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Muhamad Yamin
Universitas Qamarul Huda Badaruddin Bagu
Religion Agriculture, Biological Sciences & Forestry Humanities Biochemistry, Genetics & Molecular Biology Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Education Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Nursing Public Health Social Sciences Other

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ANALISA KEBUTUHAN AIR BERSIH (Studi Kasus PDAM Kabupaten Lombok Utara) DWI SULISTIA DIA ANGRAENI; MUHAMAD YAMIN; KUSMIANTI KUSMIANTI; ARIANTO ARIANTO
SOSIAL SAINS DAN TEKNOLOGI Vol 2, No 1 (2022): Mei 2022
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v2i1.295

Abstract

This study aims to describe (1) the level of clean water availability of PDAM North Lombok Regency in 2025 whether it can meet the needs, and (2) the rate of increase in house connections in the service area of PDAM North Lombok Regency in 2025. This type of research is a case study research with data What is needed in this research is data on the number of house connections, discharge data, and data on water needs. This analysis uses linear regression analysis.The results of the analysis show that the water demand for PDAM in North Lombok Regency in 2025 is 20510.9 m3/year, with a demand of 10796.80 m3/year the number of connections, 10796.82
TINJAUAN PERENCANAAN SALURAN SEKUNDER DAERAH IRIGASI MONTANG KECAMATAN NARMADA KABUPATEN LOMBOK BARAT Andreas Kanda Wonda; Muhamad Yamin; Aminullah Aminullah
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 1 (2021): Mei 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v1i1.171

Abstract

The purpose of this study is to describe whether the current available discharge is able to irrigate rice fields and the dimensions of irrigation channels needed for the welfare of farmers in Montang Village with the existing channel system. This type of research is a case study research with a quantitative approach. The results of this study indicate that: 1) The minimum maximum need for irrigation water (DR) through tertiary channels in Montang Village is 11,364 l / sec / ha, which means that it is able to irrigate rice fields. 2) Dimensions of the Montang irrigation channel consisting of 2 main channels and 4 primary channels, from the four substrate channels each is obtained for the left secondary channel where: channel width 2.0 m water depth 2.0 m with 0.85 m high guard while the right secondary channel obtained a channel width of 2.0 m, water depth of 2.0 m and 0.85 m height of guard.
ANALISIS DEBIT KEBUTUHAN AIR UNTUK IRIGASI DI BRINGINSILA KABUPATEN SUMBAWA NOVRIANSYAH MAULANA; MUHAMAD YAMIN; KUSMIANTI KUSMIANTI
SOSIAL SAINS DAN TEKNOLOGI Vol 2, No 2 (2022): November 2022
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v2i2.354

Abstract

The purpose of this study was to calculate the discharge as well as the availability and demand for water in the Bringinsila irrigation secondary channel. Based on the results of the analysis of rainfall, the discharge (Q) at the Bringinsila dam was obtained from January to December, respectively; 45 m3/s, 38 m3/s, 18 m3/s/, 31 m3/s, 45 m3/s, 42 m3/s, 44 m3/s, 46 m3/s, 48 m3/s, 49 m3/s , 43 m3/s, 35 m3/s.After analyzing monthly rainfall from the Utan rain station, Utan Subdistrict, Sumbawa Regency, it can be concluded that the water needs for farmers in the Bringinsila irrigation area are still sufficient, this is based on the results of the analysis starting from processing preparation work in November until the first harvest period, the water discharge is 25.78 m3/s while demand is 9.43 m3/s
ANALISA KETERSEDIAN AIR BENDUNG MENCONGAH KECAMATAN LINGSAR KABUPATEN LOMBOK BARAT APRILIA KII WENAMAYA; MUHAMAD YAMIN; AMINULLAH AMINULLAH; NI MADE NIA BUNGA SURYA DEWI
SOSIAL SAINS DAN TEKNOLOGI Vol 2, No 1 (2022): Mei 2022
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v2i1.297

Abstract

   The purpose of this study is to determine the availability of air that can be used for air irrigation needs for the Mencongah Weir Irrigation area and to determine the amount of air needed for Mencongah Weir irrigation. The method used is the Normal method, Log Person II and Gumbel. The results of this study indicate that the availability of air at the Mencongah Weir during the growing season is still sufficient, where the availability of air at the Mencongah Weir during the growing season is still sufficient, where the air supply (QMin) = 79.04lt/sec/ha which occurred in March. While the maximum discharge (Qmak) = 249.88 lt/sec/ha in August and the minimum water demand discharge (QMin) = 75.7 lt/sec/ha which occurred in November. While the maximum discharge (Qmak) = 127.94 lt/sec/ha in August.
ANALISIS KETERSEDIAAN DEBIT UNTUK KEBUTUHAN IRIGASI PRIMER JURANG BATU KECAMATAN PRAYA TENGAH KAB. LOMBOK TENGAH ANDRIA FIRMANSYAH BATARA; MUHAMAD YAMIN; AMINULLAH AMINULLAH
SOSIAL SAINS DAN TEKNOLOGI Vol 3, No 1 (2023): Mei 2023
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v3i1.422

