Laboratory-scale settling columns were used to determine the settling velocity distributions of suspended solids to refine a methodology selected by the FHWA in designing wet detention basins for the treatment of highway stormwater runoff. Thirteen runoff samples were collected, over two years, from high volume (greater than 100,000 vehicles per day) highways in the Northern Virginia area. The sampling sites drained only highways and associated rights-of-way. Approximately 5.5 gallons of stormwater were placed in Plexiglass columns, and samples were withdrawn from column sampling ports immediately following sample addition, and after two, six, twelve, twenty-four, and forty-eight hours. Sampling depths along the column, were at one, two, and three feet from the base of the column. Each sample was analyzed for total suspended solids, five total and dissolved heavy metals, total Kjeldahl nitrogen, nitrate-nitrite nitrogen, total and dissolved phosphorus, and pH. Orthophosphorus, temperature, and total dissolved solids were analyzed only during the first year. The resulting analysis determined that highway runoff is similar to urban runoff in distribution and settling characteristics. Correlations between suspended solids removal and the removal of other pollutants were developed. The settling velocity distribution found in this study resulted in the revision of the FHWA design methodology for wet detention basins. / Master of Science

Diversion of the first flush of storm runoff to a detention basin for pollutant removal is an efficient way to control nonpoint source pollutant in urban areas. This can be achieved by a diversion box and detention basin system. To numerically simulate the response of the system to a design rainfall event and the associated pollutant loadings for a given drainage area, a desk top model has been developed for"user-friendly"' application in personal computers. Hydrographs and pollutographs are generated at the inlet and outlet of the diversion box and the detention basin.These hydrographs and pollutographs are examined and the peak outflow and peak pollutant concentrations are compared with allowable outflow and pollutant concentration for urban stormwater quality and quantity management. This model is designed for both the analysis and design of the system. / M.S.

One of the major programs to abate the deterioration of water quality in the Lake Okeechobee watershed was the addition of detention-retention facilities. The microbial biochemical potential of two different detention-retention marshes in the Kissimmee River Valley were examined to determine their effectiveness to improve water quality. The kinetics of decomposition and nutrient mineralization and assimilation, as mediated by microorganisms, and the enumeration of microorganisms capable of utilizing various substrates were studied. Various communities within each marsh were studied during a 2-year period. The decomposition rates of 3 plant substrates were determined. Chitin was used as a standard for organic decomposition. Chitin had significantly higher (p< 0.05) rates of decomposition than the plant material in all sites at both marshes. Chitin decomposition rates were significantly different (p< 0.05) between sites. Significant differences (p< 0.05) in rates of decomposition were also found between the 3 plant substrates. the difference in decomposition rates for the 3 plant substrates existed within sites, as well as between sites. The number of microorganisms and the mineralization and assimilation rates were significantly different (p< 0.05) between the detention-retention marshes. Significant differences (p< 0.05) in numbers of microorganisms and rates were also found between sites within each marsh. The variation in detrital processing demonstrated that site-specific dynamics occurred in the detention-retention marshes. Higher decomposition rates were associated with sediment sites containing organic matter with either a continuous, shallow flow of water or alternate wet/dry periods. Decomposition rates were lowest at sites containing sandy sediments, and dry soil sites without a flow of water. Higher aerobic and anaerobic bacterial activity was also associated with sediment sites containing organic matter with either a continuous, shallow flow of water are alternate wet/dry periods. Higher fungal activity was associated with alternate wet/dry sediment sites, but only during dry periods. Microbial activity was lowest at sites containing sandy sediments and in water columns.

