O Lago das Garças (23°39\'S, 46°37\'W) está situado dentro da área do Parque Estadual das Fontes do Ipiranga, cidade de São Paulo (SP). Com o objetivo de identificar as principais fontes de aporte de nutrientes (nitrogênio e fósforo) e a quantificação das cargas do entorno do corpo d\'água, o lago foi dividido em dois compartimentos. Foram realizadas amostragens mensais de janeiro de 1997 a junho de 1998, em dez estações de coleta. Foram feitas medidas de temperatura, pH, condutividade elétrica e concentrações de fósforo total, nitrogênio total, amônio, clorofila a, material em suspensão total, oxigênio dissolvido, em cinco profundidades no lago. Nos afluentes foram determinadas as concentrações de nitrogênio total e fósforo total. Os perfis obtidos na coluna d\'água em conjunto com os dados climatológicos e morfométricos do lago, indicaram que o aquecimento térmico pela radiação solar e a profundidade do sistema foram as principais funções de força nos processos de estratificação térmica e química. No período de estudo, as cargas de entrada no reservatório, foram de 6.519 Kg de fósforo e 37.156 Kg de nitrogênio, sendo que os afluentes representaram 99% e 34% da carga total de fósforo e nitrogênio, respectivamente. A eficiência de retenção do Lago das Garças foi de 61% para o fósforo total e 85% para o nitrogênio total. Em relação a trofia o lago foi classificado como eutrófico em todo o período de estudo. Através de equação matemática baseada na carga anual de fósforo, tempo de residência e profundidade média, foi possível estimar as concentrações de fósforo no reservatório, além de fazer simulações na redução das cargas. Considerando que a carga média de fósforo total foi de 4.891 mg/m2 ano, a simulação matemática indicou que reduções superiores a 90% da carga (valores máximos de 300 mg/m2 ano) alterariam o nível de trofia no sistema para oligotrófico/mesotrófico. / The Lago das Garças (23°39\'S, 46°37\'W) is located in Parque Estadual das Fontes do Ipiranga, São Paufo city (SP). In order to identify the main sources of nutrients (nitrogen and phosphorus) and to quantify of the nutrient loads of its tributaries, the lake was divided in two compartments. Water sample were collected monthly from January 1997 to June 1998, in ten sampling station. Measurements of temperature, pH and electric conductivity and concentrations of totaf phosphorus, total nitrogen, ammonium, chlorophyll a,suspended solids, dissolved oxigen, were done in five depth of in the lake. ln each tributarys it was established only one sampling station where it was measured the concentration of total phosphorus and nitrogen. The profiles obtained in the water column, associated with the climatological data and morphological features of the lake, showed that the thermaI heating by the solar irradiation and depth of the system were the main force functions in the processes of thermal and chemical stratification. In the period study, the entrance loads into the Iake were of 6,519 Kg of pnosphorus and 37,156 Kg of nitrogen. The tributaries represented 99% and 34% of the total load of phosphorus and nitrogen, respectively. The retention efficiency of the Lago das Garças was 61% for total phosphorus and 85% for total nitrogen. In relation to the trophic status, this lake was cfassified as eutrophic all over the studied time. Using a mathematical equation based on the annual load of phosphorus, residence time and medium depth, it was possible to evaluate the phosphorus concentration in the lake and also to verify the effect of the redution of the loads. Considering that average load of total phosphorus was of 4.891 mg/m2.year, the mathematical model indicated there more than 90% of the load (maximum 300 mg/m2.year) should be reduced, to alter the trophic status in the system for oligotrophic/mesotrophic.

