scholarly journals PEMILIHAN ALTERNATIF SUMBER AIR BAKU DI KABUPATEN KARO

2021 ◽  
Vol 2 (2) ◽  
pp. 225-238
Author(s):  
Salomo Simanjuntak ◽  
Yetty Riris Saragi ◽  
Johan Oberlyn Simanjuntak ◽  
Humisar Pasaribu ◽  
Ricki A H Sianipar
Keyword(s):  
Water Demand ◽  
Water Distribution ◽  
Water Discharge ◽  
Production Capacity ◽  
Economic Conditions ◽  
Clean Water ◽  
Water Production ◽  
The People ◽  
Current Production ◽  
Geometry Method

Clean water is a primary need for humans in every country. The availability of clean water must be guaranteed in time, quantity and quality. The need for water for both domestic and non-domestic needs continues to increase from year to year. To meet the needs of clean water, the people of Karo Regency need clean water sources that are suitable for drinking. Water resources are water discharge and population for water distribution. In finding the amount of water demand, an analysis of the population and analysis of clean water production is carried out. Determining the need for clean water and the population in Karo Regency uses the Geometry method which this method shows the largest population growth so that it can be planned for clean water needs until 2027. Based on the results of the projected population plus the number of water needs in 2027 as many as 491,444 people, the required water discharge is 907,799 l/s while the current production capacity is 14,744.831 l/s, so the additional capacity needed is 0.01003 m3/s. Implementation in the construction of clean water facilities must be adjusted to the level of social, cultural, and economic conditions of the community.

scholarly journals ANALISIS SISTEM DISTRIBUSI PRODUKSI AIR DAN STRATEGI UNTUK PENURUNAN LOSSES PADA PDAM TIRTA MEULABOH KABUPATEN ACEH BARAT

2016 ◽  
Vol 2 (2) ◽  
Author(s):  
Fitriadi Fitriadi ◽  
Andi Yusra
Keyword(s):  
Strategic Planning ◽  
Distribution System ◽  
Water Distribution ◽  
Treatment Plan ◽  
Production Capacity ◽  
Developing Strategy ◽  
Ideal Condition ◽  
Clean Water ◽  
The People ◽  
Low Coverage

PDAM Tirta, Meulaboh, West Aceh District, WTP Lapang, is a regional company which gives clean water service to the people of Meaulaboh, West Aceh District. The capacity of production of PDAM Tirta, Meulaboh, West Aceh District WTP Lapang, was 80 liters/second, but during the system of distribution, it lost water at the average of ± 47.95% and the coverage of service of 39.06%. This condition was still under the ideal condition, that is, the loss of ≤ 20 and the coverage of service was ≥ 60%.The aim of the research was to find the design of increasing the production capacity in order to increase the coverage of service and formulate the strategy to increase the production capacity in water distribution system. Based on the analysis, it could be concluded that the low coverage of service occurred because the people’s need for water at Meulaboh increased along with the increase in population. Another factor was the facility of distribution network and the production installation was already old so that a lot of water got lost.Based on the projection of the number of population, using Geometric Method, it was found that the number of population at Meulaboh in the early of the current year of 2012 was 58,645 and at the end of the current year of 2021 was 71,894 with the level of the growth rate was 2.29%. The total need for water by the people of Meulaboh in the early current year of 2012 was 5,499,731 liters/day (63.65 liters/second), and at the end of the current year of 2021 was 9,920,712 liters/day (14.82 liters/second). Based on the data analysis, it was found that the increase of the planned production capacity was 115 liters/second. The strategic planning in supporting the increase of the production capacity of PDAM Tirtanadi, Meulaboh, West Aceh District, WTP Lapang was the strategic planning for decreasing the loss of clean water, the developing strategy for clean water supply system., the strategy for increasing production capacity, and the strategy for increasing the quality of water.Keywords: Water Treatment Plan, Production Capacity, Increasing the Capacity, Population Projection.

scholarly journals DEVELOPMENT OF CLEAN WATER DISTRIBUTION NETWORK SYSTEM IN GENTENG SUB-DISTRICT BANYUWANGI USING EPANET 2.0 PROGRAM

2019 ◽  
Vol 3 (2) ◽  
pp. 172
Author(s):  
Ayu Rahmad Jayanti ◽  
Ririn Endah Badriani ◽  
Yeny Dhokhikah
Keyword(s):  
Discharge Capacity ◽  
Distribution System ◽  
Water Distribution ◽  
Water Discharge ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Public Works ◽  
Network System ◽  
Clean Water ◽  
Simulation Results

The clean water distribution in the Genteng Subdistrict, Banyuwangi Regency is included in the service area of the Zone 1 PDAM tile unit. The 60 liters/second reservoir discharge capacity is obtained from Sumber Umbul Sari in the Glenmore District. The distribution of clean water in Zone 1 is still less than 70% of the area served, as the installed discharge capacity is estimated to be insufficient. In order to achieve the distribution goal, a network system must be developed by adding direct debits and planning a new pipeline. The Epanet 2.0 program simplifies the calculation of pipeline networks by integrating elevation data, network maps, pipeline specification, and load. The analysis of the simulation results was conducted using the Public Works Minister's hydraulic parameter standards 2007. Planning of a distribution network and a cost budget in 2029 were done to estimate the water supply needs and budgets required. The hydraulic simulation results based on the analysis of the pressure of all joints are in accordance with the standard, while the analysis of the velocity in pipe is less standard. The need for water discharge in 2029 is 71.6 liters/second. In Kembiritan Village, the construction of distribution pipes with an additional reservoir unit was planned. The planned pipe dimensions in the development area were 25 mm at 796 meters, 50 mm at 4062 meters, and 75 mm at 1518 meters. The cost of planning a clean water distribution system in 2029 is Rp. 1,431,375,000.00. Distribusi air bersih di Kecamatan Genteng Kabupaten Banyuwangi merupakan wilayah pelayanan Zona 1 PDAM unit Genteng. Kapasitas debit reservoir sebesar 60 liter/detik berasal dari sumber umbul sari di Kecamatan Glenmore. Pendistribusian air bersih di wilayah Zona 1 masih kurang dari 70% wilayah yang terlayani, karena diperkirakan kapasitas debit yang terpasang kurang mencukupi. Untuk memenuhi target pemerataan distribusi perlu pengembangan sistem jaringan dengan penambahan debit dan perencanaan jaringan pipa baru. Program Epanet 2.0 memudahkan dalam perhitungan jaringan perpipaan dengan mengintegrasi data elevasi, peta jaringan, spesifikasi pipa dan debit. Analisis hasil simulasi menggunakan standar parameter hidrolis Permen PU 2007. Perencanaan pengembangan jaringan distribusi dan anggaran biaya pada tahun 2029 guna memperkirakan debit kebutuhan air dan anggaran biaya yang dibutuhkan. Hasil simulasi hidrolis berdasarkan analisis tekanan semua junction telah sesuai standar, sedangkan analisis kecepatan masih di bawah standar. Kebutuhan debit air tahun 2029 sebesar 71,6 Liter/detik. Pengembangan pipa distribusi direncanakan di Desa Kembiritan dengan tambahan satu unit reservoir. Dimensi pipa rencana di wilayah pengembangan digunakan diameter 25 mm sepanjang 796 m, diameter 50 mm sepanjang 4062 m dan diameter 75 mm sepanjang 1518 m. Biaya perencanaan sistem distribusi air bersih tahun 2029 sebesar Rp. 1.431.375.000,00.

scholarly journals Kebutuhan Air Harian Masyarakat Desa Jada Bahrin Kabupaten Bangka

2020 ◽  
Vol 8 (1) ◽  
pp. 11-19
Author(s):  
Endang Setyawati Hisyam ◽  
Ferra Fahriani ◽  
Rahmad Hidayat
Keyword(s):  
Water Demand ◽  
Dry Season ◽  
Clean Water ◽  
Total Water ◽  
Factors Affecting ◽  
Artificial Pond ◽  
The People ◽  
Daily Water

Jada Bahrin village produces vegetables, rubber, pepper, and pineapple. The people in this village work as a farmer, fisherman, trader, and entrepreneur. They face a big problem to get water in dry season. They only rely on artificial pond to collect and distribute the water to the people. The goals of this study is to know the average daily water demand at present and the prediction of water needs for the next 10 years as well as the factors that influence the water needs in Jada Bahrin. Data for analysis were gathered by distributing questionnaires to respondents. Based on the analysis, the average daily water demand of each person in Jada Bahrin Village was 107.83 liters/person/day (Ipoph) and the prediction of the total water needs of Jada Bahrin Village in the next 10 years (2028) was 2.43 liters/second. Factors affecting the need for clean water were the type of work, the level of income and the influence of climate

scholarly journals ANALYSIS OF THE EFFECTIVENESS OF CLEAN WATER DISTRIBUTION MACHINE USING OVERALL EQUIPMENT EFFECTIVENESS (OEE) METHOD

