PERENCANAAN SALURAN IRIGASI SEKUNDER D.I KAUMAN KECAMATAN RAO SELATAN KABUPATEN PASAMAN

Harianto Harianto, Surya Eka Priana, Ana Susanti Yusman

Sari


An Agrarian Country is an Indonesian country so it is reasonable if the main priority in the national agenda is centered on agriculture. In addition, the growth of population and industry is increasing. Therefore, it is necessary to improve the canals whose working function is decreasing. This Kauman Irrigation Area irrigates an area of 250 Ha of paddy fields. The source of water in the Kauman Irrigation District comes from the Batang river. Batang Lansat Kadap Irrigation Area is ± 45 km from Lubuk Sikaping city center. In Irrigation Network Planning, a design analysis must be done that includes rainfall analysis, discharge calculation, and channel dimensions. So that the irrigation system can be interpreted as an effort to provide maximum water supply. The main discharge of the planned channel is 3.24 m3/d, and the Max Debit is 2.44. The top dimension is 0.8, the bottom width is 0.6 and the height is 0.8. It can hold water when there is high rainfall. By improving the irrigation canals and providing enough water according to the needs, in planning, the dimensions of the canals are obtained through the process of rainfall by using the harpes method and the gumbel method.

 

Keywords: food self-sufficiency, discharge, channel dimensions

 


Teks Lengkap:

PDF

Referensi


Ansori. A, 1986. Standar Perencanaan irigasi,Kriteria Perencanaan Bagian jaringan Irigasi Kp-01. Bandung: C.V. Galang persada.

Buya, H. (2019). Evaluasi Kinerja jaringan irigasi sekunder di desa marente Kecamatan Alas Kabupaten Sumbawa (Doctoral dissertation, Universitas Muhammadiyah Mataram).

Bunganaen, W., Ramang, R., & Raya, L. L. (2017). Efisiensi Pengaliran Jaringan Irigasi (Studi Kasus Daerah Irigasi Malaka Kiri). Jurnal Teknik Sipil, 6(1), 23-32.

Bunganaen, W., Ramang, R., & Raya, L. L. (2017). Efisiensi Pengaliran Jaringan Irigasi Malaka (Studi Kasus Daerah Irigasi Malaka Kiri). Jurnal Teknik Sipil, 6(1), 23-32.

Dhongu, R. B. N. (2014). Perencanaan Bendung Wai Woki dan Sistem Jaringan Irigasi Desa Pape Kecamatan Bajawa Kabupaten Ngada (Doctoral dissertation, ITN MALANG).

Dwirani, F. (2019). Menentukan stasiun hujan dan curah hujan dengan metode polygon thiessen daerah kabupaten lebak. JURNALIS: Jurnal Lingkungan dan Sipil, 2(2), 139-146.

Huddiankuwera, A. (2016). Pengaruh Panjang Data Terhadap Besarnya Penyimpangan Curah Hujan Rancangan (Studi Kasus Daerah Aliran Sungai Tabo-tabo). Jurnal Ilmiah Teknik dan Informatika, 1(2), 36-40.

Noerhayati, E., & Warsito, W. (2020). Studi Perencanaan Jaringan Irigasi Daerah Irigasi Pitab Kabupaten Balangan Provinsi Kalimantan Selatan. Jurnal Rekayasa Sipil, 8(6), 427-436.

Ramadani, M. M. N. (2018). Analisa Debit Air Menggunakan Metode Log Person Type Lii Dan Metode Gambel Berbasis v Sistem Informasi Geografi (SIG) Di Sub Das Matapura Jurnal Rekayasa Sipil, 1 (2), 165-175.

Subarkah, imam.1987.Hidrologi untuk perencanaan Bangunan Air,Bandung : Idea Dharma

Yusman, A. S.(2018). Curah Hujan dan Analisa Frekwensi Banjir Kota Padang Unes Journal of ScientechResearch,3(1),059-067.RetrievedFrom




DOI: https://doi.org/10.33559/err.v2i1.1417

Refbacks

  • Saat ini tidak ada refbacks.


Anda Pengunjung Ke- Flag Counter