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Aminullah
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INDONESIA
Sosial Sains dan Teknologi
Published by Universitas Mahasaraswati
ISSN : -     EISSN : 27771180     DOI : -
Core Subject : Humanities, Science, Education, Social,
Humanities Computer Science & IT Decision Sciences, Operations Research & Management Social Sciences Other
Jurnal Sosial Sains dan Teknologi (ISSN-e: 2777 - 1180) merupakan wadah bagi para peneliti, akademisi dan praktisi untuk mempublikasikan karya ilmiah dalam bidang sosial, sains dan teknologi, jurnal terbit setiap bulan Mei dan November.
Arjuna Subject : Umum - Umum
Articles 7 Documents
 1 
Search results for , issue "Vol 1, No 2 (2021): November 2021" : 7 Documents clear
PREDIKSI AIR LIMBAH DOMESTIK (KELOLA SWADAYA MASYARAKAT HIDUP SEHAT) IPAL KOMUNAL DESA KEBON AYU KECAMATAN GERUNG KABUPATEN LOMBOK BARAT YOHANES JAKA MERE; BAGUS WIDHI DHARMA S.; BAIQ RENI SARI DEWI
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (842.854 KB) | DOI: 10.35327/sosintek.v1i2.256

Abstract

The purpose of this study was to determine the capacity of the Communal WWTP in Kebon Ayu Village, Gerung District, and describe the Communal WWTP Wastewater storage in Gerung District. The processing process used for the Kebon Ayu Village complex is a deposition process, a biological process, a chemical process and an advanced process. The distribution system used is a separate distribution system where the wastewater discharge is separated from the rainwater discharge. The results showed that the wastewater treatment plant of the Kebon Ayu Village Complex produces 100% of waste water from the use of clean water, which is 231.82 liters of people per day. While the estimated population growth over the next 5 years is 6,646 starting from 2016 (2476 people) - 2020 (6,720 people)
STUDI EFISIENSI PENDISTRIBUSIAN AIR IRIGASI SALURAN TERSIER PADA DAERAH IRIGASI DI DESA KARANG BAYAN KECAMATAN LINGSAR KABUPATEN LOMBOK BARAT AGUSTINUS BEKE LALO; LALU HARDI WIJAYA; NI MADE NIA BUNGA SURYA DEWI; ARIANTO ARIANTO
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (941.745 KB) | DOI: 10.35327/sosintek.v1i2.251

Abstract

The research design uses a descriptive quantitative approach, which explains the state of the efficiency of water distribution in Karang Bayan, Lingsar District, West Lombok Regency. The data used in the analysis are water flow velocity (VAV), cross-sectional area (A), channel flow rate (Q), water demand for plants and water requirements for each irrigation area, and the efficiency of irrigation water distribution in each channel (E). The results showed that the S3 and S4 channels did not meet the water needs in the irrigation area, while the discharge in the tertiary irrigation canals S1, S2, S5 and S6 was sufficient to meet the water needs of the irrigation area in Karang Bayan Village. Because the availability of water in the Mencongah Weir is very sufficient for providing water to the tertiary canal. Channel S1 which has an irrigation area of 36.64 ha and a channel length of 700 m with an actual discharge of 44.8 ltr/s has an irrigation efficiency of 60%. The S2 channel which has an irrigation area of 57,115 ha and a channel length of 900 m with an actual discharge of 67.9 ltr/s has an irrigation efficiency of 60%. In the S1 and S2 channels, the efficiency value is above 50-60%, then the channel can be said to be efficient
TINJAUAN PENGELOLAAN JARINGAN IRIGASI BENDUNG MENCONGAH KABUPATEN LOMBOK BARAT ALFREDO VINCENSIUS DOWA BILLY; MUHAMAD YAMIN; AMINULLAH AMINULLAH
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v1i2.257

Abstract

The  purpose  of  this  study  was  to  determine  the  water  balance,  and  water  supply  system  in  the  group  of  farmes  using  the  P3A  Mencongah  weir.  The  method  used  in  calculating  the  maximum  rainfall  is  the  Gumbel  method.  After  analyzing  the  availability  of  water  for  irrigation  on  the  Mencongah  Weir  irrigation  network  during  the  growing  season  it  is  fulfilled,  where  the  minimum  discharge  is  9,445  m3/sec,  while  the  water  demand  at  the  farmer  level  is  6.139  m3/sec.The  provision  of  water  at  the  farmer  level  during  the  growing  season  for  the  four  WUA  groups  (Water  User  Farmers  Assocoation)  at  Mencongah  Weir  continuously,  and  in  rotation
ANALISA SISTEM PENYEDIAAN AIR BERSIH DI KECAMATAN NARMADA I GEDE KEMULANDANA; MUHAMAD YAMIN; AMINULLAH AMINULLAH; TJOK ISTRI WIDYANI UTAMI DEWI SUDIRA
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v1i2.252