<p>Storm water is defined as runoff from precipitation such as rain or snow. It is collected in sewage disposal systems and since it mainly originates from urban areas it can contain high levels of heavy metals, nutrients and oil etc. Polluted storm water is currently treated by different methods such as wet ponds, constructed wetlands and filter strips. This study investigates these methods, which in earlier studies have shown to give varying results regarding their treatment efficiency.</p><p>This thesis has been written on commission of SWECO VIAK and was aimed at studying those parameters that may affect the treatment efficiency of nutrients and heavy metals in storm water treatment facilities (STF:s). Through literature studies the dominating treatment processes in ponds and wetlands were examined. The flow pattern was then simulated in four different storm water ponds, of varying shape and size, by using a physically based computer model. The residence time distribution for each pond could then be calculated as well as the hydraulic efficiency, which is a measure on how well the inflowing water is spread throughout a pond. Finally a multiple regression analysis was performed. This analysis examined how the reduction of lead, copper, zinc and cadmium depends on the following factors: the specific pond area, the variance of the residence time distribution, the hydraulic efficiency and the concentration of incoming metals and suspended solids. The specific pond area is a factor which is defined as the pond area divided by the reduced run off area.</p><p>The results from the multiple regression analysis indicate that an increasing content of inflowing suspended solids leads to a better treatment efficiency regarding lead and copper. The specific area showed to have some effect on the treatment efficiency, but this effect was less than that of the content of inflowing suspended solids. The reduction of cadmium depended mainly on the specific area and the incoming concentration of cadmium. An increasing reduction of zinc could to some extent be explained by an increasing specific area.</p><p>The results from this analysis and earlier studies are emphasizing the fact that adsorption to particles and sediment is one of the main processes for a good separation of heavy metals from storm water. Longer measurements series from additional treatment facilities are needed to build a statistical model which, in the future, can be used to predict the treatment efficiency of storm water ponds.</p> / <p>Dagvatten är regn- och smältvatten som samlas upp i avloppssystem. Då detta vatten huvudsakligen härstammar från urban bebyggelse så kan det innehålla höga halter tungmetaller, närsalter och olja med mera. Idag behandlas förorenat dagvatten bland annat genom nyttjande av dammar, våtmarker och översilningsytor. Dessa behandlingsalternativ har dock visat sig ge varierande resultat med avseende på dess reningseffektivitet.</p><p>Detta arbete har utförts på uppdrag av konsultföretaget SWECO VIAK och syftade till att studera vilka parametrar som påverkar reningseffekten av närsalter och tungmetaller i dagvattendammar. Genom litteraturstudier undersöktes de dominerande reningsprocesserna i dammar och våtmarker. Därefter modellerades strömningen i 4 dammar med varierande form och storlek. Vid detta arbete erhölls en fördelning av uppehållstiden hos vattnet för respektive damm samt ett värde på den hydrauliska effektiviteten, vilken är ett mått på hur väl det inströmmande vattnet sprids ut i dammen. Slutligen utfördes en multipel regressionsanalys.</p><p>Vid denna analys undersöktes hur reningen av bly, koppar, zink och kadmium beror av den specifika dammarean, variansen hos vattnets uppehållstidsfördelning, den hydrauliska effektiviteten samt inkommande metall- och TSS-koncentration (suspenderat material). Den specifika dammarean är en faktor vilken defineras som kvoten mellan dammens area och dess reducerade avrinningsområde.</p><p>Resultaten från den multipla regressionen tyder på att en ökad inkommande halt av suspenderat material till dammen har störst betydelse för en förbättrad avskiljning av bly och koppar. Även den specifika arean och metallkoncentrationen i inflödet visade sig ha en viss, men något mindre, betydelse. Reduktionen av kadmium berodde däremot till störst del av den specifika arean och inkommande kadmiumkoncentration. En ökad reduktion av zink förklarades till viss del av en ökad specifik area. Resultatet att halten av suspenderat material i hög grad avgör reningen samt tidigare studier understryker det faktum att adsorption till partiklar och sediment verkar vara en av de viktigaste processerna för en god avskiljning av tungmetaller. Längre mätserier från fler dagvattendammar krävs dock för att i framtiden ta fram en statistisk modell vilken skulle kunna användas till att prediktera reningseffekten.</p>