An increasing number of lakes worldwide are impacted by eutrophication and harmful algal blooms due to nutrient inputs. Utah Lake is a unique eutrophic freshwater lake that is naturally shallow, turbid, and alkaline with high dissolved oxygen levels. Recently, the Utah Division of Water Quality has proposed a new limitation of phosphorus (P) loading to Utah Lake from wastewater treatment plants in an effort to mitigate eutrophication. However, reducing external P loads may not lead to immediate improvements in water quality due to the legacy pool of nutrients in lake sediments. The purpose of this study was to characterize the fate and mobility of P in Utah Lake sediments to better understand P cycling in this unique system. We analyzed P speciation, mineralogy, and binding capacity in lake sediment samples collected from 15 locations across Utah Lake. P concentrations in sediment ranged from 306 to 1894 ppm, with highest concentrations in Provo Bay near the major metropolitan area. Sequential leach tests indicate that ~25-50% of P is associated with Ca (CaCO3/ Ca10(PO4)6(OH,F,Cl)2 ≈ P) and 40-60% is associated with Fe (Fe(OOH) ≈ P). Ca-associated P was confirmed by SEM images, which showed the highest P concentrations correlating with Ca (carbonate minerals/apatite). The Ca-associated P fraction is likely immobile, but the Fe-bound P is potentially bioavailable under changing redox conditions. Batch sorption results indicate that lake sediments have a high capacity to absorb and remove P from the water column, with an average uptake of 70-96% removal over the range of 1-10 mg/L P. Mineral precipitation and sorption to bottom sediments is an efficient removal mechanism of P in Utah Lake, but a significant portion of P may be temporarily available for resuspension and cycling in surface waters. Mitigating lake eutrophication is a complex problem that goes beyond decreasing external nutrient loads to the water body and requires a better understanding in-lake P cycling.

Atmospheric nutrient loading and transport though precipitation and dry deposition is one of the least understood yet one of the most important pathways of nutrient transport into many lakes. These nutrients, phosphorus and nitrogen, are essential for aquatic life and often play major roles in algae blooms that occur in lakes and reservoirs. Often heavy algal growth intensifies a variety of water quality problems. Utah Lake may be even more susceptible to atmospheric deposition due to its large surface area to volume ratio and proximity to Great Basin dust sources. In this study, eight months of atmospheric deposition data were collected and analyzed from five locations near Utah Lake. Geospatial maps were created to show the temporal distribution of phosphorus and nitrogen. Evaluation of the atmospheric deposition results indicate that between 8 to 350 tons of total phosphorus and 46 to 460 tons of dissolved inorganic nitrogen were deposited onto the surface of Utah Lake over an eight-month period. Both estimates were based on assuming that the deposition decreased exponentially from the sampling station to the middle of the lake. The large difference results from using only samples with no visible particles or insects present to give the low estimate and all samples to give the high estimate. These nutrient loading values are very significant in that it has been estimated that only about 17 tons year-1 of phosphorus and about 200 tons year-1 of nitrogen are needed to support a eutrophic level of algal growth in Utah Lake. Atmospheric deposition was found to be a major contributor in providing a eutrophic nutrient load to Utah Lake. Further, it is likely that the actual deposition loading is much higher than 8 tons per 8 months thus indicating that deposition alone adds a eutrophic phosphorus loading to the lake. Since conditions are similar in much of the Great Basin and other areas of Western United States, this seems to be a very significant finding relative to nutrient evaluation and feasible management scenarios. The results also indicate that one might expect to see more cyanobacteria blooms (Harmful Algal Blooms) in shallow ponds in this area if atmospheric deposition is the main source of nutrients, since N to P ratios are low and thus more situations arise where a shortage of ionic nitrogen favors these nitrogen-fixing cyanobacteria.

No description available.

Water resources in Florida have been severely degraded by eutrophic conditions, resulting toxic algae blooms, which negatively affect health and tourism. Eutrophication, or excessive amount of phosphorus (P) and nitrogen (N) in water, overstimulates the production of aquatic plants, depletes dissolved oxygen, and deteriorates the aquatic environment. However, phosphorus is a non-renewable resource essential for all living organisms. In fact, more than half of the total demand for P globally is to supply the food industry, which has concerningly accelerated the depletion rates of phosphate reserves. In many wastewater treatment plants (WWTPs), the enhanced biological phosphorus removal (EBPR) approach has been employed to achieve high phosphorus removals from wastewater through phosphate-accumulating organisms (PAOs). However, during either anaerobic or aerobic digestion of EBPR sludge, stored polyphosphates are released and carried into the sidestream, which is typically returned to the headworks of the main treatment facility, thereby recycling phosphorus back into the system. This treatment train is highly inefficient because nutrients rather are recirculated rather than recovered. Struvite (MgNH4PO4•6H2O) is precipitated in oversaturated aqueous solutions with equal molar concentrations of magnesium, ammonium, and phosphate. The controlled crystallization of struvite may be applied to remove phosphorus and some ammonium from sidestreams, which is the liquid portion of the digester effluent. Struvite can be employed as a sustainable slow-release fertilizer due to its low solubility in water. This offers the opportunity of marketing the struvite produced under controlled conditions and creating a revenue for the utility. The specific research objectives of this thesis are (1) to investigate different possible operating conditions under which anaerobically digested sludge from