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Автор: Grafiati
Опубліковано: 10 грудня 2022
Оновлено: 28 січня 2023

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Статті в журналах з теми "Urban runoff Australia Management"

1

Lloyd, S. D., T. H. F. Wong, and B. Porter. "The planning and construction of an urban stormwater management scheme." Water Science and Technology 45, no. 7 (April 1, 2002): 1–10. http://dx.doi.org/10.2166/wst.2002.0111.

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Water Sensitive Urban Design (WSUD) offers a means to integrate stormwater best management practices into urban planning and design to achieve multiple objectives. Some of these objectives relate to stormwater drainage, water quality improvements, aquatic habitat protection, stormwater harvesting and use, and landscape amenity. The Lynbrook Estate, Australia, has incorporated bio-filtration systems and wetlands into the design of major roads, local access streets and parklands that attenuate and treat roof runoff and road runoff from a 32 ha, 270 allotment residential precinct. This paper outlines the process that enabled the concept of a stormwater drainage design to be translated into on-ground works. Details of the construction activities, costs and market acceptance highlight the potential for the adoption of similar practices elsewhere.
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2

Crampton, Andrea, and Angela T. Ragusa. "Perceived agricultural runoff impact on drinking water." Journal of Water and Health 12, no. 3 (March 25, 2014): 484–91. http://dx.doi.org/10.2166/wh.2014.212.

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Agricultural runoff into surface water is a problem in Australia, as it is in arguably all agriculturally active countries. While farm practices and resource management measures are employed to reduce downstream effects, they are often either technically insufficient or practically unsustainable. Therefore, consumers may still be exposed to agrichemicals whenever they turn on the tap. For rural residents surrounded by agriculture, the link between agriculture and water quality is easy to make and thus informed decisions about water consumption are possible. Urban residents, however, are removed from agricultural activity and indeed drinking water sources. Urban and rural residents were interviewed to identify perceptions of agriculture's impact on drinking water. Rural residents thought agriculture could impact their water quality and, in many cases, actively avoided it, often preferring tank to surface water sources. Urban residents generally did not perceive agriculture to pose health risks to their drinking water. Although there are more agricultural contaminants recognised in the latest Australian Drinking Water Guidelines than previously, we argue this is insufficient to enhance consumer protection. Health authorities may better serve the public by improving their proactivity and providing communities and water utilities with the capacity to effectively monitor and address agricultural runoff.
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3

Braune, M. J., and A. Wood. "Best management practices applied to urban runoff quantity and quality control." Water Science and Technology 39, no. 12 (June 1, 1999): 117–21. http://dx.doi.org/10.2166/wst.1999.0537.

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South Africa currently has one of the highest rates of urbanisation in the world causing a significant increase in surface water runoff. This, in turn, causes increased flooding and a significant decrease in water quality due primarily to the accumulation of pollutants. The need exists to manage urban stormwater runoff on an integrated catchment basis, thereby reducing the negative impact of urbanisation on the environment and quality of life. In this paper, details on how existing problem areas can be identified and ranked, the use of Best Management Practices (BMPs) to reduce the impacts of urbanisation on the environment and the effectiveness of BMP's are discussed and illustrated, based on expertise gained from studies in South Africa as well as visits to the USA and Australia.
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4

Iqbal, Asif, Md Mizanur Rahman, and Simon Beecham. "Spatial Analysis of the Water Harvesting Potential of Permeable Pavements in Australia." Sustainability 14, no. 23 (December 6, 2022): 16282. http://dx.doi.org/10.3390/su142316282.

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An increase in impermeable surface areas with urban development contributes to the rapid and large amount of surface runoff during rainfall. This often requires higher capacity stormwater collection systems, which can cause stress on the existing drainage system and this subsequently contributes to urban flooding. However, urban runoff can be reduced and managed for flood control and converted into a useful resource by harvesting and reusing the water. This can be achieved by switching from impermeable to permeable pavements. However, the amount of stormwater that can be harvested in a permeable pavement system depends on many factors, including rainfall, the water reuse demand and the materials used. This research aims to assess the requirements for permeable pavement design across Australia to balance demand, runoff reduction and construction requirements. A design approach employing the hydrological effects of the infiltration system was adopted for the analysis, along with a spatial analysis for a probabilistic prediction. A relationship was also established to predict a probable design thickness of pavement for various parameters. The research showed that in most Australian cities, for a 120 mm permeable pavement thickness, 40–80% of rainfall-runoff could be harvested, meeting about 10–15% of domestic water demand. The approach developed in this study can be useful for screening the potential of permeable pavements for water harvesting and for predicting spatially where a circular economic approach can be more efficient.
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5

Hopkins, Ben, and John R. Argue. "Constructed “Source” Wetland Concepts Applied to Urban Landscapes." Water Science and Technology 29, no. 4 (February 1, 1994): 133–40. http://dx.doi.org/10.2166/wst.1994.0175.

