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Safety in the Operation of Water Supply Systems

A special issue of Sustainability (ISSN 2071-1050). This special issue belongs to the section "Sustainable Water Management".

Deadline for manuscript submissions: closed (1 December 2022) | Viewed by 9587

Special Issue Editors


E-Mail Website1 Website2
Guest Editor
Department of Water Supply and Sewerage Systems, Faculty of Civil, Environmental Engineering and Architecture, Rzeszow University of Technology, 35-959 Rzeszow, Poland
Interests: reliability and safety of municipal systems; risk analysis connected with water supply systems operation; safety of water supply consumers; failure risk analysis; reliability-based risk assessment
Special Issues, Collections and Topics in MDPI journals

E-Mail Website1 Website2
Guest Editor
Department of Water Supply and Sewerage Systems, Faculty of Civil, Environmental Engineering and Architecture, Rzeszow University of Technology, 35-959 Rzeszow, Poland
Interests: reliability and safety of municipal systems; water supply systems; water network; risk analysis connected with water supply systems operation; safety of water supply consumers; failure risk analysis; reliability-based risk assessment
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

The proper operation of the water supply systems (WSSs) requires constant investment, and the priority is to provide residents with potable water, in the required quantity and under appropriate pressure, in accordance with the applicable directives. WSSs safety analysis and assessment is a complex issue, including the analysis of potential threats, their effects, and the so-called systems or security barriers. The analysis is conducted primarily in terms of the health safety of water consumers, as well as threats resulting from a lack or deficit of supplies, and threats to the environment. This process should include elements of the analysis of the existing state, as well as possible potential threats, safety, and repair procedures. A holistic and multi-faceted approach to the problem includes the comprehensive management of the safety of the water supply in the context of man, technical systems, and the environment, as well as safety, health, and the environment. This approach meets the recommendations of the World Health Organization in the context of the so-called Water Safety Plan, as well as the guidelines for the health safety of water intended for human consumption.

Dr. Barbara Tchórzewska-Cieślak
Dr. Katarzyna Pietrucha-Urbanik
Guest Editors

Manuscript Submission Information

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Keywords

  • hazard identification
  • managing drinking water safety
  • risk analysis
  • risk and vulnerability assessment safety
  • water safety plans
  • water supply systems

Published Papers (4 papers)

