Analysis of Babi Reservoir Water Management for Irigation and Raw Water in Puyung Village Jonggat District Central Lombok Regency
DOI:
https://doi.org/10.32832/astonjadro.v12i1.8767Keywords:
Rreservoir, irigation, optimization, management, raw water.Abstract
Babi Reservoir is located at Puyung Village Jonggat District Central Lombok Regency, which accomodate water from HLD (High Level Diversion) Channel of Jurang Sate located in DAS Dodokan is being used to fulfil the irrigation requirement during dry seasons and utilized for various requirement in agriculture fields, livestock and communities. The area of DTA (Catchment Area) of Babi Reservoir are 6,43 km2, potential areal at the location of Babi Reservoir are 150 ha ((Balai Wilayah Nusa Tenggara I, 2021)). Embung Babi services has been not fully utilized by surrounding communities. The availability of water is insufficient, thus the optimization of Embung Babi is essential so the reserved water can be optimally used. This research used evaluative method, by doing collection of primary and secondary data. For maximizing the area of irrigation land, optimization of the irrigation area is carried out by applying cropping pattern, namely Paddy-Paddy-Palawija with type of Palawija is soybean. In optimization model that used is monthly optimization within 1 year by calculation the area of irrigation land that available, area of fulfilled irrigation area, the amount of water availability, and the fulfilled requirement of water for irrigation. Optimization method that being used in this calculation is Program Solver. Based on the result of optimization of Babi Reservoir water potential that available for maximum area of irrigation land with cropping pattern Paddy-Paddy-Palawija in early planting of November II with land area of 138,52 ha and planting intentisity of 92,35% within one year. During MT I the irrigation area are 18,83 ha and planting intensity of 12,55%. During MT II the irrigation area are 89,98 ha and planting intensity of 59,99%. Amd for MT III the irrigation area are 29,71 ha and planting intensity are 19,81%.
References
Annonim, 2006, Peraturan Pemerintah Republik Indonesia No. 20 Tentang Irigasi, Departemen Pekerjaan Umum, Jakarta
Annonim, 2008, Peraturan Pemerintah Republik Indonesia No. 42 Tentang Pengelolaan Sumber Daya Air, Departemen Pekerjaan Umum dan Perumahan Rakyat, Jakarta
Annonim, 2016, Peraturan Menteri Pekerjaan Umum dan Perumahan Rakyat Republik Indonesia No. 27/PRT/M/2016 Tentang Penyelenggaraan Sistem Penyediaan Air Minum, Kementerian Pekerjaan Umum dan Perumahan Rakyat, Jakarta
Balai Wilayah Sungai Nusa Tenggara I, 2021. https://alokasiair-bwsnt1.com/. Jakarta, Indonesia.
Badan Pusat Statistik Kabupaten Lombok Tengah, 2021, Nomor Katalog: 1102001.5202, Nomor Publikasi : 52020.2101, ISSN / ISBN : 8215-4374.
Badan Standarisasi Nasional, 2002, "Standar Nasional Indonesia Penyusunan Neraca Sumber Daya Air” SNI 19-6728.1-2022
Direktorat Jenderal Sumber Daya Air Direktorat Irigasi dan Rawa, 2013. Standar Perencanaan Irigasi (KP. 01-09). Departemen Pekerjaan Umum.
Oktvia, D. (2021). "Studi Optimalisasi Embung Sei Limau Untuk Pemenuhan Pemenuhan Kebutuhan Air Baku (Air Bersih) di Kecamtan Nunukan Selatan Kabupaten Nunukan”. Kurva S : Jurnal Keilmuan dan Aplikasi Teknik Sipil, 1(1), 2122-2138.
Prastika, D. (2018). "Studi Optimasi Embung Aji Raden Sebagai Sumber Air Baku Untuk Kebutuhan Air Bersih Kecamatan Balikpapan Timur Kota Balikpapan”. Kurva S : Jurnal Mahasiswa, 1(1), 783-796.
Rachmad Jayadi, 2000, Optimasi dan Simulasi Pengembangan Sumberdaya Air, Modul Kuliah MPSA, Jurusan Teknik Sipil FT UGM, Yogyakarta.
Rasyidi dan Mustamiuddin, 2017, Evaluasi Sisa Umur Guna Bendungan Batujai Menggunakan Metode Kapasitas Tampungan Mati, Lemlit Unram, Mataram.
Syah, F. (2016). "Studi Optimasi Embung Rawasari Sebagai Sumber Air Baku Untuk Kebutuhan Air Bersih Kecamatan Tarakan Barat Kota Tarakan”. Kurva S : Jurnal Keilmuan dan Aplikasi Teknik Sipil, 1(!), 202-218.
Safithri, A. (2017). "Optimasi Pengelolaan Air Embung Salut Timur Untuk Air Baku dan Irigasi Di Desa Salut Kecamatan Kayangan Lombok Utara” (Doctoral dissertation, Universitas Mataram).
Siska Nurdiana, P. (2016). "Tinjauan Ulang Optimasi Tampungan Embung Bisok Bokah Untuk Keperluan Air Irigasi di Kecamatan Kopang Kabupaten Lombok Tengah” (Doctoral dissertation, Universitas Mataram).
Sri Harto Br., 2000, Hidrologi : Teori, Masalah dan Penyelesaian, Nafiri Offset, Yogyakarta
Soedibyo. 2003. Teknik Bendungan. Pradnya Paramita: Jakarta.
Triatmodjo, Bambang. 2017. Hidraulika II. Yogyakarta:Beta Offset Yogyakarta
Triatmodjo, Bambang. 2020, Hidrologi Terapan, Yogyakarta: Beta Offset.
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