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A class of wetland is introduced which employs engineering practices and installations to collect, store, dispose of, retrieve and use stormwater, at source, in the urban landscape. Two Adelaide (South Australia) examples of “source wetlands” are described. At New Brompton Estate, roof runoff from (eventually) a cluster of 15 residences is diverted to a 106 m gravel-filled trench in a central reserve. The collected water sustains a row of deciduous trees bordering the reserve and provides frequent (winter) charges, via a bore, to a Quaternary aquifer at depth 30 m. At Northfield a swale/trench system which handles all storm runoff from a residential street (including domestic contribution) will be trialled. Runoff seeping to the trench from the swale will be of high quality and will provide charges of water to a 5 m Quaternary aquifer. Some runoff of good quality will pass from the catchment in large storm events. In both cases, New Brompton and Northfield, water retrieved from the Quaternary aquifers in summer will be used for open space irrigation. Constructed source wetlands offer a valuable new option in urban stormwater quantity/quality management.
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6

Simmons, B. L., and S. L. Trengove. "Impact of Catchment Urbanisation on Lake Macquarie (Australia)." Water Science and Technology 21, no. 2 (February 1, 1989): 205–10. http://dx.doi.org/10.2166/wst.1989.0051.

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Increasing urbanisation of coastal areas is leading to impacts on coastal lakes which decrease their amenity for recreation and tourism. Runoff and wastewater discharge cause siltation, impact seagrass beds and change the characteristics of open waters, affecting boating, swimming, fishing and the aesthetic quality of the locale. Management of urban development and wastewater disposal is required to minimise sedimentation and nutrient enrichment. This could include development restrictions, runoff controls and a strategy for wastewater treatment and discharge. The catchment of Lake Macquarie, a marine coastal lake, has been progressively urbanised since 1945. Urbanisation, through increased stormwater runoff and point source discharges, has caused a major impact on the lake in terms of sedimentation and nutrient enrichment. Losses of lake area and navigable waters have occurred. Accompanying problems include changes in the distribution of seagrass beds and nuisance growths of benthic algae. Since the 1950's, dry weather nutrient concentrations have increased and mean water clarity has decreased. Severe problems, as observed in other New South Wales coastal lakes, for example benthic algae in Lake Illawarra and Tuggerah Lakes, have not yet developed. Because of the lead time taken to implement policies and controls, trends should be identified and policies developed now so as to avoid nutrient buildup and development of sustained problems.
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7

Fletcher, Tim D., Ana Deletic, V. Grace Mitchell, and Belinda E. Hatt. "Reuse of Urban Runoff in Australia: A Review of Recent Advances and Remaining Challenges." Journal of Environmental Quality 37, S5 (September 2008): S—116—S—127. http://dx.doi.org/10.2134/jeq2007.0411.

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8

Papiri, S., C. Ciaponi, A. Capodaglio, C. Collivignarelli, G. Bertanza, F. Swartling, M. Crow, M. Fantozzi, and P. Valcher. "Field monitoring and evaluation of innovative solutions for cleaning storm water runoff." Water Science and Technology 47, no. 7-8 (April 1, 2003): 327–34. http://dx.doi.org/10.2166/wst.2003.0706.