EBPR facilities might be treated through struvite precipitation; (2) to quantify the removal of N and P from sidestreams from anaerobically digested EBPR sludge via struvite precipitation and assess the composition of the precipitate obtained; and (3) to generate a cost analysis to assess the trade-offs between the capital and operation and maintenance (O&M) costs of struvite production and the benefits such as reduced chemical use and production of a slow-release fertilizer. The main parameters affecting struvite precipitation are the Mg2+ to PO43- molar ratio, pH, temperature, mixing speed, hydraulic retention time (HRT), and the seed quantity added to promote nucleation. Different operating conditions within these parameters were batch-tested as part of this study using sidestream from the pilot-scale anaerobic digester (AD) fed from Falkenburg Advanced Wastewater Treatment Plant (FAWWTP) EBPR sludge. Additionally, the effect of temperature and pH were investigated using Visual MINTEQ simulations. Analysis of Variance (ANOVA) was employed to investigate the variance within the removals from the centrate obtained for phosphate, ammonium, magnesium, and calcium. The chemical composition of the solids collected after employing the selected operating conditions was analyzed by powder X-ray diffraction (PXRD). The results for the batch tests performed as part of this thesis were quantified in terms of the removals of phosphate, ammonium, magnesium, and calcium from the centrate. The greatest amount of phosphate removal was achieved by operating the struvite reactor at 4.0 mmol of Mg2+ per mmole of PO43-. The other molar ratios tested were 1.0, 2.0, and 3.0. Visual inspection of the data showed significant variability in removals of ammonium, calcium, and magnesium, which are likely to be correlated with the highly variable influent concentrations into the struvite reactor. In this case, ANOVA will require larger data sets to accurately analyze variance in the results. The statistical results given by ANOVA for the pH suggests that the main species to contribute with struvite being precipitated are statistically stable within the tested pH values of 8.5, 9.0, and 9.5. The results obtained by the simulation using Visual MINTEQ indicated that maximum saturation as function of pH takes place at a pH between 9.5 and 10.0. The ANOVA for the mixing speed showed that significant amounts of ammonium were removed at higher mixing speeds. This is likely due ammonium being volatilized, which is enhanced by turbulence. Magnesium and phosphate showed lower removals at higher mixing speeds, suggesting that too high mixing speeds will promote struvite seed dissolution. ANOVA identified NH4+ and Ca2+ as the species significantly impacted by modifying the HRT from 8 to 20 minutes. This suggests that prolonged HRT promotes inorganic nitrogen species to volatilize. It is likely that at higher HRT, tricalcium phosphates (TCP) or other favored calcium species coprecipitated together with struvite. Regarding the added struvite seed for nucleation, the greatest removals of ammonium, magnesium, and, phosphate were observed when 1g/L of struvite seed was added. The results also indicated that adding 5 and 10 g/L was an excessive amount of seed, which ended up contributing significantly to more nutrients into the centrate rather than precipitating them. The results also suggested that the struvite crystals formed in the sidestream by secondary nucleation, since removals close to zero were reached after adding no seed. The optimum temperature identified by the simulation in Visual MINTEQ was 21°C. Operating the struvite reactor under the optimal conditions identified in the batch tests, resulted in an average of 99% total P (TP) and 17% total N (TN) removals. The precipitate molar composition for [Mg2+:NH4+:PO43-] was equal to [2:2:1] based on the concentrations that disappeared from the aqueous solution, suggesting that other minerals coprecipitated with struvite. Visual MINTEQ predicted that together with struvite, CaHPO4 and CaHPO4•2H2O will also precipitate under the tested conditions. However, given the obtained ratio it is likely that other unpredicted species by Visual MINTEQ, such as magnesium carbonates or magnesium hydroxide coprecipitated with struvite. PXRD analysis also revealed that the sample was likely contaminated struvite, although the specific contaminants were not identified. A cost analysis was performed to distinguish the economic feasibility of incorporating a struvite harvesting system to treat the anaerobically digested sidestream from the Biosolids Management Facility (BMF) within the Northwest Regional Water Reclamation Facility (NWRWRF). Three different scenarios were evaluated; in Scenario (1) Ostara® Nutrient Recovery Technologies Inc. (Ostara®) evaluated the production of struvite from anaerobically digested EBPR sidestream using a fluidized reactor. In Scenario (2), Ostara® evaluated the production of struvite in a fluidized bed reactor by employing Waste Activated Sludge Stripping to Remove Internal Phosphorus (WASSTRIP™) in a mixture of post-anaerobic digestion centrate and pre-digester thickener liquor. Scenario (3) was addressed by Schwing Bioset Inc. (SBI) for a continuously-stirred reactor followed by a struvite harvesting system. Scenario (2) offers the highest TP and TN recoveries through WASSTRIP™ release due to the additional mass of phosphorus that is sent to the phosphorus recovery process. Therefore, although Scenario (2) has the highest total capital costs ($5M) it also has the shortest payback period (18 years). Scenarios (1) and Scenario (3) have similar payback periods (22-23 years) but very different total capital costs. The annual savings by producing struvite in Scenario (3) is $40K, which is about 30% less than producing struvite in Scenario (1). This is probably because the only savings considered under Scenario (3) were the lower alum usage and the fertilizer revenue; however, the savings by producing class A biosolids, were not accounted for. Consequently, the reduced total capital cost of $960K and the annual payment amount per interest period close to $80K, positioned Scenario (3) as the more feasible one, considering 20 years as the expected life of the asset at a 5% interest rate.

