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Les marais filtrants artificiels sont des écosystèmes recréés par l’homme dans le but d’optimiser l’épuration des eaux usées. Lors de la sélection d’espèces végétales pour la mise en place de ces marais filtrants, l’utilisation d’une polyculture ainsi que d’espèces indigènes non invasives est de plus en plus recommandée. Néanmoins, la plupart des marais filtrants existants sont des monocultures utilisant des plantes envahissantes, probablement à cause du manque d’évidences scientifiques sur les avantages de la diversité végétale et de la performance des espèces locales. Ainsi, les questions de recherche autour desquelles s’oriente ma thèse sont: Les polycultures présentent-elles un potentiel épuratoire aussi ou plus grand que les monocultures, et une espèce indigène est-elle aussi efficace et performante qu’une espèce exotique envahissante dans des marais filtrants ? Trois expériences ont été conduites afin de répondre à ces questions. J’ai d’abord testé l’influence de la richesse végétale sur l’élimination des polluants en deux dispositifs expérimentaux: 1) comparant deux espèces de plantes émergentes en monoculture ou combinées séquentiellement, et 2) évaluant la performance de quatre espèces flottantes plantées en monoculture par rapport à des associations de deux (avec toutes les combinaisons possibles) et de quatre espèces. Une troisième expérience a été réalisée afin de comparer l’efficacité épuratoire de l’haplotype européen envahissant du roseau commun (Phragmites australis) et de la sous-espèce locale non-invasive (P. australis subsp. americanus). La composition en espèces végétales a produit un effet notable sur la performance des marais filtrants. La comparaison des performances en mono- et en polyculture n’a pas permis de démontrer clairement les avantages de la diversité végétale pour l’élimination des polluants dans les marais filtrants. Toutefois, les marais filtrants plantés avec une combinaison d’espèces étaient aussi efficaces que les monocultures des espèces les plus performantes. La comparaison entre les deux sous-espèces de P. australis indiquent que la sous-espèce indigène pourrait remplacer le roseau exotique envahissant, évitant ainsi les potentiels risques environnementaux sans toutefois compromettre l’efficacité du traitement. Les résultats prometteurs de la sous-espèce indigène de P. australis doivent encore être testés dans des expériences à grande échelle avant d’utiliser largement cette espèce dans les marais filtrants. Nos résultats suggèrent que, dans des conditions où la performance des macrophytes disponibles est inconnue ou ne peut être déterminée, l’utilisation d’une combinaison d’espèces présente les meilleures chances d’accomplir le plus haut niveau possible d’élimination de polluants. De plus, même si la diversité végétale ne présente pas un avantage mesurable en termes d’efficacité épuratoire, celle-ci améliore la résilience des marais filtrants et leur résistance aux stress et aux maladies. / Treatment wetlands (TWs) are complex engineered ecosystems designed to remove pollutants from wastewater. In selecting plant species for TWs, the use of polycultures as well as the choice of local non-invasive species is increasingly recommended. However, to date, the majority of TWs have been planted in monoculture using invasive species, probably because the performance of native species and the possible advantages associated with plant diversity have not been clearly demonstrated. The research questions of my thesis are: Are polycultures as good as or better than monocultures for pollutant removal, and could a native species be as efficient as an exotic invasive species in TWs? Three experiments were performed to answer this question. The influence of plant richness on pollutant removal was tested in two mesocosm experiments: 1) comparing two emergent plant species in monoculture and planted in sequence, and 2) evaluating four free-floating species, each in monoculture versus pairs of species (all possible combinations) and the four species planted together. A third experiment was carried out to compare the removal efficiency of the invasive European haplotype of common reed (Phragmites australis) and the native non-invasive subspecies (P. australis subsp. americanus). Plant species composition influenced the performance of TWs. The comparison of the performance of monocultures versus polycultures showed that, overall, TWs planted with a combination of species were as efficient as monocultures of the best performing species. Comparing the performance of native and invasive P. australis strongly suggests that the native could replace the invasive species in TWs, thereby avoiding possible environmental risks without compromising treatment efficiency. The promising results of the native P. australis subspecies need to be further tested in full-scale experiments in order to encourage the use of this species in TWs. The results obtained comparing plant species combinations suggest that under circumstances in which the performance of available macrophytes is unknown or cannot be determined, using a mixture of species offers the best chances of achieving the highest possible level of pollutant removal. Furthermore, it has been suggested that plant diversity contributes to TWs in terms of their resilience to stress and disease.