Storm water is defined as runoff from precipitation such as rain or snow. It is collected in sewage disposal systems and since it mainly originates from urban areas it can contain high levels of heavy metals, nutrients and oil etc. Polluted storm water is currently treated by different methods such as wet ponds, constructed wetlands and filter strips. This study investigates these methods, which in earlier studies have shown to give varying results regarding their treatment efficiency. This thesis has been written on commission of SWECO VIAK and was aimed at studying those parameters that may affect the treatment efficiency of nutrients and heavy metals in storm water treatment facilities (STF:s). Through literature studies the dominating treatment processes in ponds and wetlands were examined. The flow pattern was then simulated in four different storm water ponds, of varying shape and size, by using a physically based computer model. The residence time distribution for each pond could then be calculated as well as the hydraulic efficiency, which is a measure on how well the inflowing water is spread throughout a pond. Finally a multiple regression analysis was performed. This analysis examined how the reduction of lead, copper, zinc and cadmium depends on the following factors: the specific pond area, the variance of the residence time distribution, the hydraulic efficiency and the concentration of incoming metals and suspended solids. The specific pond area is a factor which is defined as the pond area divided by the reduced run off area. The results from the multiple regression analysis indicate that an increasing content of inflowing suspended solids leads to a better treatment efficiency regarding lead and copper. The specific area showed to have some effect on the treatment efficiency, but this effect was less than that of the content of inflowing suspended solids. The reduction of cadmium depended mainly on the specific area and the incoming concentration of cadmium. An increasing reduction of zinc could to some extent be explained by an increasing specific area. The results from this analysis and earlier studies are emphasizing the fact that adsorption to particles and sediment is one of the main processes for a good separation of heavy metals from storm water. Longer measurements series from additional treatment facilities are needed to build a statistical model which, in the future, can be used to predict the treatment efficiency of storm water ponds. / Dagvatten är regn- och smältvatten som samlas upp i avloppssystem. Då detta vatten huvudsakligen härstammar från urban bebyggelse så kan det innehålla höga halter tungmetaller, närsalter och olja med mera. Idag behandlas förorenat dagvatten bland annat genom nyttjande av dammar, våtmarker och översilningsytor. Dessa behandlingsalternativ har dock visat sig ge varierande resultat med avseende på dess reningseffektivitet. Detta arbete har utförts på uppdrag av konsultföretaget SWECO VIAK och syftade till att studera vilka parametrar som påverkar reningseffekten av närsalter och tungmetaller i dagvattendammar. Genom litteraturstudier undersöktes de dominerande reningsprocesserna i dammar och våtmarker. Därefter modellerades strömningen i 4 dammar med varierande form och storlek. Vid detta arbete erhölls en fördelning av uppehållstiden hos vattnet för respektive damm samt ett värde på den hydrauliska effektiviteten, vilken är ett mått på hur väl det inströmmande vattnet sprids ut i dammen. Slutligen utfördes en multipel regressionsanalys. Vid denna analys undersöktes hur reningen av bly, koppar, zink och kadmium beror av den specifika dammarean, variansen hos vattnets uppehållstidsfördelning, den hydrauliska effektiviteten samt inkommande metall- och TSS-koncentration (suspenderat material). Den specifika dammarean är en faktor vilken defineras som kvoten mellan dammens area och dess reducerade avrinningsområde. Resultaten från den multipla regressionen tyder på att en ökad inkommande halt av suspenderat material till dammen har störst betydelse för en förbättrad avskiljning av bly och koppar. Även den specifika arean och metallkoncentrationen i inflödet visade sig ha en viss, men något mindre, betydelse. Reduktionen av kadmium berodde däremot till störst del av den specifika arean och inkommande kadmiumkoncentration. En ökad reduktion av zink förklarades till viss del av en ökad specifik area. Resultatet att halten av suspenderat material i hög grad avgör reningen samt tidigare studier understryker det faktum att adsorption till partiklar och sediment verkar vara en av de viktigaste processerna för en god avskiljning av tungmetaller. Längre mätserier från fler dagvattendammar krävs dock för att i framtiden ta fram en statistisk modell vilken skulle kunna användas till att prediktera reningseffekten.