2021 ◽  
Vol 6 (1) ◽  
pp. 49-56
Author(s):  
Abdul Mail ◽  
Muhammad Dahlan ◽  
Nurhayati Rauf ◽  
A Nurul Chairany ◽  
Arfandi Ahmad ◽  
...  
Keyword(s):  
Drinking Water ◽  
Production Process ◽  
Water Distribution ◽  
Clean Water ◽  
Water Production ◽  
Good Strategy ◽  
Pump Performance ◽  
Low Level ◽  
Maintenance Activities ◽  
Water Companies

Clean water distribution machines are very important for local drinking water companies to be able to supply clean water to customers. The need for water continues to increase, so an analysis is needed to determine the decline in engine pump performance in the production process. Maintenance activities need to be carried out to maintain the reliability (realiability) of the machine so that it can operate properly. Therefore, a good strategy is needed to maintain the continuity of the production process. The purpose of this research is to measure the performance of the water distribution pump machine / equipment associated with the low level of clean water production, to identify the losses experienced by the company. The Overall Equipment Effectiveness (OEE) value obtained before repairs were carried out in November 2019 for Lapi I was 69.38% and Lapi II was 69. 75% while in December 2019 for Lapi I it was 74.02% and Lapi II was 73.65% still below the JIPM standard, namely ≥85%. From the results of the six big losses, the clean water distribution pump machine as a whole still needs evaluation to make improvements in increasing effectiveness and productivity, especially in the problem of redeuced speed losses so that suggestions can be made to improve the clean water distribution machine. After repairs in January 2020 for Lapi I was 87.90% and Lapi II was 87.26% while in February 2020 for Lapi I it was 90.34% and Lapi II was 85.81%. From the results of the six big losses, the clean water distribution pump machine as a whole still needs evaluation to make improvements in increasing effectiveness and productivity, especially in the problem of redeuced speed losses so that suggestions can be made to improve the clean water distribution machine. After repairs in January 2020 for Lapi I was 87.90% and Lapi II was 87.26% while in February 2020 for Lapi I it was 90.34% and Lapi II was 85.81%. From the results of the six big losses, the clean water distribution pump machine as a whole still needs evaluation to make improvements in increasing effectiveness and productivity, especially in the problem of redeuced speed losses so that suggestions can be made to improve the clean water distribution machine. After repairs in January 2020 for Lapi I was 87.90% and Lapi II was 87.26% while in February 2020 for Lapi I it was 90.34% and Lapi II was 85.81%

scholarly journals Sistem Pengendalian dan Monitoring Distribusi Air Berbasis Nodemcu 8266

2020 ◽  
Vol 12 (1) ◽  
pp. 16-23
Author(s):  
Laxmy Devy ◽  
Yul Antonisfia ◽  
Monica Febrina ◽  
Suryadi Suryadi
Keyword(s):  
Distribution System ◽  
Water Distribution ◽  
Water Distribution System ◽  
Water Discharge ◽  
Initial Distribution ◽  
Clean Water ◽  
Water Pump ◽  
Time Zone ◽  
And Control ◽  
Control Water

Clean water management is managed by a Perusahaan Daerah Air Minum (PDAM), which is centered on each local government. The distribution of water to consumers cannot be done evenly because of the water distribution system and manual monitoring. Overcoming these problems, the Water Distribution Equity System to Consumers can be used to monitor and control water distribution. This system regulates the debit and time zone for water distribution to consumers. Water discharge is detected by the water flow sensor, and  the valve is connected to the servo and time zone using RTC DS1307. The water pump is controlled to maintain the volume of water in the reservoir. The water level in the reservoir is detected using the HC-SR04 ultrasonic sensor. Water distribution is monitored on PCs (Personal Computers) and smartphones using Delphi programming and Thingspeak. The reading of water discharge is generated during peak use times for each faucet is 1.9: 1.8: 1.8 while at the time of normal use the ratio of the initial distribution to each faucet is 2.5: 2.3, 1: 1, and 2.5: 2.3.  

scholarly journals Analisis Kebutuhan Air Bersih Kecamatan Anjir Muara dan Kecamatan Anjir Pasar