[Truncated abstract] The use of constructed wetlands for tertiary purification of municipal wastewater has received increasing attention around the world because direct discharge of secondary-treated municipal wastewater to water bodies has caused eutrophication. Plant species selection and vegetation management may enhance nutrient removal efficiency in constructed wetlands. However, there is a lack of knowledge on the relations between plant growth and nutrient removal efficiency in constructed wetlands. The objective of this study is to better understand how plant growth and resource allocation are influenced by nutrients in wastewater and how nutrient removal efficiencies are affected by plant species and vegetation management. The preliminary experiment was conducted to select macrophytes, especially ornamental species, to grow in the wastewater in the wetland microcosms. Ten plant species, comprising six ornamental species: Alocasia macrorrhiza, Canna indica, Iris louisiana, Lythrum sp., Zantedeschia aethiopica, Zantedeschia sp., and four sedge species: Baumea articulate, Baumea juncea, Carex tereticaulis and Schoenoplectus validus, were planted in the wetland microcosms and fed a simulated wastewater solution in the concentrations similar to the secondary-treated municipal wastewater. C. indica has shown vigorous and healthy growth, and a relatively high potential of rooting-zone aeration and nutrient removal efficiency. B. articulata and S. validus also showed relatively high nutrient removal efficiency. ... The high nutrient availability and optimum N/P ratio were required for stimulating plant growth, resulting in allocation of more resources to above-ground tissues compared to below-ground parts, and enhancing nutrient removal efficiency. Nutrient removal efficiencies were significantly influenced by growth of C. indica and S. validus, nutrient loading rates and N/P ratios in the wastewater. The nutrient uptake kinetics of C. indica and S. validus were investigated to elucidate the differences in nutrient uptake between species. Wetland plant species have shown differential nutrient uptake efficiency and different preferences for inorganic N source, with C. indica preferring NO3-N and S. validus preferring NH4-N. C. indica had greater capacity than S. validus to take up PO4-P when the concentration of PO4-P in the solution was relatively low, whereas S. validus was more capable than C. indica to take up NO3-N when the concentration of NO3-N in the solution was relatively low. The PO4-P uptake capacity was higher in younger than older plants. Overall, the study has suggested that different plant species have differential capacity to take up nutrients. In addition to nutrient uptake, plants have significant other roles in terms of nutrient removal from the wastewater (such as leaking oxygen into the rhizosphere in which oxidation of substances like ammonia can occur). The properly high nutrient availability and optimum N/P ratio are required to stimulate the plant growth, resulting in enhancing the treatment performance in the wetlands. These findings have important implications for improving our ability to engineer ecological solutions to the problems associated with nutrient-rich wastewater.

Els Sistemes d'Aiguamolls Construïts (SAC) de Flux Subsuperficial Horitzontal (FSH) és una tecnologia apropiada pel sanejament d'aigües residuals procedents de nuclis de població petits. No obstant els SAC de FSH són considerats una tecnologia natural, l'operació i manteniment d'aquestes depuradores és crucial per a garantir el seu correcte funcionament. Aquestes necessitats d'operació i manteniment varien entre depuradores segons (1) les característiques de la comunitat, (2) la configuració de la depuradora i el disseny del SAC de FSH i (3) les característiques del medi receptor. En aquest sentit, en aquesta tesi es presenta el desenvolupament d'un Sistema d'Ajuda a la Decisió (SAD) per a la definició de protocols d'operació i manteniment per a SAC de FSH tenint en compte els factors que causen variabilitat entre aquest tipus de depuradores (1, 2 i 3). / Horizontal Subsurface Constructed Wetlands (HSCW) is an appropriate technology to treat wastewater coming from small communities. Despite HSCW is considered a natural technology, operation and maintenance are crucial to guarantee their performance. These necessities vary according to (1) the characteristics of the community, (2) the wastewater treatment plant configuration and the HSCW design and (3) the characteristics of the receiving media. In this sense, the this thesis presents the development of an Environmental Decision Support System (EDSS) to asses the definition of operation and maintenance protocols for HSCW taking into account the aspects that cause variability among these facilities (1, 2 and 3).

