Vertical axis wind turbines (VAWT) have many advantages over traditional Horizontalaxis wind turbines (HAWT).One of the more severe problem of VAWTs are the complicated aerodynamicbehavior inherent in the concept. Incontrast to HAWTs the blades experience varying angle of attack during its orbitalmotion. The unsteady flowleads to unsteady loads, and hence, to increased risk for problems with fatigue.A tool for aerodynamic analysis of vertical axis wind turbines has been developed.The model, a Discrete vortex method, relies on conformal maps to simplify the taskto finding the flowaround cylinders. After the simplified problem has been solved with Kutta condition,using the Fast Fouriertransform, the solution is transformed back to the original geometry yielding the flowabout the turbine.The program can be used for quick predictions of the aerodynamic blade loads fordifferent turbines allowing the method to be validated by comparing the predictionsto experimental data from realvertical axis wind turbines. The agreement with experiment is good.

The crisis of the water resources become a serious problem in recent years. Besides the global warming the problem mostly comes from quick population growth, intense industrial developments and low efficiency agricultural implementations. Biofilters are widely been used to either reduce pollution loads or also as a water conservation tool. And the vertical-flow biofilters act as a kind of bio-filter has gain the advantages of low maintenance, small footprint, greater capacities on both the hydraulic and organic loadings. It often used in to treat aquaculture wastewater for recycling during the filter stage. This study is, therefore, focusing on the bio-treatment processes to recycle the wastewater discharged from Chlorella production. Preserving water resources is one big issue of this study, Reuse the nutrients is another tough objective. For reusing the water with as much nutrients as possible and get the organic content off the water is the major target of the study. This study has been separated in two stages. A preliminary study has first been carried out in order to understand the Chlorella behaviors in more detail. Second phase includes the treatment tests with conventional activated sludge (AS) method and the bio-filters. The results have shown that ammonia is preferred by Chlorella as the nitrogen source. Light plays an important role on the treatment for removing algae activities. Aerobic digestion has shown better efficiency. AS can accept as high as 20% of daily input to the system volume, the system is not capable to bear more. While the biofilters, using either zeolite and LECA as the media, have shown satisfied results. When the hydraulic loading stay between 0.30 ~ 2.09 m3 m-2 day-1 to the system, the SS, COD, Chl-a removal rates can reach 90%, and more than 96% of total inorganic nitrogen (TIN) and 76% phosphorus can be preserved in the recycled water, respectively.

This study focused on the investigation of the impact of household cleaning and personal care products on the quality of grey water and the assessment and optimisation of grey water treatment by a novel constructed wetland design. The prototype wetland design which comprised three-stage cascading beds (0.27 m 2 by 0.20 m deep) with sand media, (d10: 1.0 mm and d90: 4.0 mm) was tested for treatment performance to meet non-potable reuse standards in three versions, unplanted open beds, unplanted covered beds, and planted beds (comprising mixtures of Iris pseudacorus, Iris chrysographes, Carex elata Aurea and Mentha aquatica). The prototypes were benchmarked against a standard single-pass wetland (6 m 2 by 0.7 m) planted with Phragmites australis. Performance was measured in terms of removal of conventional water quality determinant parameters, as well as Total coliforms and E coli, and surfactants. Microbial dynamics were also monitored during the study by looking at variations in microbial compositions with time for the different wetlands. All the wetland versions effectively removed more than 98 % turbidity and organics meeting the most stringent reuse wastewater reuse standards of < 2.0 NTU and < 10 mg BOD5/L respectively. The influent grey water had low BOD:COD ratio ranging from 0.27 – 0.45, which is indicative of low biodegradability. The comparison of the cascade wetland performances showed the following: open beds > planted = covered, with the open beds version meeting reuse standards virtually throughout the monitoring period, despite recurrence of schmutsdecke in the top bed. All wetland technologies supported viable populations of microorganisms. Only phospholipid fatty acids (PLFAs) of lower carbon chain length (< C20) had concentrations greater than 1 mol %, in all the wetlands beds, confirming that the majority of the PLFAs in the media were from contribution of microbial organisms and not plant organic matter. Characterisation of microbial organisms was carried out to understand the constructed wetlands functioning and thus the treatment processes. The household products showed nutrient deficiency signifying low treatability. Product branding did not show correlation with any water quality parameters. In terms of toxicity, laundry and cleaning products were more inhibiting to soil microorganisms than were personal care products.