One of the major water quality issues affecting waterways is eutrophication. Controlling the input of nutrients from municipal wastewater treatment plants (WTP’s) is a significant step in reducing eutrophication. Tertiary wastewater treatment for water quality improvement in particular Biological Nutrient Removal (BNR) is often expensive to construct with high maintenance costs. Constructed wetlands (CWs) offer an alternative wastewater treatment and have been used successfully worldwide to treat various types of wastewater. This study investigated the effectiveness of the Oxley Creek horizontal subsurface flow (SSF) CW for tertiary municipal wastewater treatment and the suitability of four native macrophyte species, Baumea articulata, Carex fascicularis, Philydrum lanuginosum and Schoenoplectus mucronatus. The investigation consisted of four main components: 1) Plants: monitoring plant establishment, growth, impact of cropping, gravel size, nutrient content and storage for the four macrophyte species trialed; 2) Water quality - effluent treatment: monitoring water quality and quantity entering and leaving the wetland to determine wastewater treatment; 3) Organic matter: accumulation of organic carbon within the wetland cells for the different gravel sizes (5mm and 20mm) and 4) Mass balance: combining nutrient storage by macrophytes with wastewater nutrient removal to determine proportion of nutrient removal by plant uptake. The Oxley horizontal SSF CW is situated at the Oxley Creek WTP in Brisbane (South- East), Queensland, Australia which has a sub-tropical climate. The experimental design involved four different substrate treatments: Cell A new 5mm gravel, Cells B and C old 20mm gravel and Cell D old 5mm gravel. Cells B, C and D had been operational since 1995 whereas Cell A had been in use since 2000. The wetland received secondary treated effluent direct from the Oxley Creek WTP at an average flow rate of 8L/min with a median hydraulic loading rate (HLR) of 0.12m/day and a hydraulic retention time (HRT) of 2 to 3 days. Each cell consisted of three gravel sections (Section 1 to 3) separated by 1m wide open water sections. Gravel Sections 2 and 3 were planted out with the four macrophyte species in October 2000, Section 1 remained unplanted. Plant health and leaf height was monitored to assess plant establishment and growth. Investigations into plant establishment and growth demonstrated that Carex was most suitable. Carex achieved the highest maximum leaf height and was not affected by pests and disease unlike Schoenoplectus and Philydrum. Above ground biomass was cropped in May and August 2001, with biomass of cropped material measured on both occasions. Plant health and re-growth following cropping of above ground biomass in May and August 2001 demonstrated that cropping retarded regrowth of Schoenoplectus and Philydrum. Carex and Baumea recovered quickest following cropping, with Carex achieving leaf height prior to cropping within 6 months. Proportion of biomass contained above and below ground was measured by collecting biomass samples three times over 9 months and dividing into plant components (roots, rhizomes, leaves, flowers and stems). Investigations into the proportion of above and below ground components indicated that >80% of biomass is contained above ground. Therefore cropping above ground biomass would potentially remove a significant proportion of nutrient storage from the CW. The results indicated that the ideal time for cropping was in spring/summer when plants are flowering particularly for Philydrum, whose flowering stems comprised 40% of total plant biomass. Flowering stems of Philydrum could potentially have a commercial use as a cut flower. Nutrient content of the four species in each cell was measured for individual plant components when first planted