Abstract

The purpose of this study was to determine the bending discharge of the Jurang Batu, to calculate the availability and demand for primary irrigation water in the Jurang Batu, and to calculate the discharge in the primary channel of the Jurang Batu irrigation. This type of research is case study research. This research was started with the first step, namely a field survey, in addition to conducting field surveys, primary data collection was also carried out by interviewing branch heads and secondary data collection from the Pompengan Balai Besar, followed by analyzing weir discharge data, evapotranspiration data and effective rainfall. The results of this study indicate that the availability of water in the primary irrigation of Jurang Batu for the 1st planting season starting from the preparation of land preparation until the growth period for rice plants is still sufficient where the required water discharge is 272.74 l/sec/ha while the availability is 1699.75 l/sec/ Ha. The discharge in the Jurang Batu primary channel is 569,613 l/s.
ANALISIS CURAH HUJAN UNTUK IRIGASI SEKUNDER DESA UNGGA KECAMATAN PRAYA BARAT KABUPATEN LOMBOK TENGAH ROBINSIUS KARABA LUDJI; MUHAMAD YAMIN; NI MADE NIA BUNGA SURYA DEWI
SOSIAL SAINS DAN TEKNOLOGI Vol 3, No 1 (2023): Mei 2023
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v3i1.425

Abstract

The purpose of this study was to determine the amount of discharge in the Ungga secondary canal irrigation network and to determine the K factor in the Ungga irrigation area. This type of research is a descriptive study to determine the performance of the Ungga secondary canal in the Batujai Dam, Central Lombok Regency. The results showed that the availability of water in Ungga irrigation starting from the preparatory period for processing water needs for plants was sufficient, the availability of water for October in the 2nd growing season was 18,400 l/s, while the need for paddy fields was 11.96 l/s, and still there is water availability of 1,538 l/s. Based on the results of the analysis of the K factor of 1,538 lit/sec, it means that the K factor in the Ungga irrigation secondary channel has met the irrigation planning standards (sufficient). The discharge (Q) on the main canal (intake) of the Batujai dam is sufficient.
ANALISIS DEBIT PADA SALURAN SEKUNDER IRIGASI PELAMBIK KECAMATAN PRAYA BARAT DAYA KABUPATEN LOMBOK TENGAH DAVID BILI; MUHAMAD YAMIN; I GUSTI NGURAH OCTOVA SEVENTILOFA
SOSIAL SAINS DAN TEKNOLOGI Vol 3, No 1 (2023): Mei 2023
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v3i1.421

Abstract

The purpose of this study is to explain the availability of water in the Pelambik irrigation secondary canals, and explain the level of efficiency of the Pelambik irrigation secondary canals. This type of research is a case study to determine the performance of the Pelambik secondary canal in the Batujai Dam, Central Lombok Regency. The results showed that water for needs ranging from processing preparation to planting was still sufficient according to the results of the analysis, where the water requirement during the processing period in October 2nd, the water debit Q = 4691,432 m3/s while the water requirement for processing NFR = 1290 m3 /sec. Irrigation efficiency level in Pelambik secondary irrigation has an average efficiency of 35%
Analisis Kebutuhan Air Irigasi Saluran Primer Ungga Kabupaten Lombok Tengah Muhamad Yamin
SainsTech Innovation Journal Vol. 6 No. 1 (2023): SIJ Volume 6 Nomor 1 Mei 2023
Publisher : LPPM Universitas Qamarul Huda Badaruddin

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.37824/sij.v6i1.2023.526

Abstract

Abstrak: Irigasi adalah penyediaan, pengambilan, pembagian, pemberian dan pengaliran air menggunakan sistem, saluran dan bangunan tertentu dengan tujuan sebagai penunjang produksi pertanian, persawahan dan perikana. Dalam penelitian ini bertujuan untuk mengetahui ketersedian serta kebutuhan air pada daerah irigasi ungga kabupaten Lombok Tengah.Setelah dilakukan analisis data curah hujan pada daerah irigasi Ungga Lombok Tengah, ketersediaan air dan kebutuhan air untuk irigasi pada musim tanam pertama, kedua dan ketiga masih mencukupi, dimana debit air yang tersedia seperti pada tabel 4.12. Sedangkan besarnya kehilangan air pada irigasi Ungga pada musim tanam selama 12 bulan, berdasarkan hasil analisi diperoleh evapotranspirasi ETo pada tabel 4.9.
ANALISIS KONDISI JALAN DI KOTA MATARAM (STUDI KASUS RUAS Jl. PENDIDIKAN MATARAM) BAGUS WIDHI DHARMA S.; MUHAMAD YAMIN
GANEC SWARA Vol 16, No 1 (2022): Maret 2022
Publisher : Universitas Mahasaraswati K. Mataram