The purpose of this study is to use vertical-flow constructed wetlands (VFCW) microcosm systems to investragte the removal efficiencies of sulfate. The system was located on the campus sewage treatment plant. nn National Sun Yat-sen University. In this study, two media, gravel and peat, were installed in four different systems. The two system with same media were separated into vegetated and non-vegetated (control) ones respectively. In the test runs, the operation methods included batch type filled with water, continuous flow and integrated vertical flow constructed wetland (IVCW) with continuous flow. In batch type test, it was run under an initial concentrations of SO42--S about 500 mg/L. The experimental results showed that the removal efficiencies were increased with increasing COD concentrations. Under the same conditions but with continuous flow operation, the removal efficiencies of SO42--S were lower than the batch type one, which 80% could be reached. The best system for operation was P1 (peat with vegetated), in which the removal effciency reached 90%. The experimental results also showed that the vegetated systems presented higher removal efficiencies of sulfate than the non-vegetated ones. In addition, this research were increased the concentrations of SO42--S and COD to about 1200 mg/L and 4000 mg/L respectively. The experimental results showed that the IVCW treatment system could achived greater efficiency than VFCW treatment system. The experimental in depth research test run indicated that the anaerobic condition did not affect the removal efficiencies of ammonia by using batch type. However, nitrification was the main reaction of ammonia to nitrate in the continuous flow type systems. When ORP values were found below the -300 mV, the sulfate began to be drcreased. It was believed that if the anaerobic condition were well be established, while the organic carbon could be contented in this system, the sulfate reducing bacteria (SRB) might live, and then sulfate could be removed. The effect of temperature on sulfate removal was generally established in this study. According to the experimental results, it was found that the activity of SRB motility was higher in higher temperature (35¢J) than that in lower temperature (25¢J).

The main contents of campus sewage are BOD and inorganic nutrients. Conventional secondary treatment processes can remove BOD efficiently, whereas the inorganic nutrients remain mostly left. Therefore, the effluents may cause eutrophication to the receiving water bodies. Using constructed wetland treatment system to reduce nutrients become more and more popular recently. Vertical flow type subsurface process is particularly efficient in nitrogen transformations. In this research we studied the nitrogen transformation dynamics by using different types vertical flow constructed wetland system with various natural materials as the media to treat the secondary effluents from a campus sewage treatment plant. Six self designed experiment columns with broken concrete blocks, oyster shells, different sizes of marble granules, and river sands were used for this study as vertical flow constructed wetland systems. The methods of operation included batch type, continuous flow with filled water and trickling filter type, which were tested by controlling the influent flows into those six test columns. The efficiencies of various combinations in treatments and their mechanisms were discussed in the study. The experimental results showed that the best ammonium nitrogen removal efficiency was measured equal to 46.6% in batch type operations, while the continuous flow with filled water type operation showed the best performance by using concrete blocks as the media (42.8%). However, the best ammonium nitrogen removal rate in the trickling operation was found in the column with media of 3 mm marble granules (91.1%). The medium of river sand obtained the best phosphorous removal rate by using a batch flow operation. Vegetating presented only minor contributions in the column with medium of smaller grain size materials. The optimum C/N ratios for denitification tests are 3.5 and 3 by using the media of concrete and oyster, respectively.

The aim of this investigation was to use hybrid constructed wetlands to treat the secondary effluents from NSYSU campus sewage treatment plant, which had high phosphate and ammonium nitogen and from a textile industrial wastewater treatment plant, which had high chemical oxygen demand(COD) . The purpose of this study is to design optimum operation, conditions and to select suitable types of filter media through optimum combinations of vertical flow (VF) and horizontal flow (HF) constructed wetland systems. The flow regimes for vertical flow operation in this study include continuous flow with filled water, trickling filter type and batch type, while the flow types for horizontal flow operation include high water level and low water level effluents. The experimental of results showed that the best ammonium nitrogen removal efficiency was found in trickling filter type, which was because high oxygen was provided under this flow pattern creating a suitable condition for nitrification , especially in V3 column(39.09%), while the best denitrification effect was fonnd in low water level horizontal operation, especially in H2 bed(42.56%). The experimental results of treating the Everest effluent from the wastewater treatment plant showed that the flow regime in V3 system had best removal of COD in batch type. In trickling filter and low water level type, the optimum hybrid of V3+H3 had the COD removal efficiency eqail to(33.3%)+(49.8%) respectirely .For the experimental results of tolerance of macrophyte, Hedycbium coronarium Koenig live well, but no significant removal efficiencies of nutrient was fund.