and after three (summer) and six (autumn) months growth. This was combined with biomass data to quantify nutrient bioaccumulation (nitrogen and phosphorus) by the four species in each cell. In terms of ability to bioaccumulate nitrogen and phosphorus, measurements of nutrient content and storage indicated that all four species were suitable. Nutrient storage was highest for Baumea and Carex. However high nutrient content may make the macrophytes more susceptible to pest and disease attack as found in this study for Philydrum and Schoenoplectus. Nutrient storage was highest in Cell A (new 5mm gravel) as a result of higher biomass achieved in this cell. The cropping and nutrient storage experiments indicated that Carex was the most suitable species for use in SSF CWs. Carex achieved the highest nutrient storage and had the fastest regrowth following cropping. Organic carbon accumulation between gravel particles measured as the proportion of material lost at 500oC was determined for gravel samples collected from each section for all four cells at 10cm depth increments (0-10cm, 10-20cm and 20-30cm). Investigations into organic carbon accumulation within the gravel substrate showed that organic accumulation was higher in the planted sections particularly for cells that had previously been planted with Phragmites australis. Organic accumulation was highest in the top 20cm of the gravel, which can be attributed to litter fall and root material. The effect of gravel size on plant growth, biomass, root depth and organic accumulation was assessed throughout the study. Investigations indicated that gravel size did not appear to affect biomass, maximum root penetration, re-growth following cropping and organic accumulation. Water quality from the inlet and outlet of each cell was measured fortnightly over 12 months (May 2001 to May 2002). Water quantity (HLR) was measured weekly using tipping buckets located at the inlet and outlet of each cell. Water quality and quantity were combined to investigate the nutrient removal efficiency of the wetland. The Oxley wetland was highly effective in reduction of TSS (<2mg/L) and COD (<30mg/L). Principal TSS and COD removal mechanism was physical with the first gravel section acting as a filter removing the majority of particulate material. Average loading rates to the wetland were 7.1 kg/ha/d PO4-P, 14 kg/ha/d NH4-N and 5.4 kg/ha/d NOx-N. Average daily mass removal rates ranged from 7.3 kg/ha NH4-N in Cell D to 4.6 kg/ha in Cell C (i.e. 37%-22% removal efficiency respectively); 5.2 kg/ha NOx-N in Cell C to 1.3 kg/ha in Cell A (i.e. 75%-22% removal efficiency) and 0.8 kg/ha PO4-P in Cell A to 0.1 kg/ha in Cell C (i.e. 10%-1% removal efficiency). Removal efficiency was calculated on a loads basis. Insufficient retention times (2-3 days based on tracer study) and anaerobic conditions (<1mg/L) limited further nitrogen removal. Negligible phosphorus removal for all cells was attributed to short retention time and likelihood of phosphorus adsorption being close to capacity. Investigation into the proportion of nutrient removal attributed to plant uptake demonstrated that nutrient uptake and storage in plant biomass accounted for <12% TN and <5% TP. This research project has provided several useful outcomes that can assist in future guidelines for designing effective SSF CWs in the subtropics/tropics. Outcomes include the importance of maintaining an adequate water level during the initial establishment phase. Maximising effluent treatment by pre-treatment of wastewater prior to entering SSF CWs to enable ammonia to be converted to nitrate and ensuring adequate hydraulic retention time. Carex fascicularis was the most suitable species particularly where harvesting regimes are employed. Philydrum flowering stems could be used as a cut flower in the florist trade.