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Urbanization increases the variety and amount of pollutants transported to receiving waters. Sediment from development and new construction; oil, grease, and toxic chemicals from automobiles; nutrients and pesticides from turf management and gardening; viruses and bacteria from failing septic systems; road salts; and heavy metals are examples of pollutants generated in urban areas. Sediments and solids constitute the largest volume of pollutant loads to receiving waters in urban areas. When runoff enters storm drains, it carries many of these pollutants with it. In older cities, this polluted runoff is often released directly into open waterways without any treatment. Increased pollutant loads can harm fish and wildlife populations, kill native vegetation, foul drinking water supplies, and make recreational areas unsafe. The objective of the study, performed by University of Pavia (Italy), University of Brescia (Italy) and GreenTechTexas International (US), reported herein is to evaluate the use of an innovative stormwater technology (EcoDräin(tm)) to reduce pollution due to urban runoff in existing urban areas. The paper describes the methodology and the results achieved with tests conducted in laboratory in Pavia University in Italy and in two pilot areas in Italy and in Australia to investigate the EcoDrain's effectiveness for oil and heavy metals retention and sediment trapping. In the tests performed in a marina near Sidney in Australia a reduction has been achieved in oil and grease concentration higher than 95% and a reduction in metal concentration (particularly Copper, Lead and Zinc) close to 98%. The paper also describes the methodology of the analysis on the absorbing material after its use and the consequent determination of the most efficient and environmentally safe way to dispose of consummated absorbent.
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9

Bach, P. M., D. T. McCarthy, and A. Deletic. "The development of a novel approach for assessment of the first flush in urban stormwater discharges." Water Science and Technology 61, no. 10 (May 1, 2010): 2681–88. http://dx.doi.org/10.2166/wst.2010.209.

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The management of stormwater pollution has placed particular emphasis on the first flush phenomenon. However, definition and current methods of analyses of the phenomena contain serious limitations, the most important being their inability to capture a possible impact of the event size (total event volume) on the first flush. This paper presents the development of a novel approach in defining and assessing the first flush that should overcome these problems. The phenomenon is present in a catchment if the decrease in pollution concentration with the absolute cumulative volume of runoff from the catchment is statistically significant. Using data from seven diverse catchments around Melbourne, Australia, changes in pollutant concentrations for Total Suspended Solids (TSS) and Total Nitrogen (TN) were calculated over the absolute cumulative runoff and aggregated from a collection of different storm events. Due to the discrete nature of the water quality data, each concentration was calculated as a flow-weighted average at 2 mm runoff volume increments. The aggregated concentrations recorded in each increment (termed as a ‘slice’ of runoff) were statistically compared to each other across the absolute cumulative runoff volume. A first flush is then defined as the volume at which concentrations reach the ‘background concentration’ (i.e. the statistically significant minimum). Initial results clearly highlight first flush and background concentrations in all but one catchment supporting the validity of this new approach. Future work will need to address factors, which will help assess the first flush's magnitude and volume. Sensitivity testing and correlation with catchment characteristics should also be undertaken.
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10

Davies, C. M., S. M. Petterson, C. Kaucner, N. J. Ashbolt, V. G. Mitchell, G. D. Taylor, and J. Lewis. "Microbial challenge-testing of treatment processes for quantifying stormwater recycling risks and management." Water Science and Technology 57, no. 6 (March 1, 2008): 843–47. http://dx.doi.org/10.2166/wst.2008.194.

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Pathogenic microorganisms have been identified as the main human health risks associated with the reuse of treated urban stormwater (runoff from paved and unpaved urban areas). As part of the Smart Water initiative (Victorian Government, Australia), a collaborative evaluation of three existing integrated stormwater recycling systems, and the risks involved in non-potable reuse of treated urban stormwater is being undertaken. Three stormwater recycling systems were selected at urban locations to provide a range of barriers including biofiltration, storage tanks, UV disinfection, a constructed wetland, and retention ponds. Recycled water from each of the systems is used for open space irrigation. In order to adequately undertake exposure assessments, it was necessary to quantify the efficacy of key barriers in each exposure pathway. Given that none of the selected treatment systems had previously been evaluated for their treatment efficiency, experimental work was carried out comprising dry and wet weather monitoring of each system (for a period of 12 months), as well as challenging the barriers with model microbes (for viruses, bacteria and parasitic protozoa) to provide input data for use in Quantitative Microbial Risk Assessment.
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Дисертації з теми "Urban runoff Australia Management"

1

Kobryń, Halina T. "Land use changes and the properties of stormwater entering a wetland on a sandy coastal plain in Western Australia /." Access via Murdoch University Digital Thesis Project, 2001. http://wwwlib.murdoch.edu.au/adt/browse/view/adt-MU20040519.165016.

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2

French, Rachel. "Modelling urban runoff : volume and pollutant concentration of the Barker Inlet Wetland Catchment." Title page, abstract and contents only, 1999. http://web4.library.adelaide.edu.au/theses/09ENS/09ensf875.pdf.

