Dagvatten kallas det regn- och smältvatten som rinner av från hårdgjorda ytor i stadsmiljön. Detta vatten för ofta med sig stora mängder av föroreningar som tungmetaller, näringsämnen och oljerelaterade ämnen, vilka kan göra stor skada om de når recipienter. För att rena dagvattnet och därmed minska föroreningsbelastningen byggs det allt fler öppna dagvattensystem som t.ex. våtmarker och dammar. Studier har visat att dessa system har hög reningseffekt och dessutom är de kostnadseffektiva. Kunskapen om hur avskiljningen i dessa system fungerar och om hur de bäst utvärderas är dock begränsad. Kungsängsdammen utanför Uppsala är en nybyggd dagvattenanläggning som är avsedd att rena och fördröja dagvattnet från industri- och handelsområdet Boländerna. Detta examensarbete syftar till att utreda reningsfunktionen av anläggningen. Framför allt genomfördes flödesproportionell provtagning vid inlopp och utlopp under 8 veckor. Ämnen som analyserades var näringsämnena P och N, suspenderat material, tungmetallerna As, Cd, Co, Cr, Cu, Mo, Ni, Pb, V, Zn och oljekolväten. Vid några tillfällen analyserades också de oljerelaterade organiska föreningarna PAH:er, oktyl- och nonylfenoler samt tributyltenn. Flödesproportionell provtagning rekommenderas för att säkert avgöra avskiljningseffektiviteten av en damm, men nackdelen är att den tar mycket tid och stora resurser i anspråk. Utöver denna metod genomfördes kompletterande mätningar med sedimentfällor samt en beräkning av föroreningsbelastning vid inloppet med programmet StormTac. Den flödesproportionella provtagningen visade att Kungsängsdammen fungerar väl som avskiljningsanläggning för föroreningar. Suspenderat material, näringsämnen och tungmetaller avskiljs effektivt och utloppshalterna understiger föreslagna riktvärden för dagvatten. Detta trots att både zink, koppar, kväve och suspenderat material hade inloppshalter som låg över riktvärdena. Flödesberäkningar visade att andelen av flödet som bräddas i bypass-diket förbi dammen är viktig vid bedömning av avskiljningseffektiviteten. För organiska föreningar uppmättes tributyltenn i halter över miljökvalitetsnormen för ytvatten både vid inlopp och vid utlopp. Inloppskoncentrationer framräknade i StormTac gav överensstämmande resultat med den flödesproportionella provtagningen för tungmetaller och näringsämnen. Vidare visade undersökningen av sediment att sedimentationen sker främst i fördiket och i inloppet till dammen. Fördiket är i stort behov av rensning, då sediment riskerar att spolas bort vid höga flöden. / Stormwater is the name for rainwater and snowmelt runoff from impervious surfaces in the urban environment. This water often carries large amounts of pollutants such as heavy metals, nutrients, and oil-related substances, which can cause great damage if they reach the receiving waters. To clean the storm water and thus reduce the pollution load, more and more open storm water systems are being built, such as wetlands and ponds. Studies have shown that these systems have high pollutant removal efficiency and are cost effective. Knowledge of how these systems work and how they best are evaluated is limited. “Kungsängsdammen” near Uppsala is a newly constructed stormwater facility that is designed to clean and retard stormwater from the industrial and commercial area Boländerna. This thesis aims to investigate the purification function of the facility. Flow proportional sampling was carried out at the inlet and outlet for 8 weeks. Substances that were analyzed were nutrients P and N, suspended solids, heavy metals As, Cd, Co, Cr, Cu, Mo, Ni, Pb, V, Zn and petroleum hydrocarbons. On some occasions, the petroleum-related organic parameters PAHs, octyl and nonylphenols and tributyltin were analyzed. Flow proportional sampling is recommended to determine the efficiency of a stormwater pond, but the problem is that it takes much time and considerable resources. In addition to this method, additional measurements were carried out with sediment traps, and a calculation of pollution load at the inlet with the program StormTac. The flow proportional sampling showed that the “Kungsängsdammen” pond-, functions well as a treatment facility for pollutions. Suspended solids, nutrients and heavy metals are separated effectively and the outlet concentrations for these substances were below proposed guideline values. This is observed, despite the fact that zinc, copper, nitrogen and suspended solids had intake concentrations above the guideline values. Flow calculations showed that the bypass flow is important when estimating the pollutant removal efficiency. For organic compounds, tributyltin was measured at concentrations above the Environmental Quality Standards (EQS) for surface water both at the inlet and outlet. The inlet concentrations that were calculated in StormTac were consistent with the results of the flow proportional sampling for heavy metals and nutrients. Moreover, the investigation of sediments showed that sedimentation occurs mainly in the ditch before the pond and at the inlet to the pond. The ditch is in need of cleansing, because of the risk of sediment being washed away during high flows. The flow proportional sampling showed that the “Kungsängsdammen” pond-, functions wellas a treatment facility for pollutions. Suspended solids, nutrients and heavy metals are separated effectively and the outlet concentrations for these substances were below proposedguideline values. This is observed, despite the fact that zinc, copper, nitrogen and suspended solids had intake concentrations above the guideline values. Flow calculations showed that the bypass flow is important when estimating the pollutant removal efficiency. For organiccompounds, tributyltin was measured at concentrations above the Environmental Quality Standards (EQS) for surface water both at the inlet and outlet. The inlet concentrations that were calculated in StormTac were consistent with the results of the flow proportional sampling for heavy metals and nutrients. Moreover, the investigation of sediments showedthat sedimentation occurs mainly in the ditch before the pond and at the inlet to the pond. The ditch is in need of cleansing, because of the risk of sediment being washed away during high flows.

