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Putri FK, Hidayah E, Ma'ruf MF. Enhancing stormwater management with low impact development (LID): a review of the rain barrel, bioretention, and permeable pavement applicability in Indonesia. Water Sci Technol 2023; 87:2345-2361. [PMID: 37186635 PMCID: wst_2023_095 DOI: 10.2166/wst.2023.095] [Citation(s) in RCA: 3] [Impact Index Per Article: 3.0] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 05/17/2023]
Abstract
Low impact development (LID) is a sustainable land use and planning strategy that aims to minimize the environmental impacts of development. A community can enhance their water resources and create sustainable and resilient neighbourhoods. This approach has demonstrated success in managing stormwater and promoting water reuse globally, however, its suitability in developing countries like Indonesia remains uncertain and requires further investigation. The implementation of LID in developing countries may face several challenges including high density and complex drainage networks, combined sewer usage, clay soil type, irregular housing layouts, community socio-economic characteristics, affordability, cost, and the availability of regulations and policies. With proper planning and site-specific strategies, LID can be implemented effectively in Indonesia. Clear regulations, secured funding source and community-based LID are all essential for successful LID deployment. This paper can be used as a starting point for considering LID implementation in Indonesia and other countries with similar characteristics.
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Affiliation(s)
- Fidyasari Kusuma Putri
- Department of Civil Engineering, Jember University, Jl. Kalimantan Tegalboto No.37, Jember, Jawa Timur 68121, Indonesia E-mail:
| | - Entin Hidayah
- Department of Civil Engineering, Jember University, Jl. Kalimantan Tegalboto No.37, Jember, Jawa Timur 68121, Indonesia E-mail:
| | - Mokhammad Farid Ma'ruf
- Department of Civil Engineering, Jember University, Jl. Kalimantan Tegalboto No.37, Jember, Jawa Timur 68121, Indonesia E-mail:
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Iqbal A, Rahman MM, Beecham S. Permeable Pavements for Flood Control in Australia: Spatial Analysis of Pavement Design Considering Rainfall and Soil Data. Sustainability 2022; 14:4970. [DOI: 10.3390/su14094970] [Citation(s) in RCA: 3] [Impact Index Per Article: 1.5] [Reference Citation Analysis] [What about the content of this article? (0)] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 02/01/2023]
Abstract
Permeable pavements allow rainfall and surface runoff to infiltrate through their surface, and this reduces urban flooding by increasing water management efficiency. The design of permeable pavements depends heavily on rainfall and soil conditions for a particular area. This study investigates the required base course thickness in different areas across Australia that can effectively reduce flood intensities. A detailed hydraulic analysis was conducted, considering the pavement materials, soil characteristics and rainfall intensities across Australia. The research also developed a relationship between base course thickness, rainfall intensity and soil classification, which can facilitate reasonable predictions of required design thickness for any location. The results showed a strong relationship between soil characteristics and pavement thickness, with clay soils requiring increased pavement thickness correlated with rainfall intensity. A spatial analysis was conducted, producing a tool for initial screening on the design requirements, before proceeding with a detailed design.
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Yang Q, Dai F, Beecham S. The influence of evaporation from porous concrete on air temperature and humidity. J Environ Manage 2022; 306:114472. [PMID: 35030427 DOI: 10.1016/j.jenvman.2022.114472] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.5] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 06/20/2021] [Revised: 01/03/2022] [Accepted: 01/06/2022] [Indexed: 06/14/2023]
Abstract
Porous concrete is increasingly being used as a more sustainable surfacing alternative to asphalt and other impermeable materials. This is because, not only does it provide source control of stormwater, but it also has the potential to help mitigate the urban heat island effect through the process of evaporative cooling. This experimental investigation examines how evaporation from these systems is affected by the availability of water within the porous concrete and the influence this has on the surrounding environment, particularly in terms of air temperature and humidity. The effect of a dual layer porous concrete on evaporation rates is also assessed, which is important because the dual layer system is a relatively new development that is now being used in many parts of the world. It was found that both evaporation rate and evaporative cooling were strongly influenced by water availability near the upper surface of the porous concrete and under these conditions significant air temperature reductions can be achieved. It was also found that having a dual layered porous concrete system did not have a considerable effect on evaporation rates in this study, probably because of the relatively large thickness of the upper layer.
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Affiliation(s)
- Qiuxia Yang
- Xi'an University of Architecture and Technology, China.
| | - Fan Dai
- Xi'an University of Architecture and Technology, China.