Environmental pollution from untreated wastewater disposal is one of the most serious environmental issues. Hexavalent chromium, Cr(VI), is known to be a very toxic compound, frequently found in polluted industrial wastewaters, and causes major environmental problems. On the other hand, among the agro-industrial wastewaters, dairy wastewaters can also cause serious environmental pollution due to their high organic loads. Specifically, when untreated dairy wastewater is deposited into surface water bodies it can cause eutrophication and environmental toxicity. The use of constructed wetlands began 40 years ago in North America and Europe. The idea arose from the use of wetlands as final recipients to treat effluent wastewaters. After studies on their construction and improved operations, today constructed wetlands are used as a processing technology in many countries for the treatment of municipal wastewater, industrial wastewater, landfill leachates, etc. Due to their simplicity and low operational cost, constructed wetlands are becoming more prevalent in wastewater treatment all over the world. Their range of applications is no longer limited to municipal wastewater or industrial wastewater but has expanded to the treatment of heavily polluted wastewaters such as agro-industrial effluents. Constructed wetlands can tolerate high pollutant loads and toxic substances without reducing their removal ability, thus these systems are very effective bio-reactors even in hostile environments. The potential application of constructed wetlands in the treatment of chromium-bearing wastewaters has been reported recently. Additionally, secondary cheese whey, a nutrient-rich wastewater which has high potential of polluting surface and/or groundwater, is now being treated either by conventional or biological treatment processes. However, limited research has been conducted on the treatment of secondary cheese whey using constructed wetlands. The objectives of this PhD research were to evaluate a) the effect of different parameters (HRT, temperature, physiochemical parameters) on the treatment of wastewater containing Cr(VI) and secondary cheese whey, using pilot-scale horizontal subsurface flow (HSF) constructed wetlands, b) a sustainable disposal technique of chromium treated reed biomass and c) the treatment efficiency of undiluted secondary cheese whey using pilot-scale HSF constructed wetland at very low HRT and removal of Cr(VI) by providing cheese whey as source of carbon. In the 1st experimental period of this dissertation, the research focused on the study of integrated chromium removal from aqueous solutions in HSF constructed wetlands. Two pilot-scale HSF constructed wetlands (CWs) units were built and operated. One unit was planted with common reeds (Phragmites australis) and one was kept unplanted. Influent concentrations of Cr(VI) ranged from 0.5 to 10 mg/L. The effects of temperature and hydraulic residence time (8 - 0.5 days) on Cr(VI) removal were studied. Temperature proved to affect Cr(VI) removal in both units. In the planted unit, maximum Cr(VI) removal efficiencies of 100% were recorded at HRT’s of 1 day with Cr(VI) concentrations of 5, 2.5 and 1 mg/L, while a significantly lower removal rate was recorded in the unplanted unit. Harvested reed biomass from the CWs was co-composted with olive mill wastes. The final product had excellent physicochemical characteristics (C/N: 14.1-14.7, germination index (GI): 145-157%, Cr: 8-10 mg/kg dry mass), fulfills EU requirements, and can be used as a fertilizer in organic farming. In the 2nd experiment of the first experimental period of this research, two horizontal subsurface flow pilot-scale constructed wetlands were built and operated for almost two years to treat secondary cheese