Search for Articles:
Title / Keyword
Author / Affiliation / Email
Journal
Article Type
 
 
Advanced Search
 
Section
Special Issue
Volume
Issue
Number
Page
 
5.8
3.0
Journals
Water
Special Issues
Urban Stormwater Control, Utilization, and Treatment
share announcement

Urban Stormwater Control, Utilization, and Treatment

A special issue of Water (ISSN 2073-4441). This special issue belongs to the section "Urban Water Management".

Deadline for manuscript submissions: 20 May 2025 | Viewed by 10806

Special Issue Editors

Dr. Jun Wang

E-Mail Website
Guest Editor
School of Civil Engineering, Shandong University, Jinan 250061, China
Interests: stormwater management; statistical hydrology; urban hydrology and hydraulics
Dr. Shouhong Zhang

E-Mail Website
Guest Editor
College of Soil and Water Conservation, Beijing Forestry University, Beijing 100083, China
Interests: stormwater control; rainwater harvesting; integrated watershed management
Dr. Anita Raimondi

E-Mail Website
Guest Editor
Dipartimento di Ingegneria Civile e Ambientale, Politecnico di Milano, 20133 Milano, Italy
Interests: nature-based solutions for stormwater management; analytical probabilistic models; sustainable water resources management
Special Issues, Collections and Topics in MDPI journals

Special Issue Information

Dear Colleagues,

Sustainable urban stormwater management has been a hot research topic in the context of the rapid urbanization and changing climate. Specifically, effective approaches to urban stormwater control, utilization and treatment are of great importance for the mitigation of challenges regarding waterlogging and water pollution that are faced in urban areas. Holistic and nature-based technologies in urban stormwater control, utilization and treatment have been widely accepted and implemented around the globe, including strategies such as the green stormwater infrastructure (GSI), low-impact development (LID) practices, best management practices (BMPs), sponge city (SC) practice, sustainable urban drainage system (SUDS), water-sensitive urban design (WSUD), the Active Beautiful and Clean (ABC) Waters Programme, etc.

Stormwater control, utilization and treatment measures can generally be classified into various retention-based, infiltration-based and filter-based types for both water quantity and water quality management purposes. Examples of these practices include detention ponds, CSO tanks, wetlands, rainwater harvesting systems, green roofs, rain gardens, bioretention cells, permeable pavements, infiltration trenches, perforated pipes, etc. Proper approaches to the planning, design, analysis, operation and maintenance of stormwater control, utilization and treatment facilities can enhance the resilience and adaption capacity of stormwater systems to urban flooding and contamination hazards in the current changing environment induced by climate change and human activities.

The current Special Issue welcomes manuscripts focusing on up-to-date knowledge related to “Urban Stormwater Control, Utilization and Treatment”, welcoming all related manuscripts. Contributions to this Special Issue may involve laboratory and field tests of stormwater control, utilization and treatment practices, or numerical simulations and analytical derivation approaches either on an event basis or based on a continuous simulation/analysis. Original research, literature review or critical review papers are welcome. Relevant topics include, but are not limited to, the following areas:

  • Stormwater management, policy and guidelines;
  • Low-impact development/green infrastructure/sponge city;
  • Urban hydrologic and hydraulic processes;
  • Assessing the hydrologic performance of stormwater control measures;
  • Assessing the cost-effectiveness of stormwater control measures;
  • Assessing the reliability of rainwater harvesting systems;
  • Optimal sizing of stormwater control facilities;
  • Operation and maintenance for stormwater control facilities;
  • Laboratory/field studies on urban stormwater control, utilization and treatment;
  • Numerical simulation (SWMM, HEC-HMS, InfoWorks, MIKE, etc.) studies on urban stormwater control, utilization and treatment;
  • Analytical derivations for the design and analysis of stormwater control facilities;
  • Impacts of climate change on urban stormwater control, utilization and treatment;
  • Pollutant removal efficiency of urban stormwater control measures;
  • Spatial-temporal scale effects on the modelling of stormwater control systems;
  • Statistical analysis of the risk, reliability, resilience, vulnerability or sustainability for the stormwater system in an uncertain environment;
  • Stormwater treatment technologies;
  • Sustainable urban drainage systems (SUDS)/urban water-sensitive design (UWSD);
  • Nature-based solutions (NBS);
  • Flood resilience of urban drainage system;
  • Innovative ways to recycle rainwater.

Dr. Jun Wang
Dr. Shouhong Zhang
Dr. Anita Raimondi
Guest Editors

Manuscript Submission Information

Manuscripts should be submitted online at www.mdpi.com by registering and logging in to this website. Once you are registered, click here to go to the submission form. Manuscripts can be submitted until the deadline. All submissions that pass pre-check are peer-reviewed. Accepted papers will be published continuously in the journal (as soon as accepted) and will be listed together on the special issue website. Research articles, review articles as well as short communications are invited. For planned papers, a title and short abstract (about 100 words) can be sent to the Editorial Office for announcement on this website.

