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Abstract
Management of water sources in the Imogiri Region of Bantul Regency still needs to be improved. Although there are several springs in the area, water availability can still not meet the community’s water needs. Therefore, the solution needed is a problem solved to get a good water management system so that the wheels of life and the community’s economy can run well. One of them is to build a water reservoir as a small dam. With this Embung Selopamioro, it is hoped that the rainwater that falls in this region can be accommodated and used for community needs. The study was conducted with several analyses of the capacity of the small dam with three comparisons: analysis of water availability, analysis of water demand, and analysis of topographic characteristics. Small dam reliability is analyzed by simulating a reservoir water balance and the level of reservoir reliability in meeting the community’s water needs. The maximum capacity of the small dam is 9.317,72 m3, with a living storage capacity of 8.979,71 m3 and a dead storage capacity of 338,01 m3. The water requirement that can be met is the irrigation demand of 9,71 ha of rice field with 667.683,556 m3, and the raw water demand for 1.318 people is 24.465 m3. The level of small dam reliability for optimizing irrigation water demand with an area of 9,71 ha rice field and raw water demand with a population of 1.318 people has the lowest value of 51%.
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References
- Azmidi, I. (2015). Prediksi Ketersediaan Air Menggunakan Model Mock di Sub DAS Wuryantoro Kabupaten Wonogiri Jawa Tengah. Tugas Akhir. Universitas Gadjah Mada. Yogyakarta. Aliran Sungai Tapin.
- Badan Standarisasi Nasional. (2015). Perhitungan Debit Andalan Sungai dengan Kurva Durasi Debit. SNI 6738-2015.
- Budi, S, dkk.. (2018). Keandalan Embung Lambadeuk untuk Pemenuhan Air Bersih di Daerah Pesisir Kecamatan Peukan Banda Aceh Besar, Jurnal Teknik Sipil Universitas Syiah Kuala, ISSN 2088-9321 ISSN e-2502-5295 pp. 971-984, Aceh.
- Gazali, A. (2019. Kajian Potensi Ketersediaan Air pada Embung Rantau Baru Guna Kebutuhan Air Irigasi di Sub Daerah Aliran Sungai Tapin. Jurnal Kacapuri Jurnal Keilmuan Teknik Sipil Volume 2 Nomor 2.
- Hanggara, I dan Irvani, H. (2017). Analisa Volume Tampungan Embung untuk Mengatasi Kekeringan di Desa Putukrejo. Prosiding Sentrinov Volume 3 – ISSN : 2477-2097. Reka Buana. Malang.
- Kementerian PUPR. Badan Pengembangan SDM. (2017). Modul 4 Pengantar Perencanaan Embung. Pusat Pendidikan dan Pelatihan Sumber Daya Air dan Konstruksi.
- Kementerian PUPR. (2017). BPIW. Diakses pada tanggal 13 April 2022.
- Kriteria Perencanaan .(2013).. Perencanaan Jaringan Irigasi (KP-01). Kementerian Pekerjaan Umum Direktorat Jenderal Sumber Daya Air. Jakarta.
- Linsley, R.K dan J.B. Franzini. (1979). Water Resources Engineering. Mc Graw Hill Book Co. New York.
- Triatmojo, B. (2008). Hidrologi Terapan. Beta Offset. D.I. Yogyakarta.
References
Azmidi, I. (2015). Prediksi Ketersediaan Air Menggunakan Model Mock di Sub DAS Wuryantoro Kabupaten Wonogiri Jawa Tengah. Tugas Akhir. Universitas Gadjah Mada. Yogyakarta. Aliran Sungai Tapin.
Badan Standarisasi Nasional. (2015). Perhitungan Debit Andalan Sungai dengan Kurva Durasi Debit. SNI 6738-2015.
Budi, S, dkk.. (2018). Keandalan Embung Lambadeuk untuk Pemenuhan Air Bersih di Daerah Pesisir Kecamatan Peukan Banda Aceh Besar, Jurnal Teknik Sipil Universitas Syiah Kuala, ISSN 2088-9321 ISSN e-2502-5295 pp. 971-984, Aceh.
Gazali, A. (2019. Kajian Potensi Ketersediaan Air pada Embung Rantau Baru Guna Kebutuhan Air Irigasi di Sub Daerah Aliran Sungai Tapin. Jurnal Kacapuri Jurnal Keilmuan Teknik Sipil Volume 2 Nomor 2.
Hanggara, I dan Irvani, H. (2017). Analisa Volume Tampungan Embung untuk Mengatasi Kekeringan di Desa Putukrejo. Prosiding Sentrinov Volume 3 – ISSN : 2477-2097. Reka Buana. Malang.
Kementerian PUPR. Badan Pengembangan SDM. (2017). Modul 4 Pengantar Perencanaan Embung. Pusat Pendidikan dan Pelatihan Sumber Daya Air dan Konstruksi.
Kementerian PUPR. (2017). BPIW. Diakses pada tanggal 13 April 2022.
Kriteria Perencanaan .(2013).. Perencanaan Jaringan Irigasi (KP-01). Kementerian Pekerjaan Umum Direktorat Jenderal Sumber Daya Air. Jakarta.
Linsley, R.K dan J.B. Franzini. (1979). Water Resources Engineering. Mc Graw Hill Book Co. New York.
Triatmojo, B. (2008). Hidrologi Terapan. Beta Offset. D.I. Yogyakarta.