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All Journal Jurnal Sain Veteriner KOMUNITAS: INTERNATIONAL JOURNAL OF INDONESIAN SOCIETY AND CULTURE Forum Ilmu Sosial Prosiding Pendidikan Sains Sosial Budaya PASAI JOURNAL OF INFORMATICS AND COMPUTER SCIENCE JOURNAL OF EDUCATION SCIENCE Jurnal Ilmu Sosial dan Ilmu Politik Jurnal Teknik Sipil Jurnal Empirika Padjadjaran Journal of Dentistry Jurnal Sosiologi USK (Media Pemikiran & Aplikasi) SAMARAH: Jurnal Hukum Keluarga dan Hukum Islam TUNAS BANGSA Jurnal At-Tibyan: Jurnal Ilmu Alqur’an dan Tafsir At-Ta'dib: Jurnal Ilmiah Prodi Pendidikan Agama Islam TAZKIR: Jurnal Penelitian Ilmu-ilmu Sosial dan Keislaman At-Tafkir International Journal for Educational and Vocational Studies Jurnal Review Pendidikan dan Pengajaran (JRPP) Al-Adalah: Jurnal Hukum dan Politik Islam Journal of the Indonesian Medical Association : Majalah Kedokteran Indonesia PREPOTIF : Jurnal Kesehatan Masyarakat Jurnal Pengabdian Masyarakat: Darma Bakti Teuku Umar Community Development Journal: Jurnal Pengabdian Masyarakat Budapest International Research and Critics Institute-Journal (BIRCI-Journal): Humanities and Social Sciences JL3T (Journal of Linguistics, Literature and Language Teaching) Rambideun : Jurnal Pengabdian Kepada Masyarakat International Journal of Engineering, Science and Information Technology POLITICA: Jurnal Hukum Tata Negara dan Politik Islam Jurnal Ilmu Sosial dan Ilmu Politik Malikussaleh (JSPM) Narra J Jurnal An-Nasyr: Jurnal Dakwah Dalam Mata Tinta International Journal of Social Science, Education, Communication and Economics Jurnal Sosiologi Dialektika Sosial Jurnal Ekobismen ANWARUL: Jurnal Pendidikan dan Dakwah Indonesian Journal of Society Development (IJSD) Asian Journal of Applied Business and Management (AJABM) Cakradonya Dental Journal Jurnal Litek : Jurnal Listrik Telekomunikasi Elektronika Jurnal Kedokteran Hewan Sosio Akademika The International Journal of Tropical Veterinary and Biomedical Research MEUSEURAYA : JURNAL PENGABDIAN MASYARAKAT Journal of Modern Islamic Studies and Civilization FENOMENA: Journal of Social Science Jurnal Malikussaleh Mengabdi ISTIFHAM Jurnal Solusi Masyarakat (JSM) Jurnal Mahasiswa Antropologi dan Sosiologi Indonesia(JuMASI) Jurnal Medika Veterinaria Konstruktivisme : Jurnal Pendidikan dan Pembelajaran Jurnal Pengabdian Bakti Akademisi Jurnal Sosiologi USK (Media Pemikiran & Aplikasi)

- Fakhrurrazi

Universitas Malikussaleh Lhokseumawe Aceh, Indonesia 24314

Author-ID : 263419

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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

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).

Analisis Ketersediaan Dan Kebutuhan Air Irigasi Pada Petak Sawah Di Daerah Irigasi Rawa Kecamatan Mandastana Iriansyah, Andri; Hayati, Fitriani; Fakhrurrazi, Fakhrurrazi
Jurnal Teknik Sipil Vol 3 No 1 (2019): Jurnal Gradasi Teknik Sipil - Juni 2019
Publisher : P3M Politeknik Negeri Banjarmasin

Kabupaten Barito Kuala adalah salah satu pemerintah kabupaten yang berbatasan dengan provinsi Kalimantan Tengah dan Kalimantan Selatan, Indonesia. Dalam musim hujan pada waktu pasang air Sungai Kapuas, Sungai Barito dan air kiriman dari Kabupaten Banjar yang berbatasan langsung dengan Kecamatan Mandastana dapat membanjiri sebagian besar wilayah ini dan mengakibatkan permukaan tanah tergenang terus menerus. Masalah yang dialami oleh persawahaan di Kecamatan Mandastana adalah masalah yang mempengaruhi tata kelola air terkait saluran irigasi yang ada di pertanian itu sendiri mengalami pasang surut air, yang bergerak naik turun yang disebabkan oleh pasang air pada Sungai Barito dan Sungai Kapuas, dimana pada saat pasang area persawahan mengalami kelebihan air. Metode perhitungan yang digunakan dalam penelitian ini adalah metode mock untuk perhitungan debit andalan dan neraca air dan metode penman dan standar KP-01 untuk perhitungan kebutuhan air. Berdasarkan analisis neraca air (ketersediaan air dari curah hujan dikurang kebutuhan air disawah kondisi eksisting) didapat hasil 3,017 m3/detik, sehingga pada petak sawah terjadi kelebihan air, jadi apabila ingin dilakukan perluasan lahan persawahan ketersediaan air masih mencukupi untuk mengairi air di sawah. Abstract Barito Kuala Regency is one of the district governments that borders the provinces of Central Kalimantan and South Kalimantan, Indonesia. During the rainy season at the time of the tide of the Kapuas River, the Barito River and consignment water from Banjar Regency, which is directly adjacent to Mandastana District, can overwhelm most of this area and result in continuous inundation of the land surface. The problem experienced by the field in Mandastana Subdistrict is a problem that affects water management related to irrigation channels in agriculture itself which experiences tidal water, which moves up and down caused by tides on the Barito River and Kapuas River, where at the time of tide the area rice fields experience excess water. The calculation method used in this study is the mock method for calculating the mainstay discharge and water balance and penman method and the KP-01 standard for calculating water requirements. Based on the analysis of water balance (availability of water from rainfall minus water requirements under existing conditions) obtained results of 3.017 m3 / sec, so that the paddy fields occur excess water, so if you want to expand rice fields the availability of water is still sufficient to irrigate water in the fields.

ANALISIS NERACA KESEIMBANGAN AIR BAKU LAYANAN PDAM AMUNTAI Al-Qadar, Al-Qadar -; Fakhrurrazi, Fakhrurrazi
Jurnal Teknik Sipil Vol 4 No 2 (2020): Jurnal Gradasi Teknik Sipil - Desember 2020
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v4i2.771

Abstrak PDAM BNA Amuntai adalah unit penyedian air bersih di Kabupaten Hulu Sungai Utara yang melayani penyediaan air bersih untuk keperluan masyarakat tiga kecamatan yaitu Amuntai Utara, Selatan dan Tengah. Laju angka pertumbuhan di tiga kecamatan ini membuat kebutuhan air bersih semakin bertambah setiap tahunnya. Pengadaan air bersih untuk masyarakat bertujuan agar lapisan masyarakat menjalani pola hidup sehat.Untuk mengetahui jumlah kebutuhan air bersih pada tahun tertentu, menggunakan analisis proyeksi penduduk dengan standar kebutuhan air bersih berdasarkan panduan Kementrian PU. Menghitung ketersedian air disungai Balangan (debit andalan) menggunakan analisis data klimatologi dan data bangkitan hujan menggunakan metode mock. Hasil analisis jumlah penduduk di tiga kecamatan layanan PDAM BNA Amuntai pada tahun 2049 berdasarkan hasil proyeksi penduduk sebanyak 154.972,2 jiwa. Dengan layanan 90% kebutuhan masyarakat terhadap air bersih layanan PDAM BNA Amuntai pada tahun 2049 sebanyak 771.843,38 mÂ³/bulan. Hasil analisis debit andalan ketersedian air baku sebanyak 12.933.464,72 mÂ³/bulan. Sehingga persentase kebutuhan air bersih sebesar 5,97%. terhadap ketersedian air baku di sungai. Abstract PDAM BNA Amuntai is a clean water supply unit in the North Hulu Sungai Regency that serves clean water for the needs of the community of three sub-districts, namely North, South and Central Amuntai. The rate of growth in these three sub-districts makes the need for clean water growing every year. The provision of clean water aims to ensure that the layers of society live a healthy lifestyle. Analysis of population projections with clean water requirements based on the Ministry of Public Works guidelines to calculate clean water needs. Calculating the availability of water in the Balangan river (mainstay discharge) using climatological data analysis and rainfall generation data using the mock method. The results of the analysis of the population in the three sub-districts of PDAM BNA Amuntai service in 2049 based on the projection of the population of 154,972.2 people. With 90% service, the community's need for clean water services at PDAM BNA Amuntai in 2049 is 771,843.38 mÂ³/month. The results of the main discharge analysis of the availability of raw water were 12,933,464.72 mÂ³/month. So the percentage of clean water needs is 5.97%. towards the availability of raw water in the river