whey. One unit was planted with common reeds (Phragmites australis) and one was kept unplanted. The pilot-scale wetlands operated under various hydraulic residence times (8, 4, 2 and 1 day), temperatures (2.4 to 32.90C) and COD influent concentrations (1200 to 7200 mg/L) in order to examine their effect on secondary cheese whey treatment efficiency. Both units successfully removed organic matter, as COD removal efficiencies of 91% and 77.23% were recorded for the planted and unplanted unit, respectively. Hydraulic residence time affected COD removal efficiency only when limited to 1 day. Temperature significantly affected COD removal only in the unplanted unit, while the planted unit's efficiency was affected only by the annual plant growth cycle. It should be noted that COD effluent concentrations were below EU legislation units (120 mg/L) even when the CWs operated under the shortest hydraulic residence time ever reported in the literature (2 days) with COD influent concentrations ranging from 1200 to 3500 mg/L. In the 2rd experimental period, a mixed solution of cheese whey and hexavalent chromium was treated using pilot-scale horizontal subsurface flow constructed wetlands. This study was performed in order to assess the effect of hydraulic residence time, the initial concentrations of both substances (i.e., Cr(VI) and cheese whey), the presence of vegetation, and surface load throughout the treatment process. Two hydraulic residence times (HRT) (8 and 4 days) were applied. The average electrical conductivity did not show any significance and the average pH values also did not fluctuate. COD concentrations varied between 2000 to 3000 mg/L, and Cr(VI) concentrations were between 0.5 and 5 mg/L. Regarding the removal of organic matter, the planted pilot units had the highest removal rates of around 70%, compared to the unplanted units with around 50%. The vegetation does not affect the removal of Cr(VI) whereas for COD removal, the vegetation does not perform its proper function which leads us to conclude that Cr(VI) influences the removal of COD. The overall outcome of this research is a significant contribution to the treatment of Cr(VI) and secondary cheese whey using constructed wetland technology. It could also be concluded that, constructed wetlands can potentially remove both Cr(VI) and COD at very low HRTs (1 and 2 days, respectively), when receiving moderate pollutant concentrations (5 mg Cr(VI)/L and >5000 mg COD/L), without any seasonal effect. Moreover, by using cheese whey as the carbon source, Cr(VI) can be successfully removed in constructed wetland systems with 4 days of HRT. / Η ρύπανση του περιβάλλοντος από τα ανεπεξέργαστα λύματα αποτελεί ένα από τα σημαντικότερα περιβαλλοντικά ζητήματα. Το εξασθενές χρώμιο (Cr(VI)), που είναι γνωστό για την τοξική του δράση, εντοπίζεται συχνά σε βιομηχανικά υγρά απόβλητα και προκαλεί σημαντικά περιβαλλοντικά προβλήματα. Από την άλλη τα υγρά απόβλητα τυροκομικών μονάδων επίσης αποτελούν σημαντική περιβαλλοντική απειλή, λόγω του υψηλού οργανικού τους φορτίου. Ειδικότερα όταν ανεπεξέργαστα τυροκομικά υγρά απόβλητα καταλήγουν σε επιφανειακά υδάτινα σώματα μπορούν να προκαλέσουν ευτροφισμό και τοξικά φαινόμενα. Η χρήση των τεχνητών υγροβιότοπων ξεκίνησε πριν από περίπου 40 χρόνια στη Βόρεια Αμερική και την Ευρώπη. Η ιδέα προήλθε από τη χρήση φυσικών υγροβιότοπων ως τελικών αποδεκτών επεξεργασμένων υγρών αποβλήτων. Μετά από εκτεταμένη έρευνα σήμερα οι τεχνητοί υγροβιότοποι χρησιμοποιούνται ευρέως ως τεχνολογία επεξεργασίας διαφόρων ειδών υγρών αποβλήτων και απορροών (π.