Submitted manuscripts should not have been published previously, nor be under consideration for publication elsewhere (except conference proceedings papers). All manuscripts are thoroughly refereed through a single-blind peer-review process. A guide for authors and other relevant information for submission of manuscripts is available on the Instructions for Authors page. Water is an international peer-reviewed open access semimonthly journal published by MDPI.

Please visit the Instructions for Authors page before submitting a manuscript. The Article Processing Charge (APC) for publication in this open access journal is 2600 CHF (Swiss Francs). Submitted papers should be well formatted and use good English. Authors may use MDPI's English editing service prior to publication or during author revisions.

Keywords

  • stormwater control
  • low-impact development
  • numerical simulation
  • analytical probabilistic approach
  • stormwater treatment
  • rainwater harvesting
  • SWMM
  • sponge city
  • stormwater quality
  • urban flooding

Benefits of Publishing in a Special Issue

  • Ease of navigation: Grouping papers by topic helps scholars navigate broad scope journals more efficiently.
  • Greater discoverability: Special Issues support the reach and impact of scientific research. Articles in Special Issues are more discoverable and cited more frequently.
  • Expansion of research network: Special Issues facilitate connections among authors, fostering scientific collaborations.
  • External promotion: Articles in Special Issues are often promoted through the journal's social media, increasing their visibility.
  • e-Book format: Special Issues with more than 10 articles can be published as dedicated e-books, ensuring wide and rapid dissemination.

Further information on MDPI's Special Issue polices can be found here.

Published Papers (4 papers)

Download All Papers
Order results
Result details
Show export options expand_more Show export options expand_less
Select all
Export citation of selected articles as:

Research

21 pages, 5459 KiB  
Article
A Practical, Adaptive, and Scalable Real-Time Control Approach for Stormwater Storage Systems
by Ruijie Liang, Holger Robert Maier, Mark Andrew Thyer and Graeme Clyde Dandy
Water 2024, 16(19), 2844; https://doi.org/10.3390/w16192844 - 7 Oct 2024
Viewed by 1795
Abstract
Traditionally, urban stormwater infrastructure systems consist of passive infrastructure that is not actively controlled in response to rainfall events. Recently, real-time control (RTC) has been considered as a means to significantly increase the capacity and lifespan of these systems. This paper introduces the [...] Read more.
Traditionally, urban stormwater infrastructure systems consist of passive infrastructure that is not actively controlled in response to rainfall events. Recently, real-time control (RTC) has been considered as a means to significantly increase the capacity and lifespan of these systems. This paper introduces the target flow control systems (TFCS) approach, which can use real-time control of systems of storages to achieve the desired flow conditions at the locations of interest. The first distinctive feature of this approach is that it does not require calibration to catchment-specific data, unlike existing approaches. This means that the TFCS approach is generally applicable to different catchments and is able to respond to future changes in runoff due to land use and/or climate change. The second distinctive feature is that the approach only requires storage-level information measured in real time with the aid of low-cost pressure sensors. This means that the approach is practical and relatively easy to implement. In addition to the introduction of the novel TFCS approach, a key innovation of this study is that the approach is tested on three case studies, each with different physical configurations and stormwater management objectives. Another key innovation is that the TFCS approach is compared to five RTC approaches, including three of the best-performing advanced approaches from the literature. Comparisons of multiple RTC approaches that consider both performance and practicality across multiple case studies are rare. Results show that the TFCS approach is the only one of the five control approaches analysed that has both the best overall performance and the highest level of practicality. The outcomes highlight the potential of the TFCS approach as a practical RTC approach that is applicable to a wide range of catchments with different stormwater management objectives. By maximizing the performance of existing stormwater storages, the TFCS approach can potentially extend the lifespan of existing infrastructure and avoid costly upgrades due to increased runoff caused by land use and climate change. Full article
(This article belongs to the Special Issue Urban Stormwater Control, Utilization, and Treatment)
►▼ Show Figures