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Research

22 pages, 3338 KiB  
Article
Adaptive DMA Design and Operation under Multiscenarios in Water Distribution Networks
by Xuan Khoa Bui, Gimoon Jeong and Doosun Kang
Sustainability 2022, 14(6), 3692; https://0-doi-org.brum.beds.ac.uk/10.3390/su14063692 - 21 Mar 2022
Cited by 6 | Viewed by 2258
Abstract
Water distribution network (WDN) is a human-centered infrastructure that is indispensable for modern cities worldwide. In addition to optimizing the operation and management (O&M) of WDNs under the current state, water utilities should be able to manage uncertain and risk conditions for improving [...] Read more.
Water distribution network (WDN) is a human-centered infrastructure that is indispensable for modern cities worldwide. In addition to optimizing the operation and management (O&M) of WDNs under the current state, water utilities should be able to manage uncertain and risk conditions for improving their O&M efficiency. Although the disintegration of large WDNs into permanent district metered areas (DMAs) is an O&M innovation based on water leakage monitoring and pressure management, its network redundancy and reliability diminish under anomalous conditions. Therefore, this study proposed a design and operation procedure to obtain optimal, self-adaptive DMA configurations for various plausible abnormal scenarios. The proposed method is based on multiscenario simulation and optimization, comprising two phases: (1) design of optimal DMA layout for each scenario using the pressure uniformity index to optimize the placement of flow meters and gate valves, and (2) dynamic transformation of the base DMA configuration into an adaptive DMA layout adapting to abnormal conditions and optimization of the locations and statuses of the control valves. Moreover, we used a real-world WDN to demonstrate the effectiveness of the proposed approach, and the obtained results revealed the efficiency and appropriate performance of the adaptive DMA layouts for sustainable adaptation of WDNs under anomalous conditions. Full article
(This article belongs to the Special Issue Safety in the Operation of Water Supply Systems)
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15 pages, 1965 KiB  
Article
A Study on the Practical Pressure-Driven Hydraulic Analysis Method Considering Actual Water Supply Characteristics of Water Distribution Network
by Dong Eil Chang, Do Guen Yoo and Joong Hoon Kim
Sustainability 2021, 13(5), 2793; https://0-doi-org.brum.beds.ac.uk/10.3390/su13052793 - 05 Mar 2021
Cited by 4 | Viewed by 1849
Abstract
For reliable pressure-driven analysis (PDA) results, it is necessary to reasonably determine an objective head-outflow relationship (HOR) and the required head for each node. So far, no methodology has been proposed to objectively determine two factors based on data of real block. In [...] Read more.
For reliable pressure-driven analysis (PDA) results, it is necessary to reasonably determine an objective head-outflow relationship (HOR) and the required head for each node. So far, no methodology has been proposed to objectively determine two factors based on data of real block. In this study, the HOR was defined using the water supply method, residential environment, and water consumption data within real blocks. The standard minimum residual pressure criteria were reviewed to quickly and rationally determine the required head for each node. To validate the proposed methodology, the HOR and required head application conditions were configured for different scenarios; the available flow rate of nodes and the water supply capacity of the entire block were evaluated based on PDA results. Through the results for each scenario, the HOR definition method was able to provide a reasonable result reflecting the actual block’s conditions, unlike the conventional orifice-type HOR, and the standard minimum residual pressure criteria as the required head was evaluated to be more efficient than the conventional time-consuming method. The HOR uncertainty and the lack of rationality in the selection of the required heads affected the reliability of PDA results; these problems can be solved using the proposed methodology. Full article
(This article belongs to the Special Issue Safety in the Operation of Water Supply Systems)
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18 pages, 3280 KiB  
Article
Practical Head-Outflow Relationship Definition Methodology That Accounts for Varied Water-Supply Methods
by Dong Eil Chang, Do Guen Yoo and Joong Hoon Kim
Sustainability 2020, 12(11), 4755; https://0-doi-org.brum.beds.ac.uk/10.3390/su12114755 - 10 Jun 2020
Cited by 3 | Viewed by 2244
Abstract
Achieving reliable pressure-driven analysis (PDA) results that account for anomalies within water-pipe networks requires a head-outflow relationship (HOR) model that can calculate supply flow rate according to the supply pressure at each node. Many studies have suggested HOR models, but a methodology to [...] Read more.
Achieving reliable pressure-driven analysis (PDA) results that account for anomalies within water-pipe networks requires a head-outflow relationship (HOR) model that can calculate supply flow rate according to the supply pressure at each node. Many studies have suggested HOR models, but a methodology to define HORs that considers the actual residential environment of users and differing water-supply methods for residential buildings has not yet been proposed. This study considered water-use data from buildings and actual differences in residential environments in a surveyed area (including building heights, topography, and water systems within buildings) and water-supply methods (indirect/direct water supply, existence of a pump within buildings) to develop a methodology and derive a representative HOR for the target area for PDA. Further, a representative HOR was determined for each block by applying the developed methodology for two blocks with similar residential environments but different water-use patterns. It confirmed that the HOR induced through this process could provide high water-supply performance despite a low supply head and needed to reflect the diversity of the water-supply method. The proposed HOR-definition methodology can be easily applied in water-pipe network design and operation processes and ensure objectivity and rationality of HOR selection to yield reliable PDA results. Full article
(This article belongs to the Special Issue Safety in the Operation of Water Supply Systems)
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17 pages, 6407 KiB  
Article
Development of Cross-Domain Artificial Neural Network to Predict High-Temporal Resolution Pressure Data
by Young Hwan Choi and Donghwi Jung
Sustainability 2020, 12(9), 3832; https://0-doi-org.brum.beds.ac.uk/10.3390/su12093832 - 08 May 2020
Cited by 1 | Viewed by 1986
Abstract
Forecasting hydraulic data such as pressure and demand in water distribution system (WDS) is an important task that helps ensure efficient and accurate operations. Despite high-performance data prediction, missing data can still occur, making it difficult to effectively operate WDS. Though the pressure [...] Read more.
Forecasting hydraulic data such as pressure and demand in water distribution system (WDS) is an important task that helps ensure efficient and accurate operations. Despite high-performance data prediction, missing data can still occur, making it difficult to effectively operate WDS. Though the pressure data are directly related to the rules of operation for pumps or valves, few studies have been conducted on pressure data forecasting. This study proposes a new missing and incomplete data control approach based on real pressure data for reliable and efficient WDS operation and maintenance. The proposed approach is: (1) application of source data from high-resolution, real-world pressure data; (2) development of a cross-domain artificial neural network (CDANN), combining the standard artificial neural networks (ANNs) and the cross-domain training approach for missing data control; and (3) analysis of standard data mining according to external factors to improve prediction accuracy. To verify the proposed approach, a real-world network located in South Korea was used, and the forecasting results were evaluated through performance indicators (i.e., overall, special points, and percentage errors). The performance of the CDANN is compared with that of standard ANNs, and CDANN was found to provide better predictions than traditional ANNs. Full article
(This article belongs to the Special Issue Safety in the Operation of Water Supply Systems)
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