Abstract

The provision of clean water is currently a problem in the services of PT. The Giri Wins Drinking Water Company (perseroda) in the Narmada District. The need for clean water is increasing every year while water sources are very limited. To anticipate the shortage of water discharge, it is necessary to find a source of raw water to meet the long-term needs in the service area. The purpose of this study was to determine the availability of water discharge in Narmada district and the need for clean water in Narmada district. The data analysis technique in this study used the Epanet 2.0 program. Researchers calculated the need for clean water for the service area of PT. Drinking Water Drinking Water Giri Menang (perseroda) and analyzing the availability of clean water in Narmada District by referring to secondary data in 2020 and taking a momentary discharge from the Suranadi water source.The results of the analysis show that the need for clean water for services in Narmada District up to the next 5 years projection is 138.21 lt/sec or 11,941,140 lt/hr. Meanwhile, the availability of clean water that can be utilized is 98 lt/sec or 8,491. 392 lt/day from 252 lt/sec or 21,772,800 lt/day available raw water
ANALISIS KESEJAHTERAAN PETANI PADI SAWAH STUDI KASUS DI KECAMATAN NARMADA KABUPATEN LOMBOK BARAT MADE SUMA WEDASTRA
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v1i2.253

Abstract

This research is a descriptive study conducted in Narmada District, West Lombok Regency by taking a sample of 60 farmers, proportionally random sampling on the basis of the largest rice plant area in the 2020/2021 rainy season. Data collection methods are observation, documentation and interviews using questionnaire data collection tools. The data were analyzed by cost and profit analysis as well as the level of welfare of farmers based on the exchange rate of rice equivalent in rural areas.From the results of the study, it can be concluded that judging from the exchange rate of rice, lowland rice farmers in Narmada District are in the prosperous category, because the need for rice is 165.47 kg/family member per season, while the poverty line occurs in the need for rice which is smaller than 107 kg/season. season / family members. For other researchers, to analyze the level of welfare of farmers, it is analyzed using criteria according to the Central Statistics Agency (BPS) by looking at food and non-food needs.
ANALISIS SALURAN SEKUNDER TERHADAP KEBUTUHAN PETANI DI BENDUNG JANGKOK KECAMATAN NARMADA KABUPATEN LOMBOK BARAT DOMINGGUS JAPA AMBU; BAGUS WIDHI DHARMA S.; I GUSTI NGURAH OCTOVA S.
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v1i2.254

Abstract

The purpose of the study was to determine the available discharge to irrigate the rice fields and to calculate the dimensions of the irrigation channels needed. The research method used is the Irrigation Planning Criteria issued by the Ministry of Public Works of the Republic of Indonesia as the basis for placing the dimensions of irrigation canals. The first step in writing this thesis is the Hydrological Analysis of Rainfall.The results of the analysis with the 4 initial alternatives to the planned cropping pattern obtained that the net water requirement in the fields (NFR) was 0.877 lt/sec/ha and the irrigation water requirement (DR) was 1.581 lt/sec/ha which occurred in mid-April, and obtained the dimensions of the canal. primary and secondary trapezoidal shapes in the Montang Irrigation Area, respectively, are for the width of the channel bottom (b) 2.0 m, the water depth in the channel (h) 1.5 m with a guard height of 0.5 m
ANALISIS KEBUTUHAN AIR BERSIH DI DESA BATU MEKAR KECAMATAN LINGSAR PDAM LOMBOK BARAT APRIANUS RIKO; BAGUS WIDHI DHARMA S.; KUSMIANTI KUSMIANTI
SOSIAL SAINS DAN TEKNOLOGI Vol 1, No 2 (2021): November 2021
Publisher : LPPM PSDKU Kampus Mataram UNMAS Denpasar

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35327/sosintek.v1i2.255

Abstract

The provision of clean water is currently a problem in PDAM services in West Lombok Regency. The need for clean water every year is increasing while the availability of clean water is limited, due to water loss. In order not to lose large enough need to emphasize water loss and water usage savings in anticipation of water shortages then it is necessary to find raw water sources again.This study aims to uncover: (1) how the condition of service is general in Batu Mekar Village (2) whether the water discharge available today is sufficient in Batu Mekar Village until 2025, (3) how much water needs of Batu Mekar Village customers.This type of research is a descriptive study to know the need of clean water in the Batu Mekar village area.The results of the study showed that the need for clean water in the Batu Mekar village area of public service amounted to 79,770 L/det, water discharge available in 2025 amounted to 565.29 L/det, total water needs in 2025 amounted to 553.54 L/det.

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