In response to concern that excessive macroalgal growth and accumulation was occurring in some inshore areas of Lake Macquarie, the distribution, abundance and seasonality of macroalgae was investigated in relation to nutrient input and power station cooling water. Macroalgal dry weight biomass was measured at ten sites on a monthly basis for two years, with an analysis of community structure conducted using Multi-Dimensional Scaling. The macroalgal community in Lake Macquarie was typical of those found in other New South Wales coastal lagoons, exhibiting considerable spatial and temporal variation. A close similarity was observed in macroalgal community structure at sites affected by urban nutrient input, these being characterised by a high biomass often attributable to only one or two species. These nuisance macroalgae were mostly green algae, which were almost entirely absent from other sites. Biomass at sites affected by urban nutrient input was generally within the range documented for eutrophic estuaries elsewhere. Analysis of macroalgal community structure showed no evidence of large-scale changes macroalgal communities attributable to the effects of power station cooling water except within 500m of the outfall. At sites affected by a 1-2??C temperature increase, community structure and the magnitude of the biomass were similar to sites deemed as being relatively free of human impact. A reduction in species diversity occurred only within the immediate discharge zone, where water temperatures were approximately 6??C above ambient temperatures. Excessive growth of nuisance macroalgal species was not observed at any of the sites influenced by power station cooling water. There were no distinct patterns in seasonality of macroalgal growth in this study, though the greatest biomass appeared to occur in spring. The irregular temporal variation in macroalgal growth suggests that the most significant factors affecting growth occur on a time scale of weeks to months. It is therefore likely nutrient input to the nearshore through surface runoff is an important influence on the distribution and abundance of macroalgae in Lake Macquarie. This emphasises the need to reduce nitrogen and phosphorus input from urban sources in Lake management.

<p>Eutrophication of the Baltic Sea and Swedish lakes remains a major problem despite many years of effort to reduce the emissions of nutrients. One major source is waste water systems, especially private sewage systems. These sewages accounts for a very large share of nutrients per capita in comparison with citizens connected to larger sewage treatment plants. Norrtälje community has the greatest number of private sewage systems in Sweden. Discharges of nutrients, especially phosphorus, to the Baltic Sea from these sewage systems are significant. That is why Norrtälje is working actively to improve the standard of these sewage systems.</p><p>The purpose with this Master Thesis was to compare from an environmental and cost perspective, different sewage systems in an area of Norrtälje. One of these sewage systems was liquid composting. To make this easier a tool called VeVa, which is an instrument for assessment of water and sewage systems in transition areas, was used. Since liquid composting was not included in VeVa in the beginning of the study one purpose was also to implement this option in the tool. Another objective of the work was to evaluate whether liquid composting is still a good sewage options in the future. The result of this study is based on a literature review, contact with Norrtälje community and modeling in VeVa.</p><p>The four sewage systems that where included in the study where connection to a large scale waste water treatment plant, local sewage treatment plant and liquid composting. The fourth system was a new construction of the already existing private sewage system in the area. This system was a sand filter system with a phosphorus trap and a separation and collection of toilet water.</p><p>Results from the study showed that all systems, with some exceptions for local wastewater treatment plant, can meet the Swedish Environmental Protection Agency high demand of phosphorus and nitrogen reduction for small sewage systems. All systems in the study, except for sand filter with phosphorus traps, have a high reversal potential of phosphorus. However it is only the liquid compost that can recycle nitrogen back to arable land to a greater extent. A comparison between manure sludge from waste water treatment plants and liquid composts showed that the liquid composts had a much lower level of cadmium content and higher proportion of plant available nutrients. The energy use for these systems varied widely where connection to a large scale wastewater treatment plant have the highest, while the liquid compost have the lowest energy use. The cost analysis showed that a municipal sewage treatment plant is the most expensive and liquid composting system is the next most expensive system. However, the differences in cost between the studied systems are not particularly large when uncertainties in the input are accounted. The conclusions of this Master Thesis were that liquid composting is a good sewage solution, especially when recycling of nutrients is an important factor. However there are important social and economic considerations that must be taken into account when deciding which sewage system should be implemented.