TINJAUAN DEBIT KEBUTUHAN AIR SALURAN DAERAH IRIGASI TELAGA LANGSAT BERDASARKAN STANDAR PERATURAN IRIGASI (KP) TAHUN 2013 Muhlis, Adriani; Fakhrurrazi, Fakhrurrazi; Khaliq, Abdul
Jurnal Teknik Sipil Vol 4 No 2 (2020): Jurnal Gradasi Teknik Sipil - Desember 2020
Publisher : P3M Politeknik Negeri Banjarmasin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31961/gradasi.v4i2.988

Daerah Irigasi Telaga Langsat Kabupaten Hulu Sungai Selatan dengan luas areal 3044,8 Ha, difungsikan untuk dapat mengairi persawahan pertanian dengan irigasi teknis, dalam beberapa tahun terakhir perlu adanya peninjauan kembali pendistribusian air yang hanya cukup berfungsi tapi kurang optimal. Apalagi dari pembangunannya sejak 1989 sampai sekarang sudah berumur lebih dari 30 tahun, dengan menggunakan Kriteria Perencanaan (KP) Tahun 1986. Tujuan penelitian adalah modifikasi dan menghitung ulang debit kebutuhan air agar dapat berfungsi optimal dengan berlandaskan Kriteria Perencanaan Irigasi dalam Peraturan Dirjen SDA KemenPU Tahun 2013, dengan metode penelitian meliputi data primer dan sekunder serta pengolahan data beracuan peraturan tersebut. Hasil didapat debit eksisting 5397 liter/detik dan debit hasil modifikasi sebesar 5652,49 liter/detik, sehingga terdapat selisih kurang debit sebesar 255,49 liter/det. Luasan petak tersier selayaknya diperkecil, idealnya 50 ha, dalam keadaan tertentu dapat ditolelir sampai 75 ha, yang disesuaikan dengan kondisi topografi agar pelaksanaan operasi dan pemeliharaan lebih mudah. Ada beberapa petak tersier dilakukan simulasi modifikasi, dengan memecah luasan petak tersier semula dan menambahkan petak tersier baru yang memungkinkan untuk pembagian secara merata dan terpenuhi sesuai kebutuhan. Abstract Telaga Langsat Irrigation Area, Kabupaten Hulu Sungai Selatan with an area of 3044.8 Ha, is functioned to be able to irrigate agricultural rice fields with technical irrigation, in recent years there needs to be a review of the distribution of water which is only functioning but not optimal, base on data of the left Telaga Langsat, it is only served 1264,45 Ha in a discharge is 2,231 m3/sec (Ikrimathus. S, 2013).. Moreover, from its development since 1989 until now it is more than 30 years old, using the 1986 Planning Criteria (KP). The aim of this research is to modify and recalculate the discharge of water needs based on the Irrigation Regulatory Standard (KP) of 2013, with research methods including primary and secondary data as well as data processing based on these regulations. The results show that the existing discharge is 5397 liters / second and the modified discharge is 5652.49 liters / second, so there is a difference of 255.49 liters / sec. The area of tertiary compartments should be reduced, ideally 50 ha, in certain circumstances can be tolerated up to 75 ha, which is adjusted to topographic conditions so that the implementation of operation and maintenance is easier. There are several tertiary plots that have been simulated with modification, by dividing the area of the original tertiary plot and adding new tertiary plots that allow for even distribution and fulfillment as needed

