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All Journal POROS TEKNIK INTEKNA Jurnal Teknik Sipil Jurnal IMPACT: Implementation and Action
Herliyani Farial Agoes, Herliyani Farial
Politeknik Negeri Banjarmasin
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Journal : Jurnal Teknik Sipil

 1 
Tinjauan Debit Andalan Untuk Irigasi Di Kecamatan Sungai Tabuk Kabupaten Banjar Fakhrurrazi, Fakhrurrazi; Agoes, Herliyani Farial; Anggeriyani, Desy
Jurnal Teknik Sipil Vol 2 No 1 (2018): Jurnal Gradasi Teknik Sipil - Juni 2018
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (1564.665 KB) | DOI: 10.31961/gradasi.v2i1.537

Abstract

Adequate water availability in irrigation systems is an important factor in the success of irrigation agriculture, including Sungai Tabuk irrigation system which land is planted with rice paddy, fields rice paddy and crops. The availability of water in Kecamatan Tabuk River was calculated by dependable flow analysis using flow data from Mock method calculation. The model of rainfall-flow relationship with the monthly interval used was Mock Method, and 80% dependable flow was used to calculate the availability of the irrigation water. Based on the rainfall and evapotranspiration data (Mock method) in irrigation system of Sungai Tabuk area, the average flow per year of 5.758 m3 / sec obtained. With the highest flow occurred in March of 9.405m3 / sec and the lowest flow was in September at 1.616 m3 / sec. The 80% dependable flow was an average of 3.504 m3 / sec with the highest 80% of the highest dependable flow recorded in February of 7.37 m3 / sec and the lowest flow was in October which 80% flow was 0.24 m3 / sec. The calculation of irrigation water needed was based on KP-01. The calculation results showed that the average water demand was 2.690 m3 / sec with the beginning of planting on December I by using ordinary rice-ordinary rice planting pattern; while the average water demand for crops was 0.029 m3 / sec. From the analysis, the availability of irrigation water of Sungai Tabuk (average value of 3,504 m3 / sec) can fulfil the irrigation water requirement (average value of 2,690 + 0,029 = 2,719 m3 / second).
Penilaian Kinerja Fisik Sungai Desa Baru (Waki) Kabupaten Hulu Sungai Tengah Sakinah, Sakinah .; Agoes, Herliyani Farial
Jurnal Teknik Sipil Vol 3 No 1 (2019): Jurnal Gradasi Teknik Sipil - Juni 2019
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (814.603 KB) | DOI: 10.31961/gradasi.v3i1.744