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Bibliography :leaves 158-171. A monitoring program, funded by the South Australian government (through the former MFP Development Corporation), was established to monitor the quality and quantity of storm water entering and leaving the wetland. This study formed part of the funded program. Simple regression models were developed; and will assist in the monitoring of performance of the wetland to alleviate the pollutant load into the Barker Inlet.
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3

Murphy, Sarah Elizabeth. "An investigation into the treatment efficiency of a primary pond in the Barker Inlet Stormwater Wetland System, South Australia /." Title page, table of contents and abstract only, 1999. http://web4.library.adelaide.edu.au/theses/09ENS/09ensm978.pdf.

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Анотація:
Thesis (M.Eng.Sc.)--University of Adelaide, Dept. of Civil and Environmental Engineering, 2000?
Corrigenda pasted onto front end-paper. The CD contains Excel spreadsheets containing data collected. Bibliography: leaves 209-222.
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4

Hall, Sandra. "The contribution of heavy industry and commercial activity at Canning Vale to the loads of nitrogen and phosphorus released in the Bannister Creek catchment area." Thesis, Edith Cowan University, Research Online, Perth, Western Australia, 2007. https://ro.ecu.edu.au/theses/307.

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Анотація:
Stormwater is recognised as a transport mechanism for pollutants. Pollutants enter stormwater drains via surface washoff, subsurface flow or direct discharge. Landuse is reported to affect the quantity of pollutants released into stormwater drains. In Australia, the contribution of nutrients (nitrogen and phosphorus) and surfactants from industrial areas to surface drainage is poorly understood. Previous research has mainly focused on the quality of water leaving residential and agricultural areas. In Western Australia, there is growing concern over the health of the Swan-Canning River system, which is seeing signs of eutrophication. Runoff and discharge from residential, commercial, and industrial areas influence the quality of water in the Swan-Canning River system. A study of nutrient release was undertaken for the eastern sector of the Canning Vale Industrial Area, to determine the contribution of industry to nutrient loads received by the Canning River system, between August 2001 and 2002. Data was collected three times a week using a point sampling regime. Diurnal and storm event variability were also tested. Data collected from the eastern sector of the industrial area was compared to that released from the entire Bannister Creek Catchment area. Nitrogen and phosphorus concentrations downstream of industrial areas have been reported at 45mg L-1 and 15mg L-1 respectively (Thomas et al, 1997; John, 2000). In this study, the median concentrations of nitrogen and phosphorus downstream of industry in Bannister Creek, at the Tom Bateman Reserve Detention Basin, were 1.32mg L-1 and 0.11mg L-1 respectively. Concentrations of nitrogen and phosphorus were not indicative of point source discharge. Nutrient concentrations reported in Bannister Creek in this study, have been consistent with data collected and reported in other studies i.e. Donohue et al, 1992 and Jakowyna, 2002. Nitrogen and phosphorus loads released from the entire Bannister Creek Catchment area, exceeded loads previously reported in other studies i.e. Donohue et al ( 1994); Donohue et al, 1992 and Jakowyna, 2002. An estimated 32890kg of nitrogen and 2085kg of phosphorus was released from Bannister Creek Catchment during the study. Rainfall during the study period was reflective of the drying climate Perth has been experiencing over the last ten years. Nitrogen and phosphorus released from Bannister Creek during the study period are likely to be underestimated, as they do not include the data collected for a significant storm event recorded at Hybanthus Road on the 16.4.02. During this 1- 2/1-5 ARI storm event 1586kg of nitrogen and 185kg of phosphorus were exported from Bannister Creek, producing loads ten times greater than that estimated during the point sampling regime. The later values were used in the calculation of annual loads to maintain consistency between the study sites. Despite the significant load of nutrients released from the catchment on 16.4.02, rainfall was not the main transport mechanism for nitrogen and phosphorus, indicated by the weak correlation e.g. R2 > 0.1. Base flow was determined to be the most significant pathway of nutrient export. The concentrations and loads of nitrogen and phosphorus released from the industrial area were low, but the contribution to catchment loading was important. The rate of nutrient release per unit of area was higher from the eastern sector of the Canning Vale Industrial Area than the entire Bannister Creek Catchment Area. Nitrogen was released at a rate of 4163kg km2 yr from the industrial area and 134 2. 86kg km2 yr for the entire catchment. Phosphorus was the same. From the industrial area it was released at a rate of 397kg km2 yr compared to a rate of 94.2kg km2 yr from the entire Bannister Creek Catchment Area. The study revealed the need to retain nutrients within the catchment. Studies on stormwater management suggest that this can be achieved through Water Sensitive Urban Design and Best Management Practices. Both strategies work on the principle of retaining and recycling nutrients within the catchment area. Work is currently been undertaken to meet the objectives of these two management strategies in Bannister Creek. Work has included the removal of the southwestern bank of the Tom Bateman reserve detention basin to create a meandering wetland, and the downgrading of the banks along Bywood Way, Lynwood to create a Living Stream. Further studies should focus on the effectiveness of these strategies.
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5

