scholarly journals The role of water distribution networks in water supply

2018 ◽  
Vol 13 (4) ◽  
pp. 841-846
Author(s):  
Stephen Nyende-Byakika
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Consumer Satisfaction ◽  
Water Distribution ◽  
Distribution Networks ◽  
Supply Management ◽  
Supply Network ◽  
Water Network ◽  
Water Supply Management

Abstract In water supply management it is commonly thought that consumer satisfaction depends mostly on the amount of water discharged to a network. Because of this, complaints about inadequate supply are usually blamed on insufficient production. However, a recent study by the author indicated that the water distribution and supply network is equally important. A water network modelled in EPANET2 hydraulic solver was subjected to various conditions and constraints, and its responses analyzed. For water to be supplied efficiently, and in addition to augmenting production, greater emphasis must be put on the distribution system. This must be designed and optimized appropriately, to deliver water at the required pressure and discharge. In particular, higher pressures can be obtained when larger diameter pipes are used because friction losses are reduced, thereby reducing pumping costs. One way to improve pressure is by limiting demand.

Analisis Hidrolis dan Jejak Karbon Jaringan Distribusi Air Bersih di Pulau Kecil Padat Penduduk (Pulau Lengkang Kecil, Kota Batam)

2020 ◽  
Vol 21 (2) ◽  
pp. 227-235
Author(s):  
Muhammad Rizki Apritama ◽  
I Wayan Koko Suryawan ◽  
Yosef Adicita
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Treatment Plant ◽  
Primary Source ◽  
Distribution Networks ◽  
Clean Water ◽  
Island Community ◽  
Dug Wells ◽  
Centralized Wastewater Treatment

ABSTRACTThe clean water supply system network on Lengkang Kecil Island was developed in 2019. A small portion of the community's freshwater comes from harvesting rainwater and dug wells, which are only obtained during the rainy season. The primary source of clean water used by the community comes from underwater pipelines with a daily discharge of 0.86 l/sec. The water supply of the Lengkang Kecil Island community is 74.3 m3/day, with 146 House Connections (HCs) and to serve public facilities such as elementary schools, primary health centers, and mosques. Hydraulic evaluation of clean water distribution using EPANET 2.0 software on flow velocity shows the lowest rate of 0.29 m/s and the highest of 1.21 m/s. The lowest pressure value in the distribution system is 6.94-6.96 m and headloss units in the range 0.08-0.25 m/km. These three criteria are still within the distribution network design criteria (feasible). A carbon footprint can be calculated from each activity from the analysis of the evaluation of clean water distribution networks. The most massive emissions came from pumping activities with 131 kg CO2-eq, followed by emissions from wastewater 62.5 kgCO2-eq. Further research is needed to determine the quality of wastewater and the design for a centralized wastewater treatment plant (IPALT) to improve Lengkang Kecil Island residents' living standards.Keywords: Lengkang Kecil Island, water, EPANET, carbon footprintABSTRAKJaringan sistem penyediaan air bersih pada Pulau Lengkang Kecil dimulai pada tahun 2019. Sebagian kecil air bersih yang digunakan masyarakat berasal dari pemanenan air hujan dan sumur gali yang hanya didapat pada musim hujan. Sumber air bersih utama yang digunakan masyarakat berasal dari pengaliran perpipaan bawah laut dengan debit harian 0,86 l/detik. Kebutuhan air masyarakat Pulau Lengkang Kecil adalah 74,3 m3/hari dengan 146 Sambungan Rumah (SR) serta untuk melayani fasilitas umum seperti sekolah dasar (SD), puskesmas, dan masjid. Evaluasi hidrolis distribusi air bersih dengan menggunakan software EPANET 2.0 terhadap kriteria kecepatan aliran menunjukkan nilai terendah 0,29 m/s dan tertinggi 1,21 m/s. Nilai sisa tekan dalam sistem distribusi adalah 6,94–6,96 m dan unit headloss pada kisaran 0,08–0,25 m/km. Ketiga kriteria ini masih berada dalam kriteria desain jaringan distribusi (layak). Dari analisis evaluasi jaringan distribusi air bersih, dapat dihitung jejak karbon yang dihasilkan dari setiap kegiatannya. Emisi terbesar berasal dari kegiatan pemompaan dengan nilai 131 kgCO2-eq, diikuti dengan emisi yang berasal dari air limbah dengan nilai 62,5 kgCO2-eq. Penelitian lanjutan diperlukan untuk mengetahui kualitas dari air limbah dan desain untuk instalasi pengolahan air limbah terpusat (IPALT) untuk meningkatkan taraf hidup penduduk Pulau Lengkang Kecil.Kata kunci: Pulau Lengkang Kecil, air, EPANET, jejak karbon