Expansion och förtätning av städer leder till att såväl areal som andel hårdgjord yta ökar i våra stadsmiljöer. Detta genererar en ökad dagvattenavrinning eftersom regnvattnet inte har samma möjlighet att infiltrera i naturmarker och grönområden. Den ökade mängden dagvatten riskerar att orsaka problem i områden där ledningsnätet dimensionerats för de dagvattenmängder som tidigare varit aktuella. Att utöka ledningsnätets kapacitet är ofta mycket kostsamt och det är därför önskvärt att istället minska belastningen på de befintliga systemen. En allt vanligare metod för detta är att byggnaders takyta bekläds med växter, så kallade gröna tak. De gröna taken har potential att minska den avrunna volymen, fördröja avrinningen och dämpa de maximala flödena. Det råder dock osäkerheter kring hur dessa förmågor påverkas av bland annat olika väderförhållanden och takets vattenmättnadsgrad samt vid olika typer av nederbördshändelser.   Syftet med detta examensarbete var att undersöka möjligheten att simulera avrinningen från gröna tak med hjälp av en befintlig funktion i modelleringsprogrammet SWMM från US Environmental Protection Agency samt med hjälp av Mike Urban från företaget DHI. Ett mål var att sedan använda en av modellerna för att utvärdera hur gröna tak kan påverka belastningen på ett befintligt ledningsnät. Mätdata avseende bland annat nederbörd, avrinning och potentiell avdunstning erhölls från Veg Tech AB och AgroTech A/S. Mätningarna hade utförts vid företagens demonstrationsanläggning i Taastrup, Danmark, och omfattade avrinning från gröna tak med tre olika tjocklekar: 4 cm moss-sedum, 7 cm sedum-ört-gräs och 11 cm sedum-ört-gräs, samt ett hårdgjort referenstak. Inledande dataanalyser av de gröna takens kapacitet visade att takens magasineringskapacitet ökade med en ökad taktjocklek, där de tjockare taken kunde fullständigt magasinera större nederbördshändelser än vad som var fallet för det tunnaste taket. En analys av sambandet mellan nederbördsmängd och avrunnen volym visade ett starkare samband för regn med 60 och 120 minuters varaktighet än vad som var fallet för kortare varaktigheter.   Jämförelser av resultaten hos de båda modelleringsprogrammen visade på olika styrkor och svagheter och ingen av programvarorna gav en i alla avseenden tillfredställande simulering av avrinningen. Mike Urban gav generellt en högre förklaringsgrad men gav alltid en överskattning av den avrunna volymen över en längre tidsperiod. SWMM gav en bättre överensstämmelse med uppmätt avrinning än Mike Urban under de första månaderna av simuleringsperioden, men gav generellt en förskjutning av avrinningsförloppet. För kalibreringen mot 4 cm taktjocklek gav SWMM också en mer korrekt avrunnen långtidsvolym, medan den för de andra konstruktionerna gav liknande resultat som var fallet för Mike Urban. I ett exempel användes en av modellerna för att simulera avrinningen från MAX IV-laboratoriet i Lund. Resultaten visade att det då laboratoriet täckts med gröna tak endast behövdes ett en fjärdedel så stort fördröjningsmagasin för att översvämningar skulle undvikas på ett nedströms beläget fiktivt ledningsnät än vad som var fallet för hårdgjorda tak. / Larger and denser cities result in increasing amounts of impervious surfaces in urban areas. This generates an increase in storm water runoff, as the rainwater is prevented from infiltrating in natural soils and instead flows along the paved surfaces. The increased amount of storm water runoff is liable to cause problems in areas where the storm water system has been designed to handle the amounts of runoff previously generated in the area. Upsizing the capacity of the pipelines is usually costly, and it is therefore desirable to instead reduce the load on the existing system. One way of achieving this is to cover the rooftops with vegetation, so called green roofs. Green roofs are growing in popularity and have the potential to reduce the rate and volume of runoff, as well as attenuating the peak discharge. There are however uncertainties regarding how their abilities are affected by for example the antecedent weather conditions and the moisture content of the roof, as well as by various storm events.   The purpose of this Master’s Thesis was to study the possibility to simulate the runoff from green roofs using an existing function in the modelling software SWMM by US Environmental Protection Agency, and using Mike Urban by the company DHI. An additional objective was to use on of the designed models to evaluate how green roofs can affect the load on an existing storm water system. Measurements of precipitation, runoff and potential evapotranspiration were obtained from Veg Tech AB and AgroTech A/S. The measurements had been carried out at their demonstration site in Taastrup, Denmark, and included runoff from green roofs of three different thicknesses: 4 cm moss-sedum, 7 cm sedum-herb-grass and 11 cm sedum-herb-grass, as well as an impervious roof used as reference. Initial analyses of the data showed that the storage capacity increased with an increased roof thickness. The thicker roofs were able to completely retain the rainfall from larger storm events than what was the case for the thinnest roof. An analysis of the relationship between precipitation depth and runoff volume showed a stronger correlation for rains with 60 and 120 minutes duration than what was the case for shorter durations.   Comparisons of the two models’ performance showed different strengths and weaknesses, and none of the models were able to simulate runoff in a way that was satisfactory in all aspects. Mike Urban generally gave a higher coefficient of determination but consistently overestimated the discharged volume for extended time periods. SWMM gave a better conformity in observed runoff than Mike Urban during the first months of the simulation period, but generally gave a time lag in the runoff hydrograph. For the 4 cm roof calibration, SWMM also gave a more correct long-time runoff volume, while both models performed similarly for the other roof thicknesses. In an example, one of the models was used to simulate the runoff from the MAX IV laboratory in Lund. The results showed that in order to avoid flooding in the fictitious downstream storm water network, there had to be a four times larger detention pond in the case where conventional roofs where used compared to the scenario using green roofs.