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Li N, Tian Y, Ma B, Hu D. Experimental Investigation of Water-Retaining and Mechanical Behaviors of Unbound Granular Materials under Infiltration. Sustainability 2022; 14:1174. [DOI: 10.3390/su14031174] [Citation(s) in RCA: 2] [Impact Index Per Article: 1.0] [Reference Citation Analysis] [What about the content of this article? (0)] [Abstract] [Track Full Text] [Subscribe] [Scholar Register] [Indexed: 11/17/2022]
Abstract
Unbound granular materials (UGM) in permeable pavement will experience large numbers of infiltration during their service-life. The frequently changed moisture not only affects the cooling effect of permeable pavement, but also influences the mechanical behaviors of UGM. However, evidence is lacking to state the influence of infiltration on the behaviors of UGM, which is commonly in fully permeable pavement. Considering the influence of infiltration, this study conducted experimental tests to investigate the effect on the water-retaining and bearing capacity of UGM. With the water-retaining tests, the water-retaining rate in the whole structure and at different depths was analyzed under different infiltration numbers and duration. The results showed that the water-retaining rate increased with the extension of the infiltration duration. The infiltration duration had a significant influence on the water-retaining capacity of UGM, while the infiltration number had little. The difference in the water-retaining rate between the top and bottom layers was up to 2.56%. The water-retaining capacity of the integrated structure was hardly affected due to the dissimilarity of the water-retaining rate at different depths. With infiltrations, the fine aggregate in the upside structure migrated downward to the lower structure, resulting in a reduction in water-retaining rate in the upper structure and an increase at the bottom. In addition, the mechanical behaviors were evaluated by the traditional California Bearing Ratio (CBR) and repeated CBR tests under five infiltrations. The first and second infiltration had a significant influence on the CBR of UGM. With two infiltrations, the plastic strain increased by 57.8% via the repeated CBR tests. The resilient strain had an increase by 36.52% and the equivalent modulus decreased by 28.7% with the first infiltration. The first infiltration presented a critical influence on the bearing capacity of UGM and the effect decreased with the increase in the infiltration number. These findings will enrich the behaviors investigation of UGM and promote its application in the fully permeable pavement.
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Lin Z, Yang H, Chen H. An Experimental Study of Clogging Recovery Measures for Ceramic Permeable Bricks. Materials (Basel) 2021; 14:ma14143904. [PMID: 34300832 PMCID: PMC8304040 DOI: 10.3390/ma14143904] [Citation(s) in RCA: 1] [Impact Index Per Article: 0.3] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [Track Full Text] [Download PDF] [Figures] [Subscribe] [Scholar Register] [Received: 05/22/2021] [Revised: 06/30/2021] [Accepted: 06/30/2021] [Indexed: 11/16/2022]
Abstract
To explore the best clogging restoration measures for ceramic permeable bricks, ceramic permeable bricks were accurately clogged using a self-designed device by controlling the permeability, and different technical measures were adopted to restore the permeability. Then, the recovery effect, operating parameters and pore change inside the bricks using pressure washing were further discussed. The results showed that pressure washing was the best recovery measure, the joint methods was not recommended due to performance to price ratio. It was necessary to conduct pressure washing in relatively moist conditions, increase the cleaning frequency or prolong the cleaning time in the case of no serious blockage. Hydraulic cleaning can not only increase isolated pores but also remove the trapped solid particles, and increase the proportion of connected pores and dredges through water channels. This research offers some reference for the daily maintenance of permeable bricks.
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Affiliation(s)
- Zizeng Lin
- College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China;
- Correspondence:
| | - Hai Yang
- Sichuan Road & Bridge (Group) Corporation LTD., Chengdu 610093, China;
| | - Huiming Chen
- College of Civil Engineering, Nanjing Forestry University, Nanjing 210037, China;
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Rodak CM, Jayakaran AD, Moore TL, David R, Rhodes ER, Vogel JR. Urban stormwater characterization, control, and treatment. Water Environ Res 2020; 92:1552-1586. [PMID: 32663352 DOI: 10.1002/wer.1403] [Citation(s) in RCA: 5] [Impact Index Per Article: 1.3] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [MESH Headings] [Track Full Text] [Subscribe] [Scholar Register] [Received: 05/22/2020] [Revised: 06/22/2020] [Accepted: 07/09/2020] [Indexed: 06/11/2023]
Abstract
This review summarizes over 280 studies published in 2019 related to the characterization, control, and management of urban stormwater runoff. A summary of quantity and quality concerns is provided in the first section of the review, serving as the foundation for the following sections which focus on the control and treatment of stormwater runoff. Finally, the impact of stormwater control devices at the watershed scale is discussed. Each section provides a self-contained overview of the 2019 literature, common themes, and future work. Several themes emerged from the 2019 literature including exploration of substrate amendments for improved water quality effluent from stormwater controls, the continued study of the role of vegetation in green infrastructure practices, and a call to action for the development of new models which generate reliable, computationally efficient results under the physical, chemical, biological, and social complexity of stormwater management. PRACTITIONER POINTS: Over 280 studies were published in 2019 related to the characterization, control, and treatment of urban stormwater. Studies on bioretention and general stormwater characteristics represented the two most common subtopics in 2019. Trends in 2019 included novel substrate amendments, studies on the role of vegetation, and advancements in computational models.