2019 ◽  
Vol 3 (1) ◽  
pp. 34-41
Author(s):  
Riska Norastina ◽  
Faryanto Effendi
Keyword(s):  
Water Loss ◽  
Water Demand ◽  
Production Capacity ◽  
Secondary Data ◽  
Least Square Method ◽  
Least Square ◽  
Primary Data ◽  
Clean Water ◽  
Total Water ◽  
Domestic Water

ABSTRAK Air adalah salah satu kebutuhan pokok manusia yang sangat berperan penting dalam kehidupan, air dapat diperoleh dari berbagai sumber, tergantung pada kondisi dan daerah setempat. Penyediaan air bersih untuk masyarakat saat ini menjadi salah satu permasalahan penting, dalam rangka memenuhi kebutuhan air bersih yang semakin meningkat setiap tahunnya. Maka PDAM Unit IKK Anjir Muara Pasar perlu mengkaji kembali kebutuhan air bersih. Metode penelitian yang digunakan yaitu dengan pengumpulan data primer dan data sekunder, kemudian dilakukan perhitungan proyeksi penduduk 10 tahun mendatang menggunakan 3 metode yaitu metode aritmatik, metode geometrik, dan metode least square. Kebutuhan air bersih yang dihitung yaitu kebutuhan domestik, kebutuhan non domestik, dan kehilangan air. Sehingga didapatlah kebutuhan air total 10 tahun mendatang. Hasil perhitungan yaitu kebutuhan air domestik tahun 2028 adalah 37,053 L/dtk, kebutuhan air non domestik tahun 2028 adalah 2,27 L/dtk, kehilangan air tahun 2028 adalah 7,864 L/dtk. Total kebutuhan air tahun 2028 adalah 47,19 L/dtk, kapasitas produksi  tahun 2028 yaitu 47,19 L/dtk. Kapasitas produksi yang terpasang saat ini adalah 70 L/dtk, sehingga pada tahun 2028 kapasitas yang terpasang saat ini memenuhi untuk 10 tahun  ke depan. Abstract Water is one of the basic human needs that plays an important role in life, water can be obtained from various sources, depending on conditions and the local area. The provision of clean water for the community is now one of the important problems, in order to meet the growing need for clean water every year. So the IKK PDAM Unit Promote the Estuary Market needs to review the need for clean water. The research method used is by collecting primary data and secondary data, then calculating the population projection for the next 10 years using 3 methods, namely arithmetic methods, geometric methods, and least square method. The calculated clean water needs are domestic needs, non-domestic needs, and water loss. So that you get the total water needs for the next 10 years. The calculation result is that domestic water demand in 2028 is 37,053 L/sec, non-domestic water needs in 2028 are 2.27 L/sec, water loss in 2028 is 7.864 L/sec. The total water demand in 2028 is 47.19 L/sec, production  capacity in 2028 is 47.19 L/sec. The currently installed production capacity is 70 L/sec, so that in 2028 the installed capacity currently meets for the next 10 years.

scholarly journals Perancangan Pemanfaatan Tenaga Surya untuk Penyaluran Air Bersih Bagi Pesantren Attuma’ninah Kab. Lebak, Banten

TERANG ◽  
2020 ◽  
Vol 3 (1) ◽  
pp. 1-9
Author(s):  
Adri Senen
Keyword(s):  
Water Distribution ◽  
Population Based ◽  
Water Sources ◽  
Severe Drought ◽  
Clean Water ◽  
Water Pump ◽  
Long Distance ◽  
Human Needs ◽  
Pumping System ◽  
The People

Clean water is one of the most vital human needs. Indonesia, which the largest part of its territory is water, in fact is still experiencing difficulties to meet the clean water needs  of its population. Based on the data from the Central Statistics Agency in 2018, the percentage of households with clean drinking water sources is 72.99%. Sajira Subdistrict in Lebak, Banten is one that is affected by severe drought. They always experience drought for 6-9 months annually. The people independently built water reservoirs from mountain water sources. Water is pumped using a water pumping machine and accommodated in reservoirs, then distributed to local residents through pipes with minimum distribution distance is 1 km from the reservoir. Due to long distance of the water distribution,many houses can’t be reached by the water. It can be solved by adding a water pump in the reservoir. So the clean water distribution, which is initially only relies on pipes and gravity, can be maximized by the thrust of the water pump. Beside the water pump, the solar panel is also added to the system as a power supply. Thus, the residents don't need to pay for electricity bill to run the pumping system.

scholarly journals Pemenuhan Hak Atas Air Bersih Terhadap Masyarakat Kabupaten Gresik

2019 ◽  
Vol 2 (1) ◽  
pp. 32
Author(s):  
Mochammad Mochammad*
Keyword(s):  
Production Capacity ◽  
Public Works ◽  
Water Supply Systems ◽  
Clean Water ◽  
Investment Funds ◽  
Limited Government ◽  
The People ◽  
The Government ◽  
Business Entities ◽  
The Right

As an unimportant one that is needed by humans and important for other purposes, the discussion of this thesis related to aid and the use of air is an important problem in life. Water that was once felt abundant and can be used together. More and more populations are increasing. Water needs for the Gresik Regency community in 2018 have only been served by PDAM Giri Tirta in Gresik Regency totaling 11 Districts out of a total of 18 Districts in Gresik Regency. The fulfillment of the right to clean water for the people of Gresik Regency must always be pursued in line with the increase in population and development of industrial areas. However, related to the completion of clean water for the community, the need for investment funds is not small for the construction of SPAM supporting infrastructure. Related to what is stated in article 2 paragraph (1) of the Covenant on Ecosob rights. The policy of fulfilling the right to clean water for the people of Gresik Regency is implemented by increasing production capacity. The need for investment funds that are not small to build SPAM infrastructure and limited government funds has implications for the implementation of Cooperation between the Government and the Private Sector (KPS). carried out by PDAM Giri Tirta of Gresik Regency as the executor of the provision of SPAM with Business Entities using a system of Cooperation to Build, Operate and Transfer (BOT). Regulation of the Minister of Public Works and Public Housing Number 19 / PRT / M / 2016 concerning Provision of Support by Regional Governments in Collaborating in the Implementation of Drinking Water Supply Systems.

scholarly journals Pure Water Production in The City Wajihiya

2018 ◽  
Vol 216 (2) ◽  
pp. 93-112
Author(s):  
Dr. Hamid Alwan Mohammed ◽  
MM. Mohammed Jassim Hammadi ◽  
MM. Khamis Ghazi Khalf
Keyword(s):  
Drinking Water ◽  
Spatial Distribution ◽  
Pure Water ◽  
Production Capacity ◽  
Clean Water ◽  
Water Production ◽  
Daily Production ◽  
Single Person ◽  
The City ◽  
Water Sufficiency

The study issue was investigating the reality of drinking water sufficiency in the cities of the district according to the efficiency of the service. The results have come up with the following: The daily production capacity of the refineries does not fulfill the needs of these cities due to the demographic, urban, and commercial growth in them. There is a flaw in spatial distribution of water refineries in the cities of the district. The actual production of clean water facilities in the study area in 2013 is 1287 m3/day. Accordingly, the share of a single person is 125m3/ person/day which is the less than the approved criteria of a person's need of clean water which is 360 m3/ person/day

DAMPAK PENGELOLAAN SAMPAH PADA KESEHATAN MASYARAKAT DI TPA

2019 ◽  
Vol 5 (2) ◽  
Author(s):  
Emilda Emilda
Keyword(s):  
Public Health ◽  
Hand Hygiene ◽  
Waste Management ◽  
Qualitative Data ◽  
Water Storage ◽  
Health Impact ◽  
Clean Water ◽  
The People ◽  
Clean Environment ◽  
The Impact

The limitations of waste management in the Cipayung Landfill (TPA) causing a buildup of garbage up to more than 30 meters. This condition has a health impact on people in Cipayung Village. This study aims to analyze the impact of waste management at Cipayung Landfill on public health in Cipayung Village, Depok City. The research is descriptive qualitative. Data obtained by purposive sampling. Data was collected by interviews, observation and documentation. Based on interviews with 30 respondents, it was found that the most common diseases were diarrhea, then other types of stomach ailments, subsequent itching on the skin and coughing. This is presumably because the environmental conditions in the form of unhealthy air and water and clean and healthy living behaviors (PHBS) have not become the habit of the people. The results indicated that there were no respondents who had implemented all of these criteria. In general respondents have implemented  3 criteria, namely maintaining hair hygiene, maintaining skin cleanliness, and maintaining hand hygiene. While maintaining clean water storage is the most often overlooked behavior. To minimize this health impact, improvements in waste management in Cipayung landfill are needed along with continuous socialization and education to develop PHBS habits and the importance of maintaining a clean environment.

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