</p> / <p>Övergödning av Östersjön och andra svenska vattendrag är ett stort miljöproblem som uppkommer av antropogena utsläpp av näringsämnen. En betydande källa för dessa utsläpp härrör från avloppsrening, i synnerhet från enskilda avlopp. Enskilda avlopp utgör en oproportionerligt stor källa av främst fosforutsläpp jämfört med större reningsverk räknat per capita. Norrtälje kommun är den kommun i Sverige som har flest enskilda avlopp och detta gör att utsläppen av näringsämnen till Östersjön är betydande. Den dåliga ekologiska statusen i stora delar av kommunens vattenområden har inverkat till att kommunen arbetar aktivt med att förbättra avloppsstandarden i dessa problemområden. År 2005 byggdes en våtkompostanläggning i Norrtälje vars syfte var att producera gödsel av avloppsvatten för att på så sätt ta vara på avloppsvattnets näringsinnehåll. Denna anläggning har lett till ett ökat intresset för system som har stor återföringspotential av växtnäringsämnen och funderingar på ytterligare en våtkompostanläggning i kommunen diskuteras i dagsläget.</p><p>Syftet med detta examensarbete var att studera fyra olika avloppsalternativ, där våtkompostering var ett alternativ, för ett fallstudieområde i Norrtälje. Som hjälpmedel för att utföra miljö- och kostnadsanalyser användes VeVa-verktyget som är ett verktyg för miljö- och kostnadsbedömningar för VA-system i omvandlingsområden. Eftersom våtkompostering inte ingick i VeVa vid detta examensarbetes början var också ett syfte att implementera detta avloppssystem i verktyget. Ett annat syfte var att göra en bedömning om våtkompostering är ett bra avloppssystem även i framtiden. Resultaten i denna studie bygger på en litteraturstudie, myndighetskontakt och modellering i VeVa. De avloppssystem som jämfördes i studien var anslutning till kommunalt avloppsreningsverk (ARV), lokalt avloppsreningsverk, våtkompostering och nyanläggning av samma enskilda system som i dagsläget finns i fallstudieområdet. Det sistnämnda systemet är en kombination av markbädd med fosforfälla samt sluten tank och markbädd.</p><p>Resultatet från studien visar att alla systemen med viss reservation för lokalt avloppsreningsverk uppfyller Naturvårdsverkets höga skyddsnivå för fosfor och kväve vilket är 90 % respektive 50 %. Alla system har en hög återföringspotential av fosfor men det är endast våtkompostsystemet som kan återföra kväve i större omfattning. Jämförelsen mellan slam från avloppsreningsverk och våtkomposterat avloppsavfall visade att våtkompost har mycket lägre kadmiumhalt samt högre andel växttillgänglig näring. Energianvändningen varierar mycket mellan systemen där anslutning till kommunalt avloppsreningsverk har högst förbrukning, medan våtkompostsystemet har lägst. Kostnadsanalysen visar att anslutning till kommunalt avloppsreningsverk är dyrast och våtkompostsystemet hamnar på andra plats. Dock är skillnaden mellan de studerade systemen inte speciellt stor när osäkerheter i indata beaktats. Slutsatsen i detta arbete är att våtkompostering är en bra avloppslösning, speciellt när kretsloppsanpassning är en viktig del, dock finns det viktiga sociala och ekonomiska aspekter som måste vägas in vid beslut om avloppssystem.</p>

<p>During the last decades, fish farming has been a rapidly increasing industry in many European and North American countries. Sweden has a large potential for aquaculture, but there is also a strong concern about the effects on the environment that an increased aquaculture production may cause. This thesis focuses on the eutrophication effects of fish farming in lakes and in coastal areas of the Baltic Sea.</p><p>Possible eutrophication effects related to marine fish farm emissions were found in small and semi-enclosed bays in the Åland archipelago of the Baltic Sea. Fish farming did not have any measurable large scale effect on TN in the Åland archipelago, but there were indications of a large scale effect on TP.</p><p>Nutrient concentrations and other eutrophication indicators in lakes with fish farms correlated well with the variations in farm load among the lakes and with distance from the fish farms within lakes. In a majority of the observed cases the effects on phosphorus concentrations were smaller than expected from the most commonly used models. Besides overestimating the effects, these old models described the variation between lakes adequately. It was therefore possible to construct farm specific steady state models based on the same model structures, that should be simple and accurate enough to be useful.</p><p>The observed effects on phosphorus concentrations tended to be higher in lakes where fish farms had been active for a long time, compared to lakes with new fish farms. Earlier investigations have shown that there is a considerable time lag in the response of changed phosphorus loads in many lakes. Empirical data and model simulations suggest that this is the case also for fish farm lakes.</p>

<p>The aim of the study was to quantify the extent of inorganic chemical pollution of the Franschhoek River and draw relationships between contaminants in water, sediment and plants. The invasive Acacia mearnsii and Salix babylonica and indigenous Brabejum stellatifolium species were chosen as biomonitors due to their wide spread distribution along the river and their apparent ability to accumulate heavy metals. The sites chosen allowed for comparison of the river quality upstream with that of the river further down stream as it meandered through residential, agricultural and recreational areas, until it joined with the Berg River further downstream. The general aim of the study was to assess the degree of inorganic pollution in the Franschhoek River to evaluate its contribution to pollution of the Berg River, of which it is an important tributary. Also understanding the sources of the pollution would contribute to the ability to reduce pollution.</p>