ANALISIS DEBIT KEBUTUHAN AIR UNTUK IRIGASI DI BRINGINSILA KABUPATEN SUMBAWA
Abstract
The purpose of this study was to calculate the discharge as well as the availability and demand for water in the Bringinsila irrigation secondary channel. Based on the results of the analysis of rainfall, the discharge (Q) at the Bringinsila dam was obtained from January to December, respectively; 45 m3/s, 38 m3/s, 18 m3/s/, 31 m3/s, 45 m3/s, 42 m3/s, 44 m3/s, 46 m3/s, 48 m3/s, 49 m3/s , 43 m3/s, 35 m3/s.
After analyzing monthly rainfall from the Utan rain station, Utan Subdistrict, Sumbawa Regency, it can be concluded that the water needs for farmers in the Bringinsila irrigation area are still sufficient, this is based on the results of the analysis starting from processing preparation work in November until the first harvest period, the water discharge is 25.78 m3/s while demand is 9.43 m3/sKeywords
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Bambang Triatmodjo. (2008). “Hidrologi Terapan”. Yogyakarta : Beta Offset.
Bambang Triyono. (2008). “Hidrologi Terapan”. Yogyakarta: Beta offset
C.D. Soemarto. (1987). Hidrologi Teknik. Surabaya: Usaha Nasional
Joesron Loebis. (1987). Banjir Rencana Untuk Bangunan Air. Jakarta: Badan Penerbit Pekerjaan Umum.
Soewarno. (1995). Hidrologi : Aplikasi Metode Statistik untuk Analisa Data, Jilid 2. Bandung: Nova
Sosrodarsono, Suyono dan Takeda, Kensaku. (2003). Hidrologi untuk Pengairan. Jakarta: PT. Pradnya Paramita.
Sri Harto Br. (2003). Analisis Hidrologi. Yogyakrta: Gramedia Pustaka Utama.
Standar Perencanaan Irigasi, Kriteria Perencanaan Bagian Saluran KP-03
Suharjono. (1990). Filsafat Ilmu dan Hakekat Penelitian. Universitas Brawijaya
DOI: https://doi.org/10.35327/sosintek.v2i2.354
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