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Analysis, Evaluation and Optimization of Infrastructures Serving Water Systems

A special issue of Water (ISSN 2073-4441). This special issue belongs to the section "Water Resources Management, Policy and Governance".

Deadline for manuscript submissions: closed (31 December 2021) | Viewed by 10422

Special Issue Editors


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Guest Editor
Department of Civil, Architectural and Environmental Engineering, University of Naples Federico II, Naples, Italy
Interests: rainfall; critical events; flood risk management
Special Issues, Collections and Topics in MDPI journals

E-Mail Website
Guest Editor
Department of Civil, Architectural and Environmental Engineering, University of Naples Federico II, Naples, Italy
Interests: water supply systems; energy recovery; hydropower potential; energy efficiency; experimental investigation; CFD modelling; pump-as-turbine
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

In recent decades, the natural water cycle has significantly been affected by climate change, overexploitation, and pollution. A preeminent critical standpoint in the use of water resources is the efficient and economic management of infrastructures serving water systems, which should limit the operational costs and efficiency, providing economic and environmental benefits.

In this field, in urban centers, complex infrastructures and governance systems to manage water resources are available. Water infrastructures allow us to receive supply from groundwater, connect distant sources, distribute water resources to end-users, and drain and treat them. Local climate patterns, along with the legacies of existing systems, reveal how cities are able to meet the evolving water supply challenges. Increasingly, urban water planners look at hybrid models of infrastructure, designing systems that integrate centralized and distributed configurations, also connecting water sources with varying quality with appropriate end-uses. Simulation and optimization models assist in planning all aspects of these systems. Most urban water models simulate processes at hourly or daily intervals, suitable for water quality assessments, distribution system demand, and stormwater operations. The water system should be therefore intended as a complex system, composed of interconnected parts. Thus, the resource has to be considered as a whole, with infrastructure systems needing to be properly planned to preserve the water resources and make their use sustainable for the environment. The management and use of the resource should be organized in an integrated infrastructure system, including the water uptake, distribution, disposal, and treatment. These infrastructures need significant investments, being designed for long periods of service. Thus, the need to implement and apply rational approaches for water system design and management represents a pivotal topic in the field of water resource use, devoted to both developing innovative technical procedures and limiting the economic and sustainable impacts on the environment. Technological improvements in the management of hydraulic systems are directed at the achievement of a maximum benefit with minimum costs.

With this aim, the present Special Issue is mainly devoted to scientific and technical works on the:

  • Adaptation strategies and management of infrastructures serving water systems;
  • Technical innovations in water works design and management;
  • On-field applications of innovative water planning, design, management approaches;
  • Experimental, theoretical and numerical modelling of infrastructures serving water systems;
  • Optimization models and techniques for pressure regulation;
  • Multicriteria approaches for water systems assessment;
  • Small-scale hydropower generation in water systems;
  • Best management practices for water supply, distribution, and sewer systems.

Prof. Francesco De Paola
Dr. Francesco Pugliese
Guest Editors

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Keywords

  • Water systems
  • Water management
  • Optimization
  • Water distribution networks
  • Urban drainage systems
  • Pressure regulation

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Published Papers (3 papers)