Figure 1

21 pages, 4321 KiB  
Article
An Event-Based Resilience Index to Assess the Impacts of Land Imperviousness and Climate Changes on Flooding Risks in Urban Drainage Systems
by Jiada Li, Courtenay Strong, Jun Wang and Steven Burian
Water 2023, 15(14), 2663; https://doi.org/10.3390/w15142663 - 23 Jul 2023
Cited by 4 | Viewed by 2399
Abstract
Assessing the resilience of urban drainage systems requires the consideration of future disturbances that will disrupt the system’s performance and trigger urban flooding failures. However, most existing resilience assessments of urban drainage systems rarely consider the uncertain threats from future urban redevelopment and [...] Read more.
Assessing the resilience of urban drainage systems requires the consideration of future disturbances that will disrupt the system’s performance and trigger urban flooding failures. However, most existing resilience assessments of urban drainage systems rarely consider the uncertain threats from future urban redevelopment and climate change, which leads to the underestimation of future disturbances toward system performance. This paper fills in the gap of assessing the combined and relative impacts of future impervious land cover and rainfall changes on flooding resilience in the context of a densely infilled urban catchment served by an urban drainage system in Salt Lake City, Utah, USA. An event-based resilience index is proposed to measure climate change and urbanization impacts on urban floods. Compared with the traditional resilience metric, the event-based resilience index can consider climatic and urbanized impacts on each urban flooding event; the new resilience index assist engineers in harvesting high-resolution infrastructure adaptation strategies at vulnerable spots from the system level to the junction level. Impact comparison for the case study shows that impervious urban surface changes induce greater effects on the system performance curves by magnifying the maximum failure level, lengthening the recovery duration, and aggravating the flooding severity than rainfall intensity changes. A nonlinear logarithmic resilience correlation is found; this finding shows that flooding resilience is more sensitive to the land imperviousness change due to urban redevelopment than rainfall intensity changes in the case study. This research work predicts the system response to the disturbances induced by climate change and urban redevelopment, improving the understanding of impact analysis, and contributes to the advancement of resilient urban drainage systems in changing environments. Full article
(This article belongs to the Special Issue Urban Stormwater Control, Utilization, and Treatment)
►▼ Show Figures

Figure 1

17 pages, 3198 KiB  
Article
Performance of Sand and Mixed Sand–Biochar Filters for Treatment of Road Runoff Quantity and Quality
by Harri Koivusalo, Maria Dubovik, Laura Wendling, Eero Assmuth, Nora Sillanpää and Teemu Kokkonen
Water 2023, 15(8), 1631; https://doi.org/10.3390/w15081631 - 21 Apr 2023
Cited by 3 | Viewed by 2395
Abstract
Nature-based solutions and similar natural water retention measures to manage urban runoff are often implemented by cities in order to reduce runoff peaks, catch pollutants, and improve sustainability. However, the performance of these stormwater management solutions is relatively rarely assessed in detail prior [...] Read more.
Nature-based solutions and similar natural water retention measures to manage urban runoff are often implemented by cities in order to reduce runoff peaks, catch pollutants, and improve sustainability. However, the performance of these stormwater management solutions is relatively rarely assessed in detail prior to their construction, or monitored and evaluated following implementation. The objective of this study was to investigate the field-scale performance of road runoff filters with respect to the management of stormwater quantity and quality. This study synthesizes data from two intensive measurement surveys after the construction of sand and biochar-amended road runoff filters. The filters were able to strongly control the runoff volume and shape of the hydrograph. The long-term retention was about half that of the water inflow, and a hydrographic analysis showed the significant but strong event-size-dependent detention of runoff in both the sand and the sand–biochar filters. The biochar amendment in the filter showed no clear hydrological impact. The pollutant attenuation of the implemented road runoff filters was modest in comparison with that observed under controlled conditions. The impact of the biochar layer on the effluent water quality was observed as the levels of phosphorous, organic carbon, K, Ca and Mg in the sand–biochar filter effluent increased in comparison with the sand filter. Full article
(This article belongs to the Special Issue Urban Stormwater Control, Utilization, and Treatment)
►▼ Show Figures

Figure 1

16 pages, 4195 KiB  
Article
KDE-Based Rainfall Event Separation and Characterization
by Shengle Cao, Yijiao Diao, Jiachang Wang, Yang Liu, Anita Raimondi and Jun Wang
Water 2023, 15(3), 580; https://doi.org/10.3390/w15030580 - 1 Feb 2023
Cited by 17 | Viewed by 2753
Abstract
Rainfall event separation is mainly based on the selection of the minimum inter-event time (MIET). The traditional approach to determining a suitable MIET for estimating the probability density functions is often using the frequency histograms. However, this approach cannot avoid arbitrariness and subjectivity [...] Read more.
Rainfall event separation is mainly based on the selection of the minimum inter-event time (MIET). The traditional approach to determining a suitable MIET for estimating the probability density functions is often using the frequency histograms. However, this approach cannot avoid arbitrariness and subjectivity in selecting the histogram parameters. To overcome the above limitations, this study proposes a kernel density estimation (KDE) approach for rainfall event separation and characterization at any specific site where the exponential distributions are suitable for characterizing the rainfall event statistics. Using the standardized procedure provided taking into account the Poisson and Kolmogorov–Smirnov (K-S) statistical tests, the optimal pair of the MIET and rainfall event volume threshold can be determined. Two climatically different cities, Hangzhou and Jinan of China, applying the proposed approach are selected for demonstration purposes. The results show that the optimal MIETs determined are 12 h for Hangzhou and 10 h for Jinan while the optimal event volume threshold values are 3 mm for both Hangzhou and Jinan. The KDE-based approach can facilitate the rainfall statistical representation of the analytical probabilistic models of urban drainage/stormwater control facilities. Full article
(This article belongs to the Special Issue Urban Stormwater Control, Utilization, and Treatment)
►▼ Show Figures

Figure 1

Show export options expand_more Show export options expand_less
Select all
Export citation of selected articles as:
 
Displaying articles 1-4
Back to TopTop