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/gara.v16i1.282

Abstract

The existence of Jalan Pendidikan connects Mataram District with Ampenan District. The comfort and safety of road users really need to be considered in accordance with the initial planning for the construction of the city road. The increasing number of vehicles that pass every day and the influence of the weather have caused some parts of Jalan Pendidikan to be damaged. This research was conducted to find out the damage that occurred and the activities that needed to be done to improve the condition of the damage.The research method used to determine road damage and the steps taken in road maintenance are the Bina Marga and LHR methods. The survey data for the length of Jalan Pendidikan is 1,570 km. The road is divided into 5 sections with each section being 314 meters long. This division is carried out to determine the condition of the damage more thoroughly. The data is analyzed to determine the value of road damage based on the bina marga. Traffic data collection is carried out to determine traffic density so that the LHR value of the road is obtained. Furthermore, the value of the road class is determined based on the LHR. With the formula UP = 17 – (LHR Class + Road Condition Value) it can be determined the Priority Sequence carried out in the maintenance of Jalan Pendidikan.The results of the research on Jalan Pendidikan, there was light damage on sections 3 to 5 or km to 0.628-1,570 km needed periodic maintenance. Meanwhile, parts 1 and 2 are still in good condition so that the action taken in road maintenance is routine maintenance.
ANALISIS DEBIT BANJIR SUNGAI NAE BIMA DENGAN HSS (HIDROGRAF SATUAN SINTETIS) SNYDER SABRINI AL QAUTSAR; MUHAMAD YAMIN; AMINULLAH AMINULLAH
SOSIAL SAINS DAN TEKNOLOGI Vol 3, No 2 (2023): November 2023
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v3i2.600

Abstract

The purpose of this study was to analyze the magnitude of the design flood discharge at various return periods of 5, 10, 20, 25, 50, 100 years, and to analyze the peak discharge, peak time and bottom time on the Nae River using the Snyder Synthetic Unit Hydrograph. This research method is a quantitative study with flood analysis designed by the Snyder Synthetic Unit Hydrograph. The results of the calculation of the design flood discharge with a return period of 5 years is 62,154 m3, a 10-year return period is 124,419 m3, a 20-year return period is 249,389 m3, a 25-year return period is 311,929 m3, a 50-year return period is 623,913 m3, a 100-year return period year of 1247.881 m3. The results of calculations using the Snyder HSS method are obtained, the peak time (Tp) is 7.59 hours, the peak discharge (Qp) is 4.131 m3, the base time (Tb) is 26.831 hours
Co-Authors Adipta, Marazaenal Adriana, I Gde Sukanti Afriansyah, M. Agus Catur Pramite Agus Winardi Ahmad Fatoni Dwi Putra ALFREDO VINCENSIUS DOWA BILLY AMINULLAH AMINULLAH Aminullah Aminullah, Aminullah Andreas Kanda Wonda ANDRIA FIRMANSYAH BATARA Anggarista, Randa APRIANI, TITIN APRILIA KII WENAMAYA ARDIKA, GEDE TUSAN ARIANTO ARIANTO Asno Azzawagama Firdaus Bagus Widhi Dharma S BAIQ RENI SARI DEWI DAVID BILI DEWI, NI MADE NIA BUNGA SURYA DWI SULISTIA DIA ANGRAENI Eti Sulandari Giatma Dwijuna Ahadi Hendrawan I GEDE KEMULANDANA I GUSTI NGURAH OCTOVA SEVENTILOFA . Isnaeni Isnaeni Isnasari, Wiriyanti Jannah, Nikmatul Joni Saputra Kumoro, Danang Tejo Kusmianti Kusmianti LOILEWEN, ALINE FEBRIANY Malo, Agata Mawardi, Muh NI MADE NIA BUNGA SURYA DEWI NI MADE NIA BUNGA SURYA DEWI NOVRIANSYAH MAULANA Pratama, Ramadhana Agung Putra, I Gede Maji Arya Duta Edy Rahman Rahman Rahman Ramli Ramli ROBINSIUS KARABA LUDJI Rukayah SABRINI AL QAUTSAR Samsiniwati, Baiq Yayuk Samsiniwati Seniari, Ni Made Seventilova, I G N Octava Sri Dewi, Ratna Sujendra, I Nengah Eka Suta, I Gede Junianta Syafaruddin AS, Syafaruddin Syahrani Lonang Syarifatul Ulfah Syuhada, Fahmi Tahir, Muh. Tarmizi TITAWATI, TITIN TJOK ISTRI WIDYANI UTAMI DEWI SUDIRA Ulfa, Syarifatul Ulfah, Syarifatul Wicaksana, I Gede Arya Winardi, Agus Wiriyanti Isnasari YOHANIS DAPPA Zamah Sari Zarkashi, Rokyan