Stormwater Management (SWM) or Best management practices (BMPs) treat the stormwater runoff that carries pollutants. Pollutants in the waters and in the stormwater, negatively impact the environment, the ecology, and natural resources. Stormwater Control Measures (SCM) are used in different projects to improve water quality and quantity. This thesis aims to understand the connection between SWMs, the economy, and environmental sustainability. This thesis evaluates the cost-effectiveness of SWMs in Mediterranean climates. The research aims to guide the next project managers to choose better SWMs based on cost-effectiveness, socio-economic, and environmental implications. Various studies suggest that the terms SWM, SWM, and SCM are used interchangeably. The research methodology uses a mix of qualitative and quantitative data analysis The research was conducted in Los Angeles at the request of UCLA. Therefore, it focused on water quality improvement projects in Los Angeles. The costs for the projects, areas, and whatSWMs are used will be acquired through data gathering and personal communication with experts. This thesis compares several projects which include different SWMs. It calculates the cost-effectiveness with two different methods, firstly, the cost per drainage area, and secondly, the cost per pollutant removed. Data is gathered from the city of LA and other secondary data sources to calculate the cost-effectiveness. The calculation results showed that the Glenoaksproject and the Machado lake project were the most cost-effective. Glenoaks utilizes infiltration wells and grass swales, and the Machado lake is a large wetland. Based upon these facts, generally, wetlands and grass swales can be recommended for Mediterranean climates. The expensive total costs of SWMs or their inability to remove pollutants can strongly affect the cost-effectiveness of some projects, and produce a negative impact on the economy. Quantitative assessment of study investigates cost-effectiveness of SWMs and for highlighting its economic impact. For qualitative assessment thematic analysis of 14 sample studies related to stormwater management (SWM) was carried out. Findings reveal that 78% of sample studies reflect the themes associated with the positive economic impact of SWMs. Additionally, the sample studies confirm a 76% positive impact of SWMs on the environment and ecology of the region. Further research with better data and more accurate calculations are needed. It would be beneficial if other factors such as recreation and unquantifiable factors such as the aesthetic improvements and community benefits were incorporated into or considered together with the cost-effectiveness for future projects.

Low Impact Development (LID) is a sustainable stormwater management approach that aims to control runoff close to its source, mimicking the natural hydrological processes such as infiltration and storage. It is being adopted by many cities, where its implementation is rapidly evolving. The LID practices are small-scale measures; therefore, they need to be widely implemented to impact significantly. The selection of LIDs depends on the land use and characteristics of the area of interest. This study focuses on residential LIDs. First, a systematic and bibliometric literature review is conducted on the residential LIDs articles published up to the year 2020; a total of 94 papers were found in the Web of Science. This review resulted that LID implementation in residential areas still needs to be investigated. To assist the City, engineers, and policy-makers in implementing the suitable LIDs for detached houses, a multi-criteria decision analysis framework incorporating a hydrological model is developed in this study. The commonly used LIDs were identified, which are rain gardens, permeable pavement, rain barrels, soakaways. Seven criteria were selected – runoff depth reduction rate, peak runoff reduction rate, installation cost, maintenance cost, retrofit cost, life cycle, and aesthetical view. For the properties of the single-detached house and LIDs, the standards of Credit Valley Conservation (CVC) and Toronto and Region Conservation Authority (TRCA) were followed. The proposed decision-making framework also was applied to a case study. This framework is still in the preliminary stage, thus holds the potential to convert into a tool that will be handy enough for the homeowners and consume less time. / Thesis / Master of Applied Science (MASc)