Li, Tong. "Trace metals in urban stormwater runoff and their management." Thesis, University of British Columbia, 2007. http://hdl.handle.net/2429/31891.

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In the Greater Vancouver Regional District (GVRD), non-point source pollution from an urban watershed and a diesel bus loop was assessed in terms of trace metal contamination in the stormwater runoff. In the Brunette River watershed study, Northwest Hydraulic Consultants (NHC) collected streambed sediment and suspended sediment from selected streams during 7 storm events over 2003. From 1993 to 2003, the major stormwater contamination happened in the most industrialized Still Creek. The streambed Cu, Mn, Fe, and Zn concentration increased by 1.5, 1.7, 1.9, and 1.1 times, respectively. And the suspended Cu, Mn, and Zn increased by a factor of 2.1, 4.2, and 1.5, respectively. The streambed sediment exceeded probable effect level in Still Creek and Stoney Creek to varying degrees with Cu and Zn. The land use is considered to be the origins of these toxicants. Statistically, the magnitude of suspended metal concentration in μg/l is negatively correlated with the drainage areas. While the — concentrations in mg/kg, especially for metal Cu and Zn, showed strongly and positively correlation with the traffic density. Positive correlation existed between the suspended metal loading (kg/yr) and the imperviousness and the catchment area. No apparent trend was observed in terms of export coefficient (g/ha/yr) and land use. 1062 tons of sediments were trapped by Burnaby Lake in 2003. This sediment overloading problem causes serious metal contamination in the lake. Stormwater runoff quality was monitored in 15 storm events from October 2004 to June 2005 in the diesel bus loop in the University of British Columbia. The dissolved Cu and Zn Event Mean Concentration (EMC) exceeded the EPA discharge criteria in 2 and 4 events each, which occurred in the dry season. Diesel bus traffic contributes' a large portion of Cu, Fe, Zn contamination since the average bus loop trace metal levels were much higher than the GVRD urban levels. The runoff trace metal concentrations are strongly related to the antecedent dry period, and are weakly related to the traffic density and the rainfall intensity. From the catch basin filter evaluation, high removal efficiencies on suspended metal/solids were achieved with low particulate loading in the filter chamber. The filter performed well for the dissolved metal removal before the non-reversible saturation was reached. Each kilogram of filter media has an absorption capacity of 52 gram oil and grease, 20 milligram Mn, and 16 milligram Zn.
Applied Science, Faculty of
Civil Engineering, Department of
Graduate
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6

Stovold, Matthew R. "Modeling urban stormwater disposal systems for their future management and design /." Connect to this title, 2006. http://theses.library.uwa.edu.au/adt-WU2007.0111.

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7

Maass, Amanda. "Analysis of Best Management Practices for Addressing Urban Stormwater Runoff." The University of Arizona, 2016. http://hdl.handle.net/10150/608331.

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Sustainable Built Environments Senior Capstone Project
During Tucson rainstorms, many roads and neighborhoods experience high levels of flooding on the city’s street networks. This phenomenon creates unsafe road conditions, damage to the road infrastructure, and excessive urban stormwater runoff that is potentially polluted. The vast quantities of impervious surfaces in the urban landscape impede the rainwater’s ability to infiltrate the ground, thus resulting in increased volumes of runoff during a rainstorm. Stormwater management is used by municipalities and communities to address the previously mentioned adverse impacts of stormwater runoff. Various techniques and strategies used in stormwater management include, low impact development (LID), green infrastructure, and better site design (BSD) strategies implemented during design stages to reduce stormwater runoff levels. In addition, local governments can establish stormwater utilities and policies in order to help address and better manage the issue of stormwater runoff within urban areas. The primary research questions of this study will include: What are the most effective best management practices and techniques to address urban runoff? What combination of best management practices and government policies will be the more effective in addressing Tucson’s urban runoff problem? Accordingly, this study will examine a variety of policies and techniques to address stormwater runoff, and then, based on this information, provide a suggestion of the best practices and techniques that may be feasible for implementation in Tucson.
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Li, Zeying, and 黎泽英. "Hydrologic performance of bioretention system and permeable pavement for potential applications in Hong Kong." Thesis, The University of Hong Kong (Pokfulam, Hong Kong), 2015. http://hdl.handle.net/10722/209498.