In the Master’s Thesis “Pre-investigation of Stormwater Quality at Metals Scrap Processing Plant” the literature review of 136 sources was performed with the focus on storm water pollution, physical and chemical properties of specific pollutants, origins of the pollution and pathways of the pollutants transport to the environment. Types of industrial storm water samples and sampling methodologies are described as well. Raprinfall data calculation are performed for the design of industrial storm water collection and treatment systems. The comprehensive analyses of storm water treatment are done. The experimental part of the work was carried out at the metal scrap processing industry with paved and unpaved aeries of the surfaces. During the research the industrial storm water screening characterisation was done at different locations of the whole territory. The treatment technology, including the sedimentation tank, retention tank and filtration trench was selected and calculated for the treatment of storm water of the investigated industry. The generalized conclusions and results of the work can be useful for state institutions, research institutions and the enterprises engaged in storm water management.

Storm water quality can have a significant impact on receiving water bodies. The chief recipients of these impacts are aquatic life in the receiving water body and downstream water users. Over the last few decades, legislation, regulations, institutions and facilities have evolved to recognize the impact of urban storm water on receiving streams. This increased emphasis has caused contaminants in storm water to be identified as a major concern. This developing concern has generated an increased interest in the water quality of our streams and lakes and emphasized the need for more monitoring efforts. With the passage of the National Pollutant Discharge Elimination System (NPDES) Phase II requirements, small municipalities are responsible for storm water impacts on receiving waters within their jurisdiction. For the purposes of NPDES Phase II requirements, small municipalities are identified as these municipalities that are typically composed of 10,000 but less than 100,000 in population. The purpose of this dissertation is to develop a manual for use by the staff of small municipalities in meeting the requirements prescribed by changes initiated in the NPDES Phase II regulations. Attempts were made to comply with these requirements within a very limited manpower and budget framework and to develop procedures that would allow for permit compliance using testing equipment that was both reliable and robust. The users' manual provides valuable guidance in the establishment of a knowledge base for characterization of the watersheds selected for study. Chapter 3 of the dissertation contains a users' manual, designed for use by municipal staff members in their efforts to comply with the NPDES Phase II requirements. Using the techniques and equipment capabilities developed during the writing of the users' manual a characterization of three watersheds within Denton County, Texas was developed. Non-storm water samples were taken from each of the streams and a baseline analysis was established. The three watersheds represented agricultural, suburban and urban settings. Storm water samples were obtained from multiple storms within all three watersheds and data analysis used to determine the character and impact of urban runoff. Determination of the constituents for analysis was based on monitoring requirements of the NPDES Phase I and II requirements for owners and operators of municipal separate storm sewer systems (MS4) and on the Texas Pollutant Discharge Elimination System (TPDES) Multi-Sector General Permit (MSGP). The three watersheds were determined to have multiple statistically significant differences for some parameters between their Base Flows and Storm Flows. The impact of urban runoff on the receiving waters of these three drainage systems was clearly demonstrated throughout the testing period.