Co-Authors AA Sudharmawan, AA Abd. Rasyid Syamsuri Abdul Khaliq Abidin Nurdin Abu Bakar, Muhammad Bin Ade Luky Setiawan Adriani Muhlis, Adriani Al-Qadar, Al-Qadar - Alfi Reza, Muhammad Almukarramah, Almukarramah Amin, Syarkawi M Amiruddin Amiruddin Amiruddin Ketaren Anak Agung Istri Sri Wiadnyani Ananda, Raidha Putri Andi Miswar, Andi Andini, Yulia Rizky Anggeriyani, Desy Anggreini, Sevtia Husna Arif Rahman Asma Mauli Arpika Aulia, Faizul Awaludin Arifin Azizi, Wita Dwi Azli, Muhammad Baidhawi Baidhawi Bakti, Indra Setia Bardan, Fadhilah Binawati Ginting Boihaki Boihaki Budi Bahreisy CUT ITALINA Cut Rizka Al Usrah Destiana, Khaerunisa EDI YUSUF, EDI Effendie, Faryanto Erina Erina Erwin Erwin Ery Jayanti, Ery Fadhil, Rahmat Fajri M. Kasim, Fajri M. Fathiah Fathiah Fitriani Hayati, Fitriani Fuadi Fuadi Ginting, Ledy Mahara Haikal Ananda, Muhammad Hakim, Rachmi F. Halim, Hendra Hamdani Budiman Hanafiah, Olivia A. Hasan Basri Hasanah, Zainatul Helmi, T. Zahrial Hendra Jaya Herliyani Farial Agoes, Herliyani Farial Hesti Rahayu Hidatullah, Taufiqi Hilda, Rauzana HM, M. Amir Humaira, Suci I Gusti Ngurah Antaryama Ilham, Iromi Ilmi, Rauzatul In-In Hanidah Indra P, I Made Indra Setia Bakti Iriansyah, Andri Isa Indrawan, Muhammad Ismayli, Ismayli Kemala, Pati Kesuma, T. Meldi Khairul Amin Khairulyadi, Khairulyadi Kurniadi Kurniadi, Kurniadi Lismarita, Lismarita Lubis, Arbonas Luh Putu Ratna Sundari M Daud AK M Nur M. Danil M. Jalaluddin, M. M. Nazaruddin, M. Maghfirah, Lailatul Mahdi Abrar Mahyuna, Mahyuna Maisarah Maisarah Maliati, Nulwita Maryulia Dewi Masda Admi Maya Ulfa Meliza, Richa Miranda, Lola Almira Muchlis Muchlis Muchlis Muchlis Muhajir Muhajir, Muhajir Muhammad Alhada Fuadilah Habib Muhammad Arif Muhammad Muhammad Mukhtar, Makmunzir Munawwaroh Kurniawati, Munawwaroh Muslem Muslem, Muslem Muslim Zainuddin Mutammimul Ula Nabila, Adinda Syah Najla, Najla Naufal Bachri, Naufal Ngarifah, Imroatul Ningsi, Risti Ayu Nirzalin Nisya, Alivia Nur Hafni Nur, M Nuraini Nuraini NURLIANA NURLIANA Nuzul Asmilia Prayogi, Muhammad Yudhi Putra, Noviandi I. R, Abd Rahman R. Rusli Rachman, salwa salsabila Rachmi Fanani Hakim Rachmi Fanani Hakim, Rachmi Fanani Rahimi, Sayyid Afdhal El Ramadhani, Evi Rambe, Saparuddin Rangkuty, Rakhmadsyah Putra Rasyidin Rasyidin Razali, Saidaturrahmah Reghina, Ayu Anisah Rianda, Teguh Rinaldi Idroes Rizki Yunanda Romadhoni, Yenni Rosa, T Shaddiq Rosdiana Rosdiana RR. Ella Evrita Hestiandari Saifuddin Saifuddin Sajidan Sajidan Salahuddin Salahuddin Salman Abdul Muthalib Saptari, Mochamad Ari Saputri, Maya Sari, Meutia Setiawati, Cut lilis Shafira, Ghina A. Siregar, M. Ridha Sri Wahyuni Suadi Suadi Suadi Zainal Sugito - Suweleh, Yasser Zein Syamsul Syamsul Syamsuwir Syamsuwir T. Fadrial Karmil Tarmizi M. Jakfar Tutiliana, Tutiliana Veri Ilhadi Wasilah, Nur Welni, Trisia Yunus, Saifuddin Yusnidar, Cut Yusnisar, Cut Yusra, Yusra Yusuf Maulana, Yusuf Yusuf, Bukhari Zahratul Fitri, Zahratul Zainal Abidin Zainuddin, Yusran Zikran, Ghrina Zul Akli Zuyudi, Muhammad

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