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Stormwater management is always a problem in Hong Kong since its development from a fishing village. Contributed by abundant precipitation, hilly topography, and dense urban development, flooding has been causing enormous economic losses to Hong Kong and is a main focus of local stormwater management. With the construction of many conventional hardcore engineering stormwater management structures in recent decades, such as underground detention tanks and stormwater tunnels, the flooding problem in Hong Kong has been well alleviated. It is now the time to move forward and incorporate more sustainable stormwater management principles and techniques, namely the strategy of low-impact development (LID), into the local practices in Hong Kong. Stormwater should be viewed not only as a problem, but also as a valuable resource. This research aims at a feasibility study on the possible applications and hydrologic benefits of bioretention and permeable pavements under the local conditions of Hong Kong. The buildability of infiltration devices in Hong Kong is examined by constructing pilot-scale physical models of both bioretention and permeable pavements in this study. Hydrologic monitoring of these physical models under Hong Kong rainfall events is carried out for at least one wet season. The monitoring data are analyzed to evaluate the hydrologic performance of bioretention and permeable pavements, as indicated by peak flow reduction and volume retention of stormwater runoff. The long-term hydrologic performance is also evaluated by the numerical model SWMM (Stormwater Management Model). After model calibration and validation using field data on the physical model, SWMM isused to simulate bioretention performance for the past ten year precipitation records of Hong Kong under systematic variations of two relevant parameters, namely the exfiltration rate and the area ratio of bioretention to catchment. Results show that both bioretention and permeable pavements are feasible to be applied in Hong Kong. The hydrologic performance of bioretention is influenced by the precipitation patterns, the size of bioretention, the stormwater storage, and the properties of soil. As in common practice, the available storage of bioretention is much smaller than design rainfalls in Hong Kong. Therefore, peak flow reduction shall not be the target of incorporating bioretention in local storm drain designs. The influence on long-term water balance in the urban area may be considered as the main benefits from bioretention, using the annual retention ratio as a performance indicator. The hydrologic performance of permeable pavements is influenced by the storage depth provided by the gravel layer and the properties of in-situ soil. Considerably good peak flow reduction and volume retention are obtained in the experimental permeable pavements subjected to the local extreme precipitation events. In actually applications, the storage of permeable pavement may be designed to capture the total depth of design storms in Hong Kong, after which peak flow reduction may be obtained. It is anticipated that this research can provide reference information on both the design and hydrologic benefit estimation of bioretention and permeable pavements practices for applications in Hong Kong.
published_or_final_version
Civil Engineering
Master
Master of Philosophy
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9

McKinney, Steven B. "Substitute costs a method for determining ecological service values in stormwater management /." Birmingham, Ala. : University of Alabama at Birmingham, 2009. https://www.mhsl.uab.edu/dt/2009p/mckinney.pdf.

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Анотація:
Thesis (Ph. D.)--University of Alabama at Birmingham, 2009.
Additional advisors: Robert Angus, Paul D. Blanchard, Sarah Culver, Alan Shih. Description based on contents viewed June 3, 2009; title from PDF t.p. Includes bibliographical references (p. 48-51).
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10

Vo, Le Phu. "Urban stormwater management in Vietnam." Title page, table of contents and abstract only, 2000. http://web4.library.adelaide.edu.au/theses/09ENV/09envl595.pdf.

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Книги з теми "Urban runoff Australia Management"

1

Ferguson, Bruce K. Urban stormwater management bibliography. Monticello, Ill., USA: Vance Bibliographies, 1989.

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2

Urban surface water management. New York: Wiley, 1989.

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3

Schueler, Thomas R. Controlling urban runoff: A practical manual for planning and designing urban BMPs. Washington, D.C. (1875 Eye St., N.W., Suite 200, Washington 20006): Order copies from, Metropolitan Information Center, 1987.

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4

Urban flood management. Leiden, The Netherlands: CRC Press/Balkema, 2010.