Nature provides various services to society that humans are completely dependent on for their survival. These services are called ecosystem services, and can be, for example, clean air, clean water and pollination of crops. To live close to nature and green areas is also important for our well being. Although we are often aware of the values that nature creates and its importance, green areas are often replaced with buildings and roads as the big cities grow and densify. The ongoing densification of cities, combined with the projected climate changes will result in that the capacity of storm water pipes is likely to be insufficient during major rainstorms which can create big problems with, for example, flooding. The increasing challenges of storm water management resulted in that open storm water solutions began to be used as supplement to the storm water pipes. Open water solutions are designed to take care of water in a way that mimics nature's way of taking care of rainfall. These open water systems are a form of urban ecosystems and, in addition to dampen the water flows, can provide a range of other ecosystem services. The aim of this thesis was to create a method for integrating and valuing ecosystem services in the design of open storm water management and thus make the values from ecosystem services visible. The thesis was limited to investigating seven different open storm water solutions: green roofs, infiltration of lawns, temporary damming on specially constructed flood areas, percolation trenches, natural streams, ponds and wetlands. In addition to the ability to manage and control large water flows, 11 ecosystem services were identified that can be obtained from the open storm water solutions: drinking water, non-potable water, natural water purification, carbon sequestration and storage, local climate control and air purification, noise reduction, pollination, habitat and biodiversity, activity based cultural values, aesthetic values and resource for research and education. The values of the ecosystem services were determined in a semi-quantitative survey in which 16 people responded to questions examining to what extent they consider that ecosystem services can be obtained in the various storm water solutions. The values of the ecosystem services also depend largely on the site's potential and how the solutions are designed. Factors that can affect the value of the ecosystem services with respect to these aspects were investigated in a literature study and in the questionnaire study. The results of the literature study and questionnaire study formed the basis for the non-site adapted assessment tool that was developed as the last step in the thesis. The tool was designed in Excel and consists of three steps. Step 1 aims to weight the ecosystem services by the sites’ potential, step 2 involves the actual valuation and possible adaption to alternative design, and in step 3 a factor is calculated as a measure of the values obtained from ecosystem services created from open storm water solutions in relation to the total area. The aim is that the assessment tool should be used as a complement to an investigation about which storm water treatment solution that is most suitable in a project. / Naturområden och grönytor levererar olika tjänster som människan är helt beroende av för sin överlevnad. Dessa tjänster kallas ekosystemtjänster och är exempelvis ren luft, rent vatten och pollinering av grödor. Närhet till naturen och grönområden har också stor betydelse för människans välbefinnande, till exempel genom att ha en stressdämpande effekt. Trots att vi är medvetna om värdena som naturen skapar, byggs grönytor i städer bort i takt med att de växer och förtätas. Täta städer innebär stora arealer hårdgjorda ytor vilket också resulterar i större volymer dagvatten då nederbörden inte kan infiltrera ner i marker och istället rinner av på ytan. Ledningarnas kapacitet riskerar att överskridas vid stora skyfall vilket kan orsaka stora problem med översvämningar. Problemet kommer dessutom förvärras i framtiden med de väntade klimatförändringarna. Ökande utmaningar med dagvattenhanteringen har resulterat i att öppna dagvattenlösningar började användas som komplement till ledningar under mark. Öppna dagvattenlösningar innebär att vattnet tas omhand på ett sätt som efterliknar naturens sätt att ta hand om nederbörd, och är en form av urbana ekosystem som, utöver att dämpa vattenflöden, kan tillhandahålla en rad andra ekosystemtjänster. Syftet med detta examensarbete var att skapa en metod för att integrera och värdera ekosystemtjänster i utformningen av öppen dagvattenhantering och därmed synliggöra ekosystemtjänsternas värden. Examensarbetet avgränsades till att utreda sju olika öppna dagvattenlösningar: gröna tak, infiltration på gräsytor, tillfällig uppdämning på översvämningsytor, svackdiken, naturliga diken och bäckar, dammar samt våtmarker. 12 ekosystemtjänster identifierades kunna erhållas från de öppna dagvattenlösningarna. Dessa var dricksvattenresurs, icke drickbart vatten, vattenrening, kolbindning och lagring, klimatreglering och luftrening, bullerreducering, flödesreglering, pollinering, livsmiljöer och biologisk mångfald, aktivitetsbaserade kulturella värden, estetiska värden samt resurs för forskning och utbildning. Ekosystemtjänsternas värden hos de olika dagvattenlösningarna bestämdes i en semikvantitativ enkätstudie där 16 personer fick värdera dagvattenlösningarnas kapacitet att bidra till de olika ekosystemtjänsterna. Värdena beror också till stor del på platsens förutsättningar och hur de utformas. Vilka faktorer som kan påverka värdet av ekosystemtjänsterna med avseende på dessa aspekter utreddes i en kvalitativ litteraturstudie. Resultatet från litteraturstudien samt enkätstudien utgjorde grunden för det icke platsanpassade värderingsverktyget som togs fram som det sista steget i examensarbetet. Verktyget utformades i Excel och består av tre steg där steg 1 syftar till att vikta ekosystemtjänsternas värden efter platsens förutsättningar, i steg 2 sker själva värderingen samt en eventuell anpassning till alternativ utformning och i steg 3 beräknas en faktor fram som är ett mått på ekosystemtjänsternas värden som fås från öppna dagvattenlösningar i förhållande till den totala arean. Syftet är att värderingsverktyget ska användas som ett komplement till en utredning om vilken dagvattenhantering som är lämpligast i ett projekt.

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