scholarly journals Chlorine Decay Simulation in Water Distribution System Using EPANET

2021 ◽  
Vol 13 (3) ◽  
Author(s):  
Nur Shazwani Muhammad ◽  
◽  
Siew Ming Shin ◽  
Jazuri Abdullah ◽  
◽  
...  
Keyword(s):  
Distribution System ◽  
Water Distribution ◽  
Water Distribution System ◽  
Treatment Plant ◽  
Extended Period ◽  
Temporal Variations ◽  
Chlorine Concentration ◽  
World Health ◽  
Chemical Components ◽  
Chlorine Decay

Chlorine is used as a disinfectant in the water treatment process so that treated water is delivered safely to consumers. However, chlorine concentration decays when water flows from the treatment plant to the supply point, due to the reaction with natural organic matter and the inner surface of the pipe. Low chlorine concentration may encourage bacteria re-growth, while high chlorine concentration can result in the formation of harmful chemical components. Therefore, this study aims to simulate the complex process of chlorine decay using EPANET. This exercise enables the determination the chlorine concentration dosage required to maintain the desired requirement given by the World Health Organization (WHO) and the Ministry of Health, Malaysia (MOH). A successful model with an extended period of simulations of 72 hours enable the mapping of spatial and temporal variations of flow and residue chlorine concentrations at all links and nodes. Constant chlorine dosage of 3.96 mg/l at node R1 has successfully satisfy the requirement given by WHO and MOH. The residue chlorine concentrations at the nodes and links in the water distribution system also depends on the water usage at node 5, the size of service reservoir and service tank and distance from the reservoir.

scholarly journals Evaluation of chlorine decay models under transient conditions in a water distribution system

2017 ◽  
Vol 19 (4) ◽  
pp. 522-537 ◽  
Author(s):  
Hyunjun Kim ◽  
Sanghyun Kim
Keyword(s):  
Distribution System ◽  
Water Distribution ◽  
Water Distribution System ◽  
Chlorine Concentration ◽  
Transient Conditions ◽  
Hydraulic Conditions ◽  
Transient Events ◽  
Chlorine Decay ◽  
The Impact ◽  
Unsteady Conditions

Residual chlorine concentration decreases along distribution networks because of factors such as water quality, physical properties of the pipeline, and hydraulic conditions. Hydraulic conditions are primarily governed by transient events generated by valve modulation or pumping action. We investigate the impact of transient events on the rate of chlorine decay under various flow conditions. To comprehensively compare the performance of existing chlorine models, 14 candidate models for chlorine concentration were used under various transient conditions. Two-dimensional (2D) transient flow analysis was conducted to investigate the unknown processes of chlorine decay under transient conditions. General formulations for modeling chlorine decay were used to comprehensively study the decay under unsteady conditions and to effectively incorporate the impact of transients into generic model structures. The chlorine decay patterns in the constructed water distribution system were analyzed in the context of transient events. Linear relationships between the model parameters and the frequency of transient events were determined under unsteady conditions, and the impact of turbulence intensity was successfully incorporated into model parameter evaluations. The modeling results from 2D transient analysis exhibit similar predictability as those obtained from calibration using the genetic algorithm.

scholarly journals Mercury Speciation in the Water Distribution System of Skiathos Island, Greece

Proceedings ◽  
2018 ◽  
Vol 2 (11) ◽  
pp. 668
Author(s):  
Alexandra Spyropoulou ◽  
Yannis G. Lazarou ◽  
Chrysi Laspidou
Keyword(s):  
Distribution System ◽  
Water Distribution ◽  
Water Distribution System ◽  
Tap Water ◽  
World Health Organisation ◽  
World Health ◽  
Urban Water ◽  
Groundwater Salinization ◽  
The World ◽  
Standard Set

In recent years, mercury (Hg) concentration that exceeds the Maximum Contaminant Level Standard set by the World Health Organisation for drinking water has been detected in the groundwater of Skiathos Island in Greece. The island single source of urban water is groundwater; as a result, tap water has been characterised as unsafe for drinking and people rely on bottled water for their everyday needs. The origin and speciation of Hg in the aquifer is investigated with the use of the Pourbaix diagram, while the possible correlation with groundwater salinization due to seawater intrusion is examined.