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5

Gerozisis, J. Urban pest management in Australia. 5th ed. Sydney, N.S.W: University of New South Wales Press, 2008.

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6

W, Hadlington Phillip, and Staunton Ion, eds. Urban pest management in Australia. 5th ed. Sydney, N.S.W: University of New South Wales Press, 2008.

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7

Gerozisis, J. Urban pest management in Australia. 4th ed. Sydney: UNSW Press, 2001.

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8

Urban storm water management. Boca Raton, FL: CRC Press, 2011.

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9

Wetland systems to control urban runoff. Amsterdam: Elsevier, 2006.

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10

Cahill, Thomas H. Low impact development and sustainable stormwater management. Hoboken, N.J: Wiley, 2012.

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Частини книг з теми "Urban runoff Australia Management"

1

Stahre, Peter. "Structural Measures for Runoff Quality Management." In Urban Runoff Pollution, 701–12. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-70889-3_22.

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2

Schilling, Wolfgang. "Urban Runoff Quality Management by Real-Time Control." In Urban Runoff Pollution, 765–817. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-70889-3_26.

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3

Field, Richard. "Urban Stormwater Runoff Quality Management: Low-Structurally Intensive Measures and Treatment." In Urban Runoff Pollution, 677–99. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-70889-3_21.

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4

Delattre, J. M., A. Bachoc, and Guy Jacquet. "Performance of Hardware Components for Real Time Management of Sewer Systems." In Urban Runoff Pollution, 819–42. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-70889-3_27.

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5

Nalini, Sahoo Sanat, and P. Sreeja. "Impact of Total and Effective Imperviousness on Runoff Prediction." In Urban Hydrology, Watershed Management and Socio-Economic Aspects, 23–28. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-40195-9_2.

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6

Bojkov, Ventzi. "An Approach for Runoff Computation Using Three Data Mining Techniques." In Urban Water Management: Science Technology and Service Delivery, 135–48. Dordrecht: Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0057-4_14.

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7

Arsov, R. "Surface Runoff Modelling in Steep Terrain in a GIS Environment." In Urban Water Management: Science Technology and Service Delivery, 73–84. Dordrecht: Springer Netherlands, 2003. http://dx.doi.org/10.1007/978-94-010-0057-4_8.

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8

Hill, Christine, and Barry J. Adams. "Cost Effectiveness of Urban Runoff and Combined Sewer Control Options." In Advances in Modeling the Management of Stormwater Impacts, 277–87. Boca Raton: CRC Press, 2021. http://dx.doi.org/10.1201/9781003208945-16.

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9

Saha, Partha Pratim, and Ketema Zeleke. "Rainfall-Runoff Modelling for Sustainable Water Resources Management: SWAT Model Review in Australia." In Sustainability of Integrated Water Resources Management, 563–78. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-12194-9_29.

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10

Sieker, H. "Objectives of Stormwater Management — A General Comparison of Different Measures." In Advances in Urban Stormwater and Agricultural Runoff Source Controls, 27–37. Dordrecht: Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-010-0532-6_3.

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Тези доповідей конференцій з теми "Urban runoff Australia Management"

1

Ports, Michael A. "Evaluation of Urban Runoff Control Programs." In Third International Conference on Watershed Management. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40706(266)5.

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2

Shapiro, Neal. "Sustainable Land Design in Urban Runoff Management." In World Environmental and Water Resources Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41173(414)338.

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3

Lucas, William C. "Developing an Effective Urban Runoff Management Approach." In World Water and Environmental Resources Congress 2005. Reston, VA: American Society of Civil Engineers, 2005. http://dx.doi.org/10.1061/40792(173)174.

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4

Lucas, William C. "Delaware Urban Runoff Management Model: Hydrology and Hydraulics." In World Water and Environmental Resources Congress 2003. Reston, VA: American Society of Civil Engineers, 2003. http://dx.doi.org/10.1061/40685(2003)276.

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5

Park, Mi-Hyun, and Michael K. Stenstrom. "Identification of Roads for Urban Runoff Pollution Management." In IGARSS 2008 - 2008 IEEE International Geoscience and Remote Sensing Symposium. IEEE, 2008. http://dx.doi.org/10.1109/igarss.2008.4779792.

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6

Wong, Tony H. F. "Urban Stormwater Management and Water Sensitive Urban Design in Australia." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)22.