Construction sites are among the most common areas to experience soil erosion and sediment transport due to the mandatory foundation tasks such as excavation and land grubbing. Thus, temporary sediment barriers are installed along the perimeter to prevent sediment transport from the site. Erosion and sediment transport control measures may include, but not limited to, physical and chemical processes such as the use of a silt fence and polyacrylamide product. Runoff from construction sites and other impervious surfaces are routinely discharged into ponds for treatment before being released into a receiving water body. Stormwater harvesting from a pond for irrigation of adjacent lands is promoted as one approach to reducing pond discharge while supplementing valuable potable water used for irrigation. The reduction of pond discharge reduces the mass of pollutants in the discharge. In the dissertation, presented is the investigation of the effectiveness of temporary sediment barriers and then, development of a modeling approach to a stormwater harvesting pond to provide a comprehensive stormwater management pollution reduction assessment tool. The first part of the research presents the investigation of the performance efficiencies of silt fence fabrics in turbidity and sediment concentration removal, and the determination of flowthrough-rate on simulated construction sites in real time. Two silt fence fabrics, (1) woven and the other (2) nonwoven were subjected to material index property tests and a series of field-scale tests with different rainfall intensities and events for different embankment slopes on a tilting test-bed. Collected influent and effluent samples were analyzed for sediment concentration and turbidity, and the flow-through-rate for each fabric was evaluated. Test results revealed that the woven and nonwoven silt fence achieved 11 and 56 percent average turbidity reduction iv efficiency, respectively. Each fabric also achieved 20 and 56 percent average sediment concentration removal efficiency, respectively. Fabric flow-through-rates were functions of the rainfall intensity and embankment slope. The nonwoven fabric exhibited higher flow-throughrates than the woven fabric in both field-scale and laboratory tests. In the second part of the study, a Stormwater Harvesting and Assessment for Reduction of Pollution (SHARP) model was developed to predict operation of wet pond used for stormwater harvesting. The model integrates the interaction of surface water and groundwater in a catchment area. The SHARP model was calibrated and validated with actual pond water elevation data from a stormwater pond at Miramar Lakes, Miramar, Florida. Model evaluation showed adequate prediction of pond water elevation with root mean square error between 0.07 and 0.12 m; mean absolute error was between 0.018 and 0.07 m; and relative index of agreement was between 0.74 and 0.98 for both calibration and validation periods. The SHARP model is capable of assessing harvesting safe-yield and discharge from a pond, including the prediction of the percentage of runoff into a harvesting pond that is not discharged. The combination of silt fence and/or polyacrylamide PAM before stormwater harvesting pond in a treatment train for the reduction of pollutants from construction sites has the potential of significantly exceeding a performance standard of 85 percent reduction typically required by local authorities. In fact, the stringent requirement of equaling pre- and post-development pollutant loading is highly achievable by the treatment train approach. The significant contribution from the integration of the SHARP model to the treatment train is that real-time assessment of pollutant loading reduction by volume can be planned and controlled to achieve target performance standards.

No description available.

Med ett förändrat klimat förväntas nederbörd och kraftiga skyfall öka i framtiden. Detta i kombination med en ökad urbanisering och allt fler hårdgjorda ytor i städerna leder till att befintliga dagvattensystem kommer bli överbelastade. Nederbörden förväntas öka med 10-20 procent och avrinningen med 5-25 procent under det närmaste seklet. I många städer har de naturliga avrinningsområdena försvunnit i samband med urbaniseringen och bostäder byggs på olämpliga platser med stor översvämningsrisk. Behovet av en hållbar dagvattenhantering är betydande för att undvika negativa konsekvenser i städerna framöver. Den traditionella dagvattenhantering med rörsystem blir alltmer kritiserad för att vara ohållbar. I Malmö är dagvattenfrågan högst aktuell då staden nyligen blivit drabbad av översvämningar. Studiens fokus ligger på vilken syn större fastighetsägare och VA-huvudmannen har på dagvattenhantering i ett förändrat klimat. Studien är av både kvalitativ och kvantitativ karaktär och består av två intervjuer samt en kompletterande enkätundersökning. De slutsatser som framkommit av studien är följande: Det behövs ett ökat samarbete med skyfallsproblematiken i Malmö, förändring av lagstiftningen för tydligare ansvarsförhållanden, fastställa finansieringen av åtgärder, arbeta mer mot öppna lösningar och minska fokus på ledningsnätet, öka kunskapen hos stadsplanerare och fastighetsägare, lyfta dagvattenfrågan tidigt i planprocessen samt våga arbeta mot en långsiktigt hållbar stadsplanering som inte fokuserar på kortsiktiga vinstintressen. / As a result of the changing climate precipitation and intensified rainfalls is expected to increase. This combined with an increased urbanisation and more of hard surfaces in cities causes greater pressure on exsisting storm water systems. The precipitation over Sweden is expected to increase with 10-20 percent and the run-off with 5-25 percent over the next century. Due to the urbanisation the natural drainage areas have disappeared and areas with high flood risk have been exploitated. To avoid negative consequenses in the future, sustainable storm water management is needed. Conventional storm water systems is more and more criticized of being unsustainable. The storm water issue is a highly disscused topic in Malmö as the city flooded during 2014. The focus of the study is property owner and the public water suppliers view on storm water management in a changing climate. The study uses both quantitative and qualitative methods and consists of two interviews and a supplementary questionnaire. The study’s conclusions are as followed: the need for increased cooperation with torrential rain problems in Malmö, change in legislation in terms of clarify responsibilities, determine the financing of measures, work more towards open solutions and reduce the focus on pipe-based storm water system, increase knowledge among city planners and property owners, bring up the stormwater issue early in the planning process and a determenation to work towards long-term sustainable planning rather than focusing on short- term profits.