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.

scholarly journals Monitoring of water distribution system effectiveness using fractal geometry

2015 ◽  
Vol 63 (1) ◽  
pp. 155-161 ◽  
Author(s):  
D. Kowalski ◽  
B. Kowalska ◽  
M. Kwietniewski
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Target Location ◽  
Circulatory System ◽  
Supply Network ◽  
Supply Networks ◽  
Water Supply Network ◽  
Fractal Properties ◽  
Preparatory Stage

Abstract The paper discusses issues related to monitoring quality and pressure of water transmitted using water supply networks. Special attention was paid to methods of determining location of measuring points, which to a large extent influence effectiveness of the monitoring system. The purpose of the paper is to present authors’ own method of determining location of points of measuring quality and pressure of transmitted water. The basis for considerations was a real water supply network in a city of about 10.000 residents. The presented method is based on existence of self-similarity properties of the set of fractals formed by the geometrical structure of the water supply network. It is a rank-ordered method involving 3 basic stages - reduction of the number of potential measuring points, providing more details of a target location and checking usefulness of selected points for monitoring purposes. At the preparatory stage, existence of fractal properties of the examined network structure is required to be demonstrated as well as the construction of its numerical model. The ranking is based on two indicators referring by analogy to human circulatory system monitoring and elements of the risk theory. This theory was also used to evaluate usefulness of selected measuring points for monitoring purposes.

Model Precision Assessment of Water Distribution System Based on Uncertainty Analysis

2014 ◽  
Vol 580-583 ◽  
pp. 2394-2397
Author(s):  
Shi Hu Shu ◽  
Xiao Ming Zheng ◽  
Jiu Li Ruan
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Simulation Software ◽  
Model Parameters ◽  
Supply Network ◽  
Water Supply Network ◽  
Network Computer ◽  
Computer Environment ◽  
Precision Assessment

This research analyzed the operation characteristics of the urban water supply network, the space and time change rule of water consumption and the micro modeling process. Using typical simulation software and the corresponding computer environment, the authors took a simple network, e.g., the pipe network model parameters, and under the conditions of variables uncertainty. and created a new Hydraulic Model. Corresponding uncertainty quantitative techniques of water supply network computer model technology were put forward, and new integration software was developed on that basis.

scholarly journals Optimal layout of pressure monitoring points in water supply network based on Optics

2019 ◽  
Vol 79 ◽  
pp. 01015 ◽  
Author(s):  
ChenLei Xie ◽  
QianSheng Fang ◽  
HongYan Zhang ◽  
JiXin Zhang
Keyword(s):  
Water Supply ◽  
Water Distribution ◽  
Distribution Networks ◽  
Water Distribution Networks ◽  
Urban Water ◽  
Supply Network ◽  
Pressure Monitoring ◽  
Monitoring Point ◽  
Water Supply Network ◽  
Spatial Attributes

It is necessary to monitor the pressure in the networks in real time, when we face the problem of pipe burst and leakage in urban water supply network. Therefore, it is particularly important to arrange pressure monitoring points in appropriate places in the pipeline networks. The pressure monitoring point layout is often based on similar degree of the node pressure data in the current stage. A method of optimal pressure monitoring point location in the urban water distribution networks was proposed in this paper. Since the above method did not consider spatial properties of network node. The original feature matrix data is constructed by acquiring the spatial attributes of the pressure monitoring nodes and calculating the non-spatial attributes of the nodes. The original feature matrix data will be normalized. Then the Optics clustering algorithm is used to cluster the normalized node feature matrix data to determine the location and number of pressure monitoring points in monitoring area of urban water distribution networks. Experimental results show that the method effectively ensures that the pressure monitoring points can grasp the pressure information of the whole water supply network more comprehensively and rationally, improves the economy of the pressure monitoring points layout, and provides good guidance for the actual layout of pressure monitoring points in municipal water distribution networks.

scholarly journals Impact of monitoring on the mean time to repair of the water supply network

2018 ◽  
Vol 44 ◽  
pp. 00101
Author(s):  
Magdalena Łój-Pilch ◽  
Anita Zakrzewska
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Repair Time ◽  
Supply Network ◽  
Water Losses ◽  
Water Supply Network ◽  
Quality Of Water ◽  
Before And After

The introduction of monitoring to a water supply network results in reducing its failure rate, increasing its reliability as well as improving the quality of water supplied to consumers, reducing water losses and increasing work safety in a water distribution system. Monitoring enables detection of leakages that could go unnoticed without this system, facilitates detection of leakages and location of failures, i.e. it shortens the repair time — or rather its component — the awaiting-repair time. This paper presents the results of the reliability analysis for a city located in the Upper Silesian Industrial Region before and after the implementation of monitoring to the water supply network.

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