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7

Muraca, Alessandro, and Matteo Balistrocchi. "Urban Runoff Management in High Concentration Industrial Sites: A Case Study." In Ninth International Conference on Urban Drainage (9ICUD). Reston, VA: American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40644(2002)175.

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8

Zhang, Xiaohui, Eve Halper, and George Ball. "Remote Sensing and GIS Derived Hydrologic Parameters for a Distributed Urban Stormwater Runoff Simulation." In Watershed Management and Operations Management Conferences 2000. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40499(2000)91.

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9

Fang, Hongyuan, Donald D. Adrian, and Zhi-Qiang Deng. "Fuzzy Recognition Method for Best Management Practice of Urban Runoff Quality." In 2009 3rd International Conference on Bioinformatics and Biomedical Engineering (iCBBE). IEEE, 2009. http://dx.doi.org/10.1109/icbbe.2009.5162874.

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10

Sood, Shivani, Vibhor Sood, R. Bansal, and Siby John. "Integrated Stormwater Runoff Quality Management System for Rapidly Growing Urban Areas." In World Environmental and Water Resources Congress 2011. Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41173(414)367.

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Звіти організацій з теми "Urban runoff Australia Management"

1

Desiderati, Christopher. Carli Creek Regional Water Quality Project: Assessing Water Quality Improvement at an Urban Stormwater Constructed Wetland. Portland State University, 2022. http://dx.doi.org/10.15760/mem.78.

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Анотація:
Stormwater management is an ongoing challenge in the United States and the world at-large. As state and municipal agencies grapple with conflicting interests like encouraging land development, complying with permits to control stormwater discharges, “urban stream syndrome” effects, and charges to steward natural resources for the long-term, some agencies may turn to constructed wetlands (CWs) as aesthetically pleasing and functional natural analogs for attenuating pollution delivered by stormwater runoff to rivers and streams. Constructed wetlands retain pollutants via common physical, physicochemical, and biological principles such as settling, adsorption, or plant and algae uptake. The efficacy of constructed wetlands for pollutant attenuation varies depending on many factors such as flow rate, pollutant loading, maintenance practices, and design features. In 2018, the culmination of efforts by Clackamas Water Environment Services and others led to the opening of the Carli Creek Water Quality Project, a 15-acre constructed wetland adjacent to Carli Creek, a small, 3500-ft tributary of the Clackamas River in Clackamas County, OR. The combined creek and constructed wetland drain an industrialized, 438-acre, impervious catchment. The wetland consists of a linear series of a detention pond and three bioretention treatment cells, contributing a combined 1.8 acres of treatment area (a 1:243 ratio with the catchment) and 3.3 acre-feet of total runoff storage. In this study, raw pollutant concentrations in runoff were evaluated against International Stormwater BMP database benchmarks and Oregon Water Quality Criteria. Concentration and mass-based reductions were calculated for 10 specific pollutants and compared to daily precipitation totals from a nearby precipitation station. Mass-based reductions were generally higher for all pollutants, largely due to runoff volume reduction on the treatment terrace. Concentration-based reductions were highly variable, and suggested export of certain pollutants (e.g., ammonia), even when reporting on a mass-basis. Mass load reductions on the terrace for total dissolved solids, nitrate+nitrite, dissolved lead, and dissolved copper were 43.3 ± 10%, 41.9 ± 10%, 36.6 ± 13%, and 43.2 ± 16%, respectively. E. coli saw log-reductions ranging from -1.3 — 3.0 on the terrace, and -1.0 — 1.8 in the creek. Oregon Water Quality Criteria were consistently met at the two in-stream sites on Carli Creek for E. coli with one exception, and for dissolved cadmium, lead, zinc, and copper (with one exception for copper). However, dissolved total solids at the downstream Carli Creek site was above the Willamette River guidance value 100 mg/L roughly 71% of the time. The precipitation record during the study was useful for explaining certain pollutant reductions, as several mechanisms are driven by physical processes, however it was not definitive. The historic rain/snow/ice event in mid-February 2021 appeared to impact mass-based reductions for all metals. Qualitatively, precipitation seemed to have the largest effect on nutrient dynamics, specifically ammonia-nitrogen. Determining exact mechanisms of pollutant removals was outside the scope of this study. An improved flow record, more targeted storm sampling, or more comprehensive nutrient profiles could aid in answering important questions on dominant mechanisms of this new constructed wetland. This study is useful in establishing a framework and baseline for understanding this one-of-a-kind regional stormwater treatment project and pursuing further questions in the future.
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