scholarly journals Design and Analysis of Rural Water Supply System Using Loop 4.0 and Water Gems V8i for Nava Shihora Zone 1

2019 ◽  
Vol 9 (1) ◽  
pp. 2258-2266
Keyword(s):  
Water Supply ◽  
Distribution System ◽  
Water Distribution ◽  
Water Distribution System ◽  
Extended Period ◽  
Supply System ◽  
Water Supply System ◽  
Residual Chlorine ◽  
Residual Pressure ◽  
Rural Water

The study presents the hydraulic design and analysis of Rural Water Distribution System (WDS) for Nava shihora region of zone 1 of the state of Gujarat, India. Water supply distribution system is designed for this study for population estimated for future 30 years. LOOP 4.0 and Water Gems v8i software have been used and the results are compared to determine the economical size of pipes for water distribution system. The economical size of pipes of water supply distribution system is designed by considering the constraints; residual pressure at each node, velocity of flow in pipe, head loos in pipes, material of pipes, elevated service reservoir level, peak factor and available commercial pipe diameters. Further water distribution system has been analyzed for extended period simulation (EPS) for the present population scenario for intermittent water supply using Water Gems v8i. Further water supply system is analyzed the residual chlorine concentration at nodes and in the pipe links and also the total cost of water supply system of rural region is estimated.

scholarly journals An Improved Water Distribution System Chlorine Decay Model Using EPANET MSX

2012 ◽  
Author(s):  
Walter M. Grayman ◽  
◽  
Sudhir Kshirsagar ◽  
Melixa Rivera-Sustache ◽  
Mark Ginsberg ◽  
...  
Keyword(s):  
Distribution System ◽  
Water Distribution ◽  
Water Distribution System ◽  
Decay Model ◽  
Chlorine Decay

Rouse Hill – Australia's first full scale domestic non-potable reuse application

1996 ◽  
Vol 33 (10-11) ◽  
pp. 71-78 ◽  
Author(s):  
Ian B. Law
Keyword(s):  
Distribution System ◽  
Water Distribution ◽  
Water Distribution System ◽  
Sewage Treatment ◽  
Sewage Treatment Plant ◽  
Treatment Plant ◽  
Full Scale ◽  
Residential Areas ◽  
North West ◽  
Potable Reuse

There has been increasing interest in reuse of effluent from sewage treatment plants in Australia in recent years, not only for agricultural or land irrigation purposes but also for the provision of dual water supplies to residential areas for the non-potable purposes of toilet flushing, car washing, garden watering and park or other open space irrigation. The Rouse Hill development in the north west of Sydney is Australia's first full scale application of domestic non-potable reuse, with the sewage treatment plant and the dual water distribution system being commissioned in late 1994. This paper describes the Rouse Hill project as a whole including the reasoning behind the installation of the dual water supply system, the design of the sewage treatment plant, the effluent qualities achieved, the design of the dual water distribution system and the requirements of the regulatory authority, the NSW Environmental Protection Authority.

scholarly journals Cascading effects of cyber-attacks on interconnected critical infrastructure

Cybersecurity ◽  
2021 ◽  
Vol 4 (1) ◽  
Author(s):  
Venkata Reddy Palleti ◽  
Sridhar Adepu ◽  
Vishrut Kumar Mishra ◽  
Aditya Mathur
Keyword(s):  
Water Treatment ◽  
Distribution System ◽  
Water Distribution ◽  
Critical Infrastructure ◽  
Water Distribution System ◽  
Treatment Plant ◽  
Water Treatment Plant ◽  
Cyber Attacks ◽  
Physical Systems ◽  
Cascading Effects

AbstractModern critical infrastructure, such as a water treatment plant, water distribution system, and power grid, are representative of Cyber Physical Systems (CPSs) in which the physical processes are monitored and controlled in real time. One source of complexity in such systems is due to the intra-system interactions and inter-dependencies. Consequently, these systems are a potential target for attackers. When one or more of these infrastructure are attacked, the connected systems may also be affected due to potential cascading effects. In this paper, we report a study to investigate the cascading effects of cyber-attacks on two interdependent critical infrastructure namely, a Secure water treatment plant (SWaT) and a Water Distribution System (WADI).

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