Desain Pintu Air Sekunder Berbantu Komputer Untuk Daerah Irigasi Cinangka Kabupaten Bogor

Computer Aided Design for Secondary Sluice on Cinangka Irrigation Area of Bogor Regency

  • Risky Ramadan IPB University
  • Budi Indra Setiawan IPB University
Keywords: computer aided design, secondary channels, sluice, visual basic applications

Abstract

The most problem that occurs in Cinangka Irrigation Area is the not function of sluice and not used to properly regulate water of it. If the discharge regulator is not operated properly, the provision of irrigation water has the potential to be wasteful or lacking. The purpose of this study is to determine the discharge requirements for secondary irrigation water in Cinangka, produce a design of sluice in the channel and an estimated cost of manufacture. The study was conducted in the Cinangka Irrigation Area, Cibitung Tengah Village, Tenjolaya District, Bogor Regency. The study began from April - June 2020. The results obtained were known to be evapotranspiration, effective rainfall, and irrigation needs in the secondary channel of DI Cinangka per period of irrigation for one year. The largest Eto value occurred in September of 5.8 mm / day, the largest Cheff value occurred in November of 8.4 mm / day and the largest debit of needs occurred in March of 0.6 m3 / sec. Secondary sluice designed  manifold steel sluice with high specification and door width 1x 1 m, total height 2 m door, handlebar diameter 45 cm. Dratstick used is 1.5 inches. Estimated cost for making doors is IDR 7,085,000. These costs can increase depending on the manufacture location and manufacture services.

Downloads

Download data is not yet available.

References

Ain AQ. 2019. Evaluasi Daerah Irigasi Cinangka Kabupaten Bogor menggunakan metode nilai kinerja sistem irigasi (NKSI) [skripsi]. Bogor (ID) : Institut Pertanian Bogor.

Anwar S. 2012. Pola Tanam Tumpang Sari Agroeteknologi. Jakarta (ID) : Deptan.

[BPS] Badan Pusat Statistik Kabupaten Bogor. 2019. Kabupaten Bogor Dalam Angka 2019. Bogor (ID) : BPS Kabupaten Bogor.

Dingman S.L. 2002. Physical Hydrology’ Prentice Hall, Upper Saddle River. New Jersey (US) : Waveland Press

Hidayat AK, Empung. 2016. Analisis curah hujan efektif dan curah hujan dengan berbagai periode ulang untuk wilayah Kota Tasikmalaya dan Kabupaten Garut. Jurnal Siliwangi. 2(2) : 121-6.

[KemenPU] Kementerian Pekerjaan Umum. 2013. Standar Perencanaan Irigasi Kriteria Perencanaan Bagian Jaringan Irigasi KP - 01. Jakarta (ID) : Departemen Pekerjaan Umum.

[KemenPU] Kementerian Pekerjaan Umum. 2013. Standar Perencanaan Irigasi Kriteria Perencanaan Bagian Standar Pintu Pengatur Irigasi KP - 08. Jakarta (ID) : Departemen Pekerjaan Umum.

Nuryanto DE. 2013. Perbandingan evapotranspirasi potensial antara hasil keluaran model ReGCM 4.0 dengan perhitungan data pengamatan. Jurnal Meteorologi dan Geofisika. 14(2):75-85.

Purwanto, Ikhsan. 2006. Analisis kebutuhan air irigasi pada Daerah Irigasi Bendung Mrican. Jurnal Ilmiah Semesta Yeknika. 9(1):83-89.

Rahmayeni F. 2010. Analisa kebutuhan air pada Daerah Irigasi Sei Tibun Kabupaten Kampar [skripsi]. Pekanbaru (ID) : Universitas Riau.

Soemarto CD. 1987. Hidrologi Teknik. Surabaya (ID) : Usaha Nasional.

Swamee PK. 1992. Sluice-gate discharge equations. Journal of Irrigation and Drainage Engineering. 118(1):56–60.

Usman. 2004. Analisis kepekaan beberapa metode pendugaan evapotranspirasi potensial terhadap perubahan iklim. Jurnal Natur Indonesia. 6(2): 91-98

Van de Goor GAW, Zijlstra G. 1968. Irrigation Requirements for Doublecropping of Lowland Rice in Malaya. Wageningen (NL) : ILRIPublication.

Wang Y L, Wang X, Zheng Q Y, Li C H dan Guo X J. 2012. A comparative study on hourly real evapotranspiration and potential evapotranspiration during different vegetation growth stages in the zoige wetland. Jurnal Procedia Environ Sci. 13:1585-1594.

Yunus, Amran. 2004. Analisa Curah Hujan Efektif Pada Sawah Tadah Hujan di Kabupaten Aceh Barat. Yogyakarta (ID) : Universitas Gadjah Mada.

Published
2021-04-08
How to Cite
1.
Ramadan R, Setiawan BI. Desain Pintu Air Sekunder Berbantu Komputer Untuk Daerah Irigasi Cinangka Kabupaten Bogor: Computer Aided Design for Secondary Sluice on Cinangka Irrigation Area of Bogor Regency. JSIL [Internet]. 2021Apr.8 [cited 2021May18];5(3):163-78. Available from: https://jurnal.ipb.ac.id/index.php/jsil/article/view/31433
Section
Research Articles