Abstract

Kebutuhan akan sumber air semakin meningkat setiap tahunnya sehingga pemanfaatan sumber air khususnya yang berasal dari sungai, harus semakin efisien dan efektif, sejalan dengan kebutuhan sumber daya yang ada maka di perlukan suatu perawatan serta pemeliharaan sungai,identifikasi sungai merupakan salah satu kegiatan dalam rangka pemeliharaan sungai. PadaDesaBaru (Waki) KecamatanBatuBenawa Kabupaten Hulu Sungai Tengah belum ada Penilaian kinerja fisik sungai secara lengkap.Penyusunan penilaian dilakukan dengan metode observasi lapangan. Observasi lapangan berdasarkan (SE DIRJEND SDA KEMEN PUPR NO/05/SE/D/2016 dan PP NO/38/2011) yangdilakukan mulai dari bagian Hulu hinggabagian hilir sungai.Berdasarkan hasil survey mengenai identifikasi sungai di Desa Baru (Waki) Kecamatan Batu Benawa, yaitu : panjang sungai 2 Km , lebar sungai antara 50 m– 82,5 m, kedalaman sungai antara 0,20 – 2,2 m.Penilaian Kinerja Sungai terhadap sungai Desa Baru (Waki) memperlihatkan bahwa kategori tindakan untuk Sungai DesaBaru (Waki) pada hasil penilaian bernilai 74,264 % masuk pada kategori pemeliharaan Preventif dengan tindakan yang dapat dilakukan berupa pengamanan administratif, pengamanan fisik, pemeliharaan rutin, pemeliharaan berkala. Abstract The need for water sources is increasing every year so that the use of water sources, especially those originating from rivers, must be more efficient and effective, in line with the existing resource needs, so that a river is needed to maintain and maintain rivers. . In Baru Village (Waki) Batu Benawa Subdistrict, Hulu Sungai Tengah District, there has not been a complete assessment of the physical performance of the river. Compilation of assessment is done by field observation method. Field observations are based on (SE DIRJEND SDA PUBLIC MINISTRY OF PUPR NO/ 05/SE/D/2016 and PP NO/ 38/2011) carried out from the upstream to the downstream part of the river. Based on the survey results on river identification in Baru Village (Waki) Batu Benawa District, namely : river length 2 km, river width between 50 m - 82.5 m, river depth between 0.20 - 2.2 m. River Performance Assessment of the Sungai Baru River (Waki) shows that the action category for Sungai Desa Baru (Waki) on the valuation results is 74.264% in the Preventive maintenance category with actions that can be taken in the form of administrative security, physical security, routine maintenance, periodic maintenance.
KEHILANGAN AIR AKIBAT PIPA PENYADAPAN LANGSUNG DI SALURAN IRIGASI RIAM KANAN RUAS BRK 0 - 7 Muhlis, Adriani; Rahmalia, Siti; Agoes, Herliyani Farial; Hayati, Fitriani
Jurnal Teknik Sipil Vol 5 No 2 (2021): Jurnal Gradasi Teknik Sipil - Desember 2021
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v5i2.1228

Abstract

Permasalahan saluran primer pada Irigasi Riam Kanan yang terjadi akibat adanya pengambilan air secara langsung menggunakan pipa penyadap yang dapat berpengaruh pada sulitnya pemeliharaan pada tanggul saluran dan mengakibatkan kapasitas air di saluran berkurang dari yang telah direncanakan. Metode yang digunakan dengan mengambil data langsung di lapangan berupa jumlah, dimensi, jenis serta elevasi tinggi jatuh (outlet) pipa, melakukan analisis nilai koefisien debit serta merekapitulasi debit kehilangan air. Banyaknya pipa penyadap dari ruas BRK 0 sampai BRK 7 berjumlah 1.163 buah dengan jenis pipa PVC AW berdiameter bervariasi. Adapun besarnya kehilangan debit air akibat penyadapan melalui pipa penyadap adalah sebesar 11.299,7 liter/detik dari debit rencana aktual 25.000 liter/detik atau dengan prosentase kehilangan air sebesar 48%. Dalam kurun waktu 5 tahun terakhir, terjadi penambahan banyaknya pipa penyadap yaitu dari 692 buah berdasarkan penelitian sebelumnya, menjadi 795 buah atau bertambah sebanyak 103 buah serta diiringi juga dengan peningkatan jumlah debit pengambilan airnya di saluran primer ruas BRK 1 sampai BRK 4 adalah 7.806,3 liter/detik dari sebelumnya tahun 2015 hanya 4.682,9 liter/detik, sehingga ada kenaikan sebesar 3.123,5 liter/detik (naik sebesar 40,01 %) dan untuk penambahan jumlah pipa sebanyak 12,96 %.
Co-Authors - Fakhrurrazi Adriani Muhlis, Adriani Adriyati, Ria Anggeriyani, Desy Fakhrurrazi - Ferawaty Agustina, Ferawaty Fitriani Hayati, Fitriani Fitriyani Hayati, Fitriyani Irawan, Faris Ade Irawan, Faris Ade Marlianisya, Rhima Marlianisya, Rhima Nanang E. Julianoor P., Nanang E. Nurfitriah Sakinah, Sakinah . Setiyo ., Setiyo Siti Rahmalia