Analisis ketersediaan dan kebutuhan air untuk Daerah Irigasi Pitap
DOI:
https://doi.org/10.31961/gradasi.v3i2.794Keywords:
Water Requirement, Water availability, Water BalanceAbstract
Agriculture is a field that plays a very important role in meeting the food needs of a country. Irrigation is aimed at controlling or controlling water on land, so that the farming process is more productive and effective. One area that has the potential to be developed is Balangan Regency, South Kalimantan. Therefore made Pitap irrigation channels. The construction of the irrigation channel has been around for more than 6 years (until 2019), it is necessary to observe and analyze the water demand and the availability of water in the irrigation in order to create a suitable development planning and productivity of agricultural products for the area. This study uses primary and secondary data collection methods, and the results obtained in the form: Water demand in November is 5.45 m3 / second for the first half, and for the second half is 5.72 m3 / second, water availability in November is 3,981 m3 / second (taken from the mainstay of 80% monthly discharge), the water balance shows that in November there was a water shortage deficit of 1.47 m3 / second for the first half, and 1.74 m3 / second.Downloads
Download data is not yet available.
References
Asdak C. (2010) Hidrologi dan Pengelolaan Daerah Aliran Sungai. Yogyakarta: Universitas Gajah Mada.
Departemen Pekerjaan Umum. (1986) Perencanaan Teknis Irigasi – Kriteria Perencanaan Jaringan Irigasi (KP – 01). jakarta: Direktorat Jenderal Sumber Daya Air.
Direktorat Jenderal Sumber Daya Air (2010) Jaringan Irigasi 14 Kriteria Perencanaan – Jaringan Irigasi. jakarta: Direktorat Jenderal Sumber Daya Air.
Nurrochmad.R. (1998) Optimasi Parameter Modul Hujan Aliran Mock Dengan Solver. Yogyakarta: Universitas Gajah Mada.
Simanjuntak, I. S. (2011) Analisis Hidrologi Kebutuhan Air Pada Daerah Irigasi Pakkat Oleh Sudirman D Dan Wurjanto, A. (1973). Bandung.: ITB Press.
Departemen Pekerjaan Umum, Direktorat Jendral Pengairan. (1981) Pedoman dan Kriteria Perencanaan Teknis Irigasi. Penerbit Departemen Pekerjaan Umum
Indarto. (2010) Hidrologi Dasar Teori dan Contoh Aplikasi Model Hidrologi. PT. Bumi Aksara. Jember.
Labdul, B. Y. (1992) Tinjauan Ketersediaan Air Sungai Bolango Terhada Kebutuhan Daerah Irigasi Lomaya-Pilohayanga. Manado: Univeritas Sam Ratulangi.
Kamiana, I. M. (2010) Teknik Perhitungan Debit Rencana Bangunan Air. 1st edn, Graha Ilmu. 1st edn. Bandung.
Sukmanda, R. M. B. (2015) Analisis Ketersediaan Dan Kebutuhan Air Pada Daerah Aliran Sungai Percut Untuk Memenuhi Kebutuhan Air Bersih. Medan.
Suyono, S., Kensaku, T. (2001) Hidrologi Untuk Pengairan. Penerbit PT. Pradynya Paramita.
Departemen Pekerjaan Umum. (1986) Perencanaan Teknis Irigasi – Kriteria Perencanaan Jaringan Irigasi (KP – 01). jakarta: Direktorat Jenderal Sumber Daya Air.
Direktorat Jenderal Sumber Daya Air (2010) Jaringan Irigasi 14 Kriteria Perencanaan – Jaringan Irigasi. jakarta: Direktorat Jenderal Sumber Daya Air.
Nurrochmad.R. (1998) Optimasi Parameter Modul Hujan Aliran Mock Dengan Solver. Yogyakarta: Universitas Gajah Mada.
Simanjuntak, I. S. (2011) Analisis Hidrologi Kebutuhan Air Pada Daerah Irigasi Pakkat Oleh Sudirman D Dan Wurjanto, A. (1973). Bandung.: ITB Press.
Departemen Pekerjaan Umum, Direktorat Jendral Pengairan. (1981) Pedoman dan Kriteria Perencanaan Teknis Irigasi. Penerbit Departemen Pekerjaan Umum
Indarto. (2010) Hidrologi Dasar Teori dan Contoh Aplikasi Model Hidrologi. PT. Bumi Aksara. Jember.
Labdul, B. Y. (1992) Tinjauan Ketersediaan Air Sungai Bolango Terhada Kebutuhan Daerah Irigasi Lomaya-Pilohayanga. Manado: Univeritas Sam Ratulangi.
Kamiana, I. M. (2010) Teknik Perhitungan Debit Rencana Bangunan Air. 1st edn, Graha Ilmu. 1st edn. Bandung.
Sukmanda, R. M. B. (2015) Analisis Ketersediaan Dan Kebutuhan Air Pada Daerah Aliran Sungai Percut Untuk Memenuhi Kebutuhan Air Bersih. Medan.
Suyono, S., Kensaku, T. (2001) Hidrologi Untuk Pengairan. Penerbit PT. Pradynya Paramita.
Downloads
Published
2019-12-02
Issue
Section
Articles
License
Authors who publish in Jurnal Gradasi Teknik Sipil agree to the following terms:
- Publication rights for all journal manuscript materials published/published in this Jurnal Gradasi Teknik Sipil are held by the Editorial Board with the knowledge of the author (copyright remains with the author).
- The formal legal provisions for accessing digital articles in this electronic journal are subject to the terms of the Creative Commons Attribution-NonCommercial-ShareAlike (CC BY-NC-SA) license, which means that the Jurnal Gradasi Teknik Sipil has the right to store, transfer media/format, manage in the form of a database, maintain, and publish articles without asking permission from the Author as long as the Author's name is included as the Copyright owner.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work .
- Printed and electronically issued/published manuscripts are open access for education, research and library purposes. Apart from these purposes, the editorial board is not responsible for violations of copyright laws