Master of Landscape Architecture / Department of Landscape Architecture/Regional and Community Planning / Lee R. Skabelund / Hurricane Katrina displaced many New Orleans residents, leaving in its wake tens of thousands of vacant lots and buildings. In 2010, estimates show that over 57,000 properties lay empty in the city, especially in the poorer neighborhoods. These properties are not contributing to the fabric of the city; in most places, they are a sign of defeat, an eyesore, or a haven for crime. The neighborhood of St. Roch is experiencing the negative effects of these properties day in and day out and from year to year. Almost a quarter of the lots are vacant in the St. Roch neighborhood, leading to crime and creating a nuisance and a blemish on the community. Coupled with the lack of ownership there is an ailing stormwater management infrastructure leading to areas of flooding after routine storms. In addition to these concerns, there is a lack of fresh, inexpensive and accessible food throughout the area. Although St. Roch’s vacant lots have a negative effect on the community, they present a tremendous opportunity. Their dispersal around the neighborhood presents the opportunity to connect them to churches, schools, retail outlets, as well as providing other uses and services to the neighborhood. The thoughtful design of these locations will demonstrate a site-sensitive approach to the local ecology, culture, and economy of the neighborhood. Such design includes the community throughout the entire lifecycle of each site from its planning phase to the end of its use. The primary goal throughout the planning and design process is to foster stewardship for both the landscape and the community as a whole by means of collaborative planning, direct interaction with each site during implementation, and the observation and monitoring of crucial processes throughout a site’s lifecycle. The intent of this project is to apply a participatory framework to the site design process in order to rejuvenate critical areas of the St. Roch neighborhood. This project seeks to demonstrate the need for a collaborative process while allowing for a balance between the experts who help design each site and the community members who take ownership of the renewed parcels.

Master of Landscape Architecture / Department of Landscape Architecture/Regional and Community Planning / Eric A. Bernard / The sub-rural Kansas community of Winona stands at a critical crossroad. The dilemma of rural population decline, fueled largely by technological advances in communication, transportation, and agriculture is devastating rural economies and the centers of community social life – namely the local school(s) and main street(s). The physical infrastructure, spatial character and unique identity of rural places is slowly diminished in the process. While great potential exists for the landscape architecture and planning professions to address the patterns of rural decline, the limited market for such services and the lack of regulations requiring those services precludes their effective implementation within rural communities. Within Winona, a long-standing stormwater problem provides an opportunity to address both the stormwater problem and the larger dilemma in a holistic landscape architecture approach. How can contemporary landscape architecture engage rural communities in planning and design solutions aimed at mitigating stormwater issues while addressing community identity loss resulting from population and economic decline? The Place, Space, Community (PSC) Framework developed can determine distinctive qualities and characteristics and illuminate community identity which serves as the creative genesis for stormwater mitigation, and more importantly, the development of social capital critical to economic and population stability and growth. Successful development of social capital and enhanced community identity is dependent on design solutions anchored in the sense of place inherent in the residents of Winona. Landscape architects are uniquely qualified to provide solutions to the stormwater problem which respond to place in ways influencing the identity and social capital of Winona’s residents in dramatically positive ways. This initial focus on a holistic, place-based approach to increased social capital provides a strong foundation for future economic, social and environmental stability and growth into the future. Winona can indeed enjoy a bright and prosperous future with a Place, Space, Community approach.

Connecting Urban Residents to Their Watershed with Green Stormwater Infrastructure: A case study of Thornton Creek in Seattle, Washington.

The purpose of this study was to use the Global Water Stormwater Sampler SS201 to characterize the urban runoff in Pecan Creek. Location of the samplers was influenced by land use and ease of installation. Determination of the constituents for analysis was modeled after those used in the NPDES permit for seven cities within the Dallas/Ft.Worth metroplex. Some metals, notably cadmium and arsenic, exceeded the U.S. EPA's MCL's. Statistical analysis revealed first flush samples to be significantly more concentrated than composite samples. Minimum discharge loadings were found to be significantly lower than maximum discharge loadings. Additionally there were significant differences of specific constituents between station locations and storm events.