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Affiliation(s)
- Carolyn M Rodak
- Civil Engineering, State University of New York Polytechnic Institute, Utica, New York, USA
| | - Anand D Jayakaran
- Washington Stormwater Center, Washington State University, Puyallup, Washington, USA
| | - Trisha L Moore
- Biological and Agricultural Engineering, Kansas State University, Manhattan, Kansas, USA
| | - Ray David
- Greeley and Hansen, San Francisco, California, USA
| | - Emily R Rhodes
- Civil Engineering and Environmental Science, University of Oklahoma, Norman, Oklahoma, USA
| | - Jason R Vogel
- Civil Engineering and Environmental Science, University of Oklahoma, Norman, Oklahoma, USA
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Yin D, Evans B, Wang Q, Chen Z, Jia H, Chen AS, Fu G, Ahmad S, Leng L. Integrated 1D and 2D model for better assessing runoff quantity control of low impact development facilities on community scale. Sci Total Environ 2020; 720:137630. [PMID: 32145634 DOI: 10.1016/j.scitotenv.2020.137630] [Citation(s) in RCA: 26] [Impact Index Per Article: 6.5] [Reference Citation Analysis] [What about the content of this article? (0)] [Affiliation(s)] [Abstract] [Key Words] [Track Full Text] [Subscribe] [Scholar Register] [Received: 01/17/2020] [Revised: 02/21/2020] [Accepted: 02/27/2020] [Indexed: 06/10/2023]
Abstract
This study proposes a modelling framework of integrated one-dimensional (1D) and two-dimensional (2D) hydrodynamic modelling to evaluate the effectiveness of sponge city construction at community scale. Through a case study in Zhuhai, we integrate Stormwater Management Model (SWMM) and Cellular Automata Dual-DraInagE Simulation (CADDIES) 2D model to analyze the rainfall-runoff process involving green infrastructures. SWMM is applied to analyze the change of surface runoff control effects before and after the implementation of sponge city low impact development (LID) facilities, and CADDIES is adopted to simulate the propagation of excess runoff on the surface. The results show that the LID facilities can effectively reduce the runoff volume of small and medium-sized rainfall events since the maximum runoff reduction rate is 94.4%. For long-term operation, the LID can capture 52.9% of annual rainfall volume and reduce annual runoff by 28.0%. However, the CADDIES 2D model simulations indicate that LID facilities have little effect on flood alleviation in specific regions under extreme rainfall conditions. In addition, we compared the modelling performance using four different terrain Digital Elevation Model (DEM) resolutions and found that 1 m terrain DEM resolution can produce comparable results to 0.25 m DEM with a fraction of computational time. We also find that the MIKE FLOOD model and the integrated model of SWMM and CADDIES 2D can obtain similar simulation results, the p-value = 0.09 which is >0.05, but SWMM-CADDIES integrated model is more suitable for small-scale simulation.
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Affiliation(s)
- Dingkun Yin
- School of Environment, Tsinghua University, Beijing 100084, China
| | - Barry Evans
- Centre for Water System, College of Engineering, Mathematics and Physical Sciences, University of Exeter, North Park Rd, Exeter EX4 4QF, Devon, UK
| | - Qi Wang
- China Urban Construction Design Research Institute Co. Ltd., Beijing 100120, China
| | - Zhengxia Chen
- School of Environment, Tsinghua University, Beijing 100084, China
| | - Haifeng Jia
- School of Environment, Tsinghua University, Beijing 100084, China.
| | - Albert S Chen
- Centre for Water System, College of Engineering, Mathematics and Physical Sciences, University of Exeter, North Park Rd, Exeter EX4 4QF, Devon, UK
| | - Guangtao Fu
- Centre for Water System, College of Engineering, Mathematics and Physical Sciences, University of Exeter, North Park Rd, Exeter EX4 4QF, Devon, UK
| | - Shakeel Ahmad
- School of Environment, Tsinghua University, Beijing 100084, China
| | - Linyuan Leng
- School of Environment, Tsinghua University, Beijing 100084, China
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