scholarly journals PERENCANAAN SISTEM PENYEDIA AIR BERSIH IKK KARANGBINANGUN

Jurnal CIVILA ◽  
2017 ◽  
Vol 2 (2) ◽  
pp. 5
Author(s):  
Sholeh Sholeh ◽  
Nur Azizah Affandy
Keyword(s):  
Data Analysis ◽  
Data Collection ◽  
Water Supply ◽  
Water Distribution ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Network System ◽  
Clean Water ◽  
Human Need ◽  
Data Collection Technique

Water is a basic human need. The effect of water is vast for life, especially water for cooking and drinking. Karangbinangun district does not yet have a good and clean water supply network system. In the effort to provide clean water, distribution network is important. Because this distribution network that distributes from production installation to the community. The purpose of this research is to know the planning of clean and good network system for Karangbinangun district and To know the average amount of water demand needed by the people of Karangbinangun district in the next 10 (ten) years.  The research methods using two methods, namely data collection technique, and data analysis technique. Data collection technique was conducted with primary survey and secondary survey. As for data analysis processed using the relevant empirical formula, without changing the authenticity of data. Prediction of population In Karangbinangun district in 2026 is 17420. And from the calculation of planning can be known service of clean water requirement in Karangbinangun district in year projection 2026 minimum required debit is 1,443,818,38 lt / hr or 60,159,10 lt / jm = 1,002.65 lt / mnt = 16,71 lt / dt = 0.02 m3 / s. From the calculation result is known pipe diameter of 150 mm, and pump spesification Q = 16,71 lt / dt and Head of 27,9 m or 30 m, for planning of water supply system IKK Karangbinangun.

scholarly journals SISTEM PENYEDIAAN DAN DISTRIBUSI AIR BERSIH DI DESA TLOGOAGUNG KECAMATAN KEMBANGBAHU KABUPATEN LAMONGAN DENGAN EPANET 2.0

2018 ◽  
Vol 10 (1) ◽  
pp. 993
Author(s):  
Indrawati Wahyuni ◽  
Nur Azizah Affandy
Keyword(s):  
Water Distribution ◽  
Human Life ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Water Source ◽  
Network System ◽  
Clean Water ◽  
Water Network ◽  
System A ◽  
Human Need

The availability of water is very important for human life, because water is a major human need. It is very important to plan a well-managed water supply system. Tlogoagung Village, Kembangbahu sub-district, Lamongan regency is one of the villages that have not yet a clean water distribution network, so it is necessary to plan clean water distribution network. The source of water used is the water source of the lake in the village. Clean water network system by making intake in lake then pumped to reservoir of distribution. Furthermore, it is distributed to the residential connection service area of the population with gravity system. A clean water network system is planned to meet the needs of clean water up to 2037. Clean water demand is calculated based on population projection by using linear analysis. From the calculation, the need of clean water in Tlogoagung village, Kembangbahu sub-district of Lamongan regency in 2036 with the population of 4431 populations reach 7,431 ltr / sec, for transmission pipes using pipes with 4 inch or 0.1016 m diameters. For distribution pipes using 3 inch diameter pipes 0.0762 m or 2 inch diameter or 0.0508, diameter 1 ½ or 0.0381 m, diameter 1 inch or 0.0254 m. To design a clean water distribution network using Epanet 2.0 software

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 Studi Evaluasi dan Pengembangan Jaringan Distribusi Air Bersih PDAM Kota Malang pada Kecamatan Kedungkandang

2016 ◽  
Vol 14 (1) ◽  
pp. 27
Author(s):  
Chairil Shaleh ◽  
Afrenia Dewi Angguntiana
Keyword(s):  
Regression Analysis ◽  
Water Distribution ◽  
Planning Process ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Software Tools ◽  
Pipe Diameter ◽  
Network System ◽  
Clean Water ◽  
Water Requirements

Clean water is a basic need for humans to get priority in the handling and fulfillment. To meet these needs should be evaluated and the development of clean water needs of the community so that optimally fulfilled. The purpose of this study is that calculates water requirements in the study area and plan the development of clean water distribution network system in the District Kedungkandang, to support the planning process pipelines are needed appropriate software tools that Waternet ver DEM09, this program serves to analyze the flow of water flowing in the pipeline and can determine the pressure in each pipe. Evaluation results show an increase in the service of PDAM Malang to the subdistrict. Kedungkandang of 72% (service in 2013) became 81.9% (Service 2024). By using geometric regression analysis, the projected number Kedungkandang District residents in 2024 reached 194 801 inhabitants. With the need for clean water that reaches the average 282.6 liters / sec, the distribution of water using gravity and pipe diameter is 25 mm - 150 mm. 

A study on appropriate investment of pipeline rehabilitation for water distribution network

2005 ◽  
Vol 5 (2) ◽  
pp. 31-38
Author(s):  
A. Asakura ◽  
A. Koizumi ◽  
O. Odanagi ◽  
H. Watanabe ◽  
T. Inakazu
Keyword(s):  
Monte Carlo Simulation ◽  
Monte Carlo ◽  
Water Supply ◽  
Water Distribution ◽  
Ad Hoc ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Optimal Basis ◽  
Model Case

In Japan most of the water distribution networks were constructed during the 1960s to 1970s. Since these pipelines were used for a long period, pipeline rehabilitation is necessary to maintain water supply. Although investment for pipeline rehabilitation has to be planned in terms of cost-effectiveness, no standard method has been established because pipelines were replaced on emergency and ad hoc basis in the past. In this paper, a method to determine the maintenance of the water supply on an optimal basis with a fixed budget for a water distribution network is proposed. Firstly, a method to quantify the benefits of pipeline rehabilitation is examined. Secondly, two models using Integer Programming and Monte Carlo simulation to maximize the benefits of pipeline rehabilitation with limited budget were considered, and they are applied to a model case and a case study. Based on these studies, it is concluded that the Monte Carlo simulation model to calculate the appropriate investment for the pipeline rehabilitation planning is both convenient and practical.

Determination of Neutral Point in Water Distribution Network Pipes with Variable Discharge on Route

2014 ◽  
Vol 909 ◽  
pp. 428-432 ◽  
Author(s):  
Ioan Sarbu ◽  
Gabriel Ostafe
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Distribution Network ◽  
Water Distribution Network ◽  
Distribution Networks ◽  
Neutral Point ◽  
Water Supply Systems ◽  
Proposed Model

Distribution networks are an essential part of all water supply systems. Distribution system costs within any water supply scheme may be equal to or greater than 60% of the entire cost of the project. The reliability of supply is much greater in the case of looped networks. The pipe networks have concentrated outflows or uniform outflow along the length of each pipe. In some pipes with variable discharge of a looped distribution network, water velocity could be reversed between its extremities. Thus, it is a water stall point denominated neutral point in which the discharge is null. In this paper a mathematical model for the determination of water stall point location in the pipes with distributed consumption is developed. This model has been implemented in a computer program for PC microsystems. Numerical example will be presented to demonstrate the accuracy and efficiency of the proposed model.

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