French vertical-flow constructed wetlands (VFCW) directly treating raw wastewater are known to perform well on for SS, COD and nitrification. They are also known to robustly cope with hydraulic overloads during rainfall events. Although numerous systems have been installed in areas equipped with a combined sewer, the limits of stormwater acceptance remain ill-defined and need to be improved. Looking at the various VFCW designs and usages reported in the literature, it is difficult to draw any consensus on their hydraulic limits. Consequently, designing VFCW to accept hydraulic overloads is a complex task, as local context strongly impacts inlet flows produced during rainfall events. Dynamic models appear a requisite for filter design in such cases. Numerical CW models have essentially focused on horizontal flow, with few attempting to study VFCW dynamics which are more commonly tackled via mechanistic models. Although mechanistic models are powerful tools for describing processes within the VFCW, they are generally too complicated to be readily used by designers. The choice between detailed description and easy handling will depend on the modelling aims. If the aim is a global design tool, simplified models offer a good alternative. However, the simplified models geared to studying VFCW dynamics are extremely reduced. They are easy-handling for design and well-adapted to specific purposes (combined sewer overflow -CSO- treatment) but not necessarily to VFCW treating combined sewer wastewater, where long-term infiltration rates vary significantly. Consequently, this PhD thesis work focused on developing a simplified hydraulic model of VFCW to guide designers through the process of adapting VFCW systems to treat domestic wastewater in both dry and rain events. The simplified model makes it possible to link (i) hydraulics, by simulation of ponding time variations, (ii) biological performances, by establishing "dysfunction alerts" based on treatment performance assessment and variations in online N forms effluent from the young VFCW. These "dysfunction alerts" plot the maximal hydraulic load that a filter can accept without compromising its biological activity. The simplified model was used to model long-term hydraulics in the VFCW (i) to analyze the impact of local context and filter design on hydraulic overload acceptance (using "dysfunction alerts" and bypass discharges) and (ii) to propose VFCW designs for accepting hydraulic overload in different contexts. The modelling demonstrates that VFCW can limit days with bypass discharges to less than 20 times per year without jeopardizing filter performances. Moreover, the most problematic scenario on stormwater treatment remains a watershed with high imperviousness coefficient and low slope under a Bretagne-type climate, demonstrating that the filter is more sensitive to periodicity and duration than to intensity of rainfall events.

La gestion « durable » des ressources en phosphore est aujourd’hui un enjeu important du fait de l’épuisement des réserves naturelles et des besoins croissants de l’agriculture notamment. En parallèle, la protection des écosystèmes conduit à des réglementations de plus en plus strictes des rejets de phosphore. L’objectif scientifique de cette thèse est de contribuer à décrire les mécanismes de rétention et de libération du phosphore dans le cadre du traitement des eaux usées domestiques par filtres plantés de roseaux à écoulement vertical, notamment de mieux comprendre où et sous quelle forme le phosphore est retenu dans le système. Plus particulièrement, les travaux ont porté sur le procédé Azoé NP® proposé par la société française SCIRPE, lequel comprend un prétraitement biologique sur lit bactérien, une précipitation du phosphore par injection de chlorure ferrique, puis deux étages de filtres plantés de roseaux à écoulement vertical partiellement immergés. Dans une première phase, nous avons étudié la plus ancienne station de type Azoé NP® située à Vercia (Jura) qui a été suivie depuis 8 ans. Les résultats ont montré les bonnes performances du procédé et leur maintien sur le long terme malgré la forte augmentation de charge organique en automne provenant d’effluents viticoles. Il a été montré que le phosphore était principalement retenu au sein du premier filtre, essentiellement dans la couche de boues organiques qui se forme en surface du 1er étage. L’utilisation de techniques analytiques complémentaires a permis de montrer notamment que leur minéralisation progressive entrainait une évolution des espèces de phosphore au cours du temps, avec par exemple formation de phosphore apatitique. La rétention du phosphore dans les boues a ensuite été étudiée à l’échelle du laboratoire à l’aide de lixiviations successives dans des conditions extrêmes de pH ou d’oxydo-réduction. Les résultats ont montré une très bonne stabilité en conditions de fonctionnement normales. Des essais pilotes ont enfin été réalisés pour approfondir l’évaluation de l’influence du potentiel redox en faisant varier la hauteur d’immersion du milieu filtrant qui influence les conditions d’oxydoréduction. Ces études ont confirmé la stabilité des procédés Azoé NP® et Azoé P® (correspondant au procédé Azoé NP® sans zone d’immersion) en fonctionnement normal. En conditions d’immersion totale prolongée simulant un dysfonctionnement du système, les performances sont dégradées en une semaine, mais le retour en mode totalement insaturé permet un rétablissement très rapide indiquant la bonne résilience du système. / Nowadays, sustainable management of phosphorus resources is an important issue due to the depletion of natural reserves and growing of its agriculture need. In parallel, the protection of ecosystems leads to stringent regulations concerning treatment of phosphorus in wastewaters. The scientific objective of this thesis was to contribute to describing the phosphorus retention and release in domestic wastewater treatments by vertical flow constructed wetlands, especially to better understand where and in which form the phosphorus is retained in the system. In particular, the work focused on the process Azoé NP® proposed by the French company SCIRPE, which includes a biological pretreatment on trickling filter, precipitation of phosphorus by injection of ferric chloride and two stages of partially flooded vertical flow constructed wetland. First of all, we studied the oldest Azoé NP® type station located at Vercia (Jura, France) which was monitored for 8 years. The results showed that the Vercia treatment plant provided robust year-round treatment of municipal wastewater and winery wastewater during automn. It was found that the phosphorus was principally retained within the deposit organic sludge layer on the surface of the first stage of filteration. The use of additional analytical techniques showed that phosphates species within this deposit layer changed during the mineralization of organic matters over time. The formation of amorphous apatite species was also discussed. The stability of the retention of phosphorus in sludge was then studied at laboratory scale using successive leaching under extreme conditions of pH or redox potential. The results showed a very good stability of sludge from the Vercia plant in normal operating conditions. Pilot tests were finally performed to evaluate the influence water saturation level within the filter medium which affect redox conditions of the system. These studies confirmed the stability of processes Azoé NP® and Azoé P® (corresponding to the process Azoé NP® without water saturation within filter media) during normal operation. Under conditions of prolonged immersion simulating a malfunctionning of the system, the performance was degraded after one week of flooding. However, the return to fully unsaturated mode allowed a very fast recovery of the filter, showing a good resilience of the system.

Constructed wetland is one of ways of domestic wastewater treatment that allows reuse of treated water. The thesis acquainted with run principles, with a design for a family house, that includes different solutions of technologic parts with advice for a reliable run and theoretical financial costs.

Vertical flow constructed wetlands (VF CWs) are becoming increasingly popular for onsite wastewater treatment due to their high oxygen transfer capacity and high nitrification rates. However, there are still some question marks regarding (1) how the treatment performance of VF CWs is affected by design and operational parameters, and (2) the treatment processes happening inside the wetland bed as the wastewater percolates through. In this study, we investigated the effects of filter media (coarse sand or fine gravel), dosing regime (hourly with 4 mm or bi-hourly with 8 mm) and plant presence (with or without Phragmites australis) on the  treatment performance and concentration depth profiles of pollutant removal in six pilot-scale VF CWs treating primary treated domestic wastewater. Grab samples of wastewater were collected every 2-3 weeks during 5 months and analyzed for organic matter, suspended solids, nitrogen and E. coli. We found that sand beds performed better than gravel beds for removal of all pollutants except total nitrogen, although for long term operation gravel may be less susceptible to clogging. The overall treatment performance was not affected by different dosing regimes, but the concentration depth profiles showed that smaller and more frequent doses led to more pollutant removal in the upper part of the beds. The presence of plants was moderately important for the removal of ammonium, but had no effect on other pollutants.