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Research

14 pages, 19203 KiB  
Article
Risk and Impact Assessment of Dams in the Contiguous United States Using the 2018 National Inventory of Dams Database
by Junho Song, Madden Sciubba and Jonghun Kam
Water 2021, 13(8), 1066; https://doi.org/10.3390/w13081066 - 13 Apr 2021
Cited by 8 | Viewed by 3384
Abstract
Aging water infrastructure in the United States (U.S.) is a growing concern. In the U.S., over 90,000 dams were registered in the 2018 National Inventory of Dams (NID) database, and their average age was 57 years old. Here, we aim to assess spatiotemporal [...] Read more.
Aging water infrastructure in the United States (U.S.) is a growing concern. In the U.S., over 90,000 dams were registered in the 2018 National Inventory of Dams (NID) database, and their average age was 57 years old. Here, we aim to assess spatiotemporal patterns of the growth of artificial water storage of the existing dams and their hazard potential and potential economic benefit. In this study, we use more than 70,000 NID-registered dams to assess the cumulative hazard potential of dam failure in terms of the total number and the cumulative maximum storage of dams over the 12 National Weather Service River Forecast Center (RFC) regions. In addition, we also estimate potential economic benefits of the existing dams based on their cumulative storage capacity. Results show that the ratios of the cumulative storage capacity to the long-term averaged precipitation range from 8% (Mid-Atlantic) to 50% (Colorado), indicating the significant anthropogenic contribution to the land surface water budget. We also find that the cumulative storage capacity of the dams with high (probable loss of human life is if the dam fails) and significant (potential economic loss and environmental damage with no probable casualty) hazard potential ranges from 50% (North Central) to 98% (Missouri and Colorado) of the total storage capacity within the corresponding region. Surprisingly, 43% of the dams with either high or significant potential hazards have no Emergency Action Plan. Potential economic benefits from the existing dams range from $0.7 billion (Mid Atlantic) to $15.4 billion (West Gulf). Spatiotemporal patterns of hazard potential and economic benefits from the NID-registered dams indicate a need for the development of region-specific preparation, emergency, and recovery plans for dam failure. This study provides an insight about how big data, such as the NID database, can provide actionable information for community resilience toward a safer and more sustainable environment. Full article
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15 pages, 9838 KiB  
Article
How Much Does Water Management Cost? The Case of the Water Market in the Ñuble River of South-Central Chile
by Bratian Buzolic, José Luis Arumí and Jorge Jimenez
Water 2021, 13(3), 258; https://doi.org/10.3390/w13030258 - 21 Jan 2021
Cited by 6 | Viewed by 3254
Abstract
Economic and population growth has increased the demand for freshwater worldwide, generating pressure on the environment and creating conflicts among users. Water markets have emerged as a solution for managing this resource, and Chile has been a pioneer in implementing this approach. However, [...] Read more.
Economic and population growth has increased the demand for freshwater worldwide, generating pressure on the environment and creating conflicts among users. Water markets have emerged as a solution for managing this resource, and Chile has been a pioneer in implementing this approach. However, most Chilean water markets are inefficient due to incomplete information, the poor flexibility of the water distribution system, and high transaction costs. This study analyzes the Ñuble River water market and estimates the economic and social costs of its inefficiencies through a methodology based on the marginal profitability of water, which simulates the operation of a perfect market for the Ñuble River irrigation system. Net benefit losses from market inefficiencies were estimated at 7.6 million dollars annually, which is equivalent to a 25% increase in the net returns of the current river water distribution strategy. Losses of economic benefits are even greater as the availability of water flow decreases. This is important considering that in the last decade the water flows of the Ñuble River have decreased by more than 30% compared to their historical average. Full article
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17 pages, 3930 KiB  
Article
Evaluation of the Storage Effect Considering Possible Redevelopment Options of the Peace Dam in South Korea
by Chulsang Yoo, Hyunsun Shin and Jinwook Lee
Water 2020, 12(6), 1674; https://doi.org/10.3390/w12061674 - 11 Jun 2020
Cited by 3 | Viewed by 2959
Abstract
The Peace Dam is one of two flood control dams in South Korea. Located near the demilitarized zone (DMZ) between North and South Korea, the Peace Dam was constructed as a counter measure to the Imnam Dam of North Korea. However, the recent [...] Read more.
The Peace Dam is one of two flood control dams in South Korea. Located near the demilitarized zone (DMZ) between North and South Korea, the Peace Dam was constructed as a counter measure to the Imnam Dam of North Korea. However, the recent reconciliation efforts between North and South Korea have raised the possibility for the redevelopment of the Peace Dam to be a multi-purpose dam. This study evaluates the possible increase of the flood control ability of the Peace Dam under the condition of its redevelopment. The allocation of flood control and water conservation storage as well as the reservoir operation method is determined to follow the other similar-sized dams in Korea. The flood control ability is quantified by introducing the concept of a storage coefficient. In order to estimate the storage coefficient, an exponential nonlinear reservoir model was used. The results can be summarized as follows: First, the current Peace Dam, a flood control dam, is found to have a small flood control ability. Quantified by the storage coefficient, the flood control ability of the current Peace Dam is estimated to be just 3.9 h. Second, the maximum storage coefficient of the Peace Dam can be increased up to 22.6 h. Here, it is assumed that the dam is operated by the rigid reservoir operation method (rigid ROM) in which the discharge is determined by applying a constant rate (specifically, 0.5 in this study) to the inflow until the peak inflow is reached. In addition, this result is based on the assumption that the ratio between water conservation storage and flood control storage is three. That is, even though the flood control storage is set at just 25% of the total storage, the storage coefficient is increased to be more than five times that of the current Peace Dam. In addition, secured water conservation storage can significantly increase the benefits associated with the redevelopment of the Peace Dam. Full article
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