerjaan Umum.
Jatmiko, B. C., & Andriyani, I. (2021). Analysis of water availability and planting index in dams in Bedadung watershed. IOP Conference Series: Earth and Environmental Science, 708, 012032. https://doi.org/10.1088/1755-1315/708/1/012032
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2015a). Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat Nomor 12/PRT/M/2015 tentang Eksploitasi dan Pemeliharaan Irigasi. Jakarta: Kementerian Pekerjaan Umum dan Perumahan Rakyat.
Kementerian Pekerjaan Umum dan Perumahan Rakyat. (2015b). Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat Nomor 14/PRT/M/2015 tentang Kriteria Penetapan Status Daerah Irigasi. Jakarta: Kementerian Pekerjaan Umum dan Perumahan Rakyat.
Mushthofa. (2020). Perencanaan perhitungan angka kebutuhan nyata operasi dan pemeliharaan (AKNOP) (Studi Kasus D.I Nglirip Kecamatan Singgahan Kabupaten Tuban). Jurnal Pengembangan Rekayasa dan Teknologi, 16(1), 27–33. http://dx.doi.org/10.26623/jprt.v16i1.1797
Permatasari, D. I., Ernanda, H., & Wahyuningsih, S. (2015). Kajian penetapan urutan prioritas perbaikan bendung berbasis Pengelolaan Aset Irigasi (PAI) (Studi Kasus Di UPTD Bangsalsari). Berkala Ilmiah Teknologi Pertanian, 1(1), 1–5.
Purwantini, T. B., & Suhaeti, R. N. (2017). Irigasi kecil: kinerja, masalah, dan solusinya. Forum Penelitian Agro Ekonomi, 35(2), 91–105.
Puspitasari, I. (2014). Model alokasi pendanaan pemeliharaan infrastruktur irigasi dengan Metode AHP (Analityc Hierarcy Prosess). Jurnal TEDC, 8(2), 160–170.
Setiawan, I. N., Norken, I. N., & Harmayani, K. D. (2018). Evaluasi kinerja pemerintah terhadap kepuasan petani pada operasi dan pemeliharaan jaringan irigasi pada Daerah Irigasi Tungkub DAS Sungi. Jurnal Spektran, 6(2), 133–143.
Shofiarto, R., Nugraheni, F., & Faisol. (2019). Evaluasi Kinerja dan Penyusunan AKNOP Bangunan Embung di Kecamatan Ponjong, Kabupaten Gunung Kidul, Daerah Istimewa Yogyakarta. Diperoleh dari https://dspace.uii.ac.id/handle/123456789/15207
Tampubolon, S. B., & Suprayogi, S. (2017). Analisis kebutuhan air untuk pertanian di Daerah Irigasi Karangploso Kabupaten Bantul. Jurnal Bumi Indonesia, 6(4).
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