χ. αστικά, βιομηχανικά, δισταλλάγματα κλπ.). Λόγω της απλότητας τους και του χαμηλού λειτουργικού κόστους οι τεχνητοί υγροβιότοποι αποτελούν πλέον μια ανταγωνιστική τεχνολογία. Το εύρος των εφαρμογών τους δεν περιορίζεται πλέον μόνο στην επεξεργασία αστικών υγρών αποβλήτων, αλλά έχει επεκταθεί και στην επεξεργασία ισχυρών υγρών αποβλήτων, όπως των αγροτοβιομηχανικών. Οι τεχνητοί υγροβιότοποι είναι ανθεκτικοί σε υψηλά ρυπαντικά φορτία και σε τοξικές ουσίες χωρίς να επηρεάζεται σημαντικά η λειτουργία τους. Συνεπώς οι τεχνητοί υγροβιότοποι είναι ιδιαιτέρως αποτελεσματικοί βίο-αντιδραστήρες ακόμα και ιδιαίτερα εχθρικά περιβάλλοντα. Η δυνατότητα χρήσης τεχνητών υγροβιότοπων για την επεξεργασία υγρών αποβλήτων με χρώμιο, μόλις πρόσφατα έχει αρχίσει να μελετάται. Επί πλέον ο δευτερογενής ορρός γάλακτος (τυρόγαλα), που είναι ένα υγρό απόβλητο με υψηλό περιεχόμενο θρεπτικών, κυρίως επεξεργάζεται με τη χρήση φυσικοχημικών και βιολογικών μεθόδων, ενώ η χρήση τεχνητών υγροβιότοπων είναι περιορισμένη. Ο κύριος σκοπός της παρούσας διατριβής ήταν η αξιολόγηση της επίδρασης διαφόρων παραμέτρων (υδραυλικού χρόνου παραμονής-HRT, θερμοκρασίας, φυσικοχημικών παραμέτρων) στην επεξεργασία αποβλήτων που περιέχουν Cr(VI) καθώς και του δευτερογενούς ορρού γάλακτος με τη χρήση πιλοτικών μονάδων τεχνητών υγροβιότοπων οριζόντιας υπόγειας ροής. Επιπλέον η παρούσα διατριβή στόχευε και στην εξεύρεση μιας βιώσιμης τεχνικής για την επεξεργασία της φυτικής βιομάζας και στην χρήση του δευτερογενούς ορρού γάλακτος, ως πηγή άνθρακα στην επεξεργασία του Cr(VI). Στη διάρκεια της 1ης πειραματικής περιόδου της παρούσας διατριβής, η έρευνα επικεντρώθηκε στη μελέτη της ολοκληρωμένης απομάκρυνσης του χρωμίου από υδατικά διαλύματα και στην επεξεργασία δευτερογενή ορρού γάλακτος από πιλοτικές μονάδες τεχνητών υγροβιότοπων οριζόντιας υπόγειας ροής. Για την ολοκληρωμένη απομάκρυνση του Cr(VI) χρησιμοποιηθήκαν δύο πιλοτικές μονάδες τεχνητών υγροβιότοπων οριζόντιας υπόγειας ροής. Η μία πιλοτική μονάδα ήταν φυτεμένη με κοινό καλάμι (Phragmites australis), ενώ η άλλη παρέμεινε αφύτευτη. Οι συγκεντρώσεις του Cr(VI) στα υδατικά διαλύματα κυμάνθηκαν από 0.5 έως 10 mg/L. Επίσης εξετάστηκε η επίδραση της θερμοκρασίας και του HRT (8 - 0.5 ημέρες) στην αφαίρεση του Cr(VI). Η θερμοκρασία αποδείχτηκε να επηρεάζει την αφαίρεση του Cr(VI) και στις 2 πιλοτικές μονάδες. Οι αποδόσεις απομάκρυνσης του Cr(VI) στην φυτεμένη πιλοτική μονάδα έφθασαν το 100% ακόμα και για HRT της 1 ημέρας, με συγκεντρώσεις εισόδου Cr(VI) 5, 2.5 και 1 mg/L. Σε αντίθεση, η αφύτευτη πιλοτική μονάδα κατέγραψε σημαντικά χαμηλότερες αποδόσεις απομάκρυνσης Cr(VI). Η φυτική βιομάζα που συλλέχθηκε από την φυτεμένη πιλοτική μονάδα κομποστοποιήθηκε μαζί με στερεά απόβλητα ελαιοτριβείου. Το τελικό προϊόν της κομποστοποιήσης είχε εξαιρετικά φυσικοχημικά χαρακτηριστικά (C/N: 14.1-14.7, δείκτης βλαστικότητας (GI): 145-157%, Cr: 8-10 mg/kg dry mass), τα οποία πληρούν τα όρια της Ευρωπαϊκής Ένωσης για τη χρήση του ως λίπασμα σε οργανικές καλλιέργειες. Η δεύτερη πειραματική διάταξη της 1ης πειραματικής περιόδου περιελάμβανε δύο όμοιες πιλοτικές μονάδες με τις παραπάνω, που ωστόσο χρησιμοποιήθηκαν για την επεξεργασία δευτερογενούς ορρού τυρογάλακτος. Οι πιλοτικές μονάδες λειτούργησαν υπό διαφόρους χρόνους παραμονής (8, 4, 2 και 1 ημέρα), θερμοκρασίες (από 2.4 έως 32.90C) και συγκεντρώσεις εισόδου COD (από 1200 έως 7200 mg/L) Οι δύο μονάδες επεξεργάστηκαν επιτυχώς το δευτερογενή ορρό γάλακτος, αφού καταγράφηκαν για την φυτεμένη και την αφύτευτη πιλοτική μονάδα, αποδόσεις αφαίρεσης COD της τάξης του 91% και 77.23%, αντίστοιχα. Ο υδραυλικός χρόνος παραμονής επηρέασε την απόδοση τω δύο πιλοτικών μονάδων μόνο όταν μειώθηκε στην 1 ημέρα. Αντιθέτως, η θερμοκρασία επηρέασε μόνο την αφύτευτη πιλοτική μονάδα, ενώ η απόδοση της φυτεμένης επηρεάστηκε μόνο από τον ετήσιο κύκλο ανάπτυξης των φυτών. Πρέπει να τονιστεί ότι οι συγκεντρώσεις εξόδου του COD ήταν χαμηλότερες των ορίων της Ε.Ε., ακόμα και για χρόνους παραμονής 2 ημερών (ο χαμηλότερος που έχει αναφερθεί μέχρι τώρα στη βιβλιογραφία) με αρχικές συγκεντρώσεις εισόδου COD από 1200 έως 3500 mg/L. Στη διάρκεια της 2ης πειραματικής περιόδου οι τέσσερεις συνολικά πιλοτικές μονάδες που χρησιμοποιήθηκαν στην 1η περίοδο, χρησιμοποιήθηκαν επίσης και για την επεξεργασία ενός μεικτού διαλύματος δευτερογενή ορρού γάλακτος και Cr(VI). Στόχος των πειραμάτων που πραγματοποιήθηκαν ήταν η αξιολόγηση της επίδρασης του χρόνου παραμονής (8 και 4 ημέρες), των συγκεντρώσεων εισόδου του Cr(VI) (από 0.5 έως 5 mg/L) και του COD (από 2000 έως 3000 mg/L), του φυτού και του επιφανειακού φορτίου στην απόδοση των πιλοτικών μονάδων. Όσον αφόρα την αφαίρεση της οργανικής ύλης, οι φυτεμένες πιλοτικές μονάδες κατέγραψαν υψηλότερα ποσοστά απομάκρυνσης (περίπου 70%) σε σύγκριση με τις αφύτευτες (περίπου 50%). Σε αντίθεση, η απομάκρυνση του Cr(VI) έδειξε να μην επηρεάζεται από την παρουσία φυτών. Τέλος, παρατηρήθηκε ότι η ύπαρξη του Cr(VI) επηρεάζει την απομάκρυνση του οργανικού φορτίου. Τα τελικά συμπεράσματα της παρούσας διατριβής αποτελούν μια σημαντική συνεισφορά στην επεξεργασία υγρών αποβλήτων που περιέχουν Cr(VI) καθώς και του δευτερογενή ορρού γάλακτος από τεχνητούς υγροβιότοπους. Επίσης μπορεί να συμπεραθεί ότι η χρήση των τεχνητών υγροβιότοπων για την αφαίρεση Cr(VI) και COD μπορεί να επιτευχθεί ακόμη και σε πολύ χαμηλούς χρόνους παραμονής (1 και 2 ημερών, αντίστοιχα), καθώς και σε υψηλές αρχικές συγκεντρώσεις (5 mg Cr(VI)/L και >5000 mg COD/L, αντίστοιχα). Τέλος, η χρήση του δευτερογενή ορρού γάλακτος ως πηγή άνθρακα στην αφαίρεση του Cr(VI), ήταν πλήρως επιτυχημένη.

A study was conducted to assess the efficiency of a constructed wetland for sediment and nutrient removal from a riverine source containing non-point source pollution (NPS) in a Nordic climate. The constructed wetland, built near the town of Mystic, Southern Quebec, consists of a sedimentation basin, a sinuous subsurface horizontal flow section and an open water body or pond that continuously receives up to 5% of Walbridge Creek. Flow into and through the system is controlled by gravity. There is a gate on the intake structure, which allows inflow into the wetland to be adjusted, along with three composite weirs; located at the outlet of each section of the wetland. Water samples were analyzed for orthophosphates (PO4), dissolved phosphorus (DP), total phosphorus (TP), ammonium (NH4+) and nitrates (NO3-) The study occurred from May to December 2003 and from May to December 2004. In 2003, there was a 33.6% reduction in TP load from intake to outlet with a retention rate of 2.23 g m-2 year-1. The greatest reduction in TP load during 2003 took place during the summer months (32.2%). In 2004, there was a further reduction of 42.8% in TP load from intake to outlet with a retention rate of 1.56 g m-2 year-1 compared to 2003. The largest reduction in TP load during the operational year of 2004 took place during the summer months (43.7%). Within the wetland, both the submerged flow section and open water basin showed similar and significant reductions of TP load in 2003 and 2004 annually and seasonally. Both annually and seasonally in 2003, NO3- showed no significant decrease in load from intake to outlet or within portions of the wetland. In 2004, there was a 22% annual load reduction from intake to outlet with a retention rate of 43.9 g m-2 year-1. The largest reduction in NO3- load during 2004 took place during the summer months (25.6%). Within the wetland, the submerged flow section showed the greatest reduction in NO3- concentrations annually and during the summer months of 2004. These results confirm the range of treatment efficiencies that can be achieved using a constructed wetland for NPS pollution in a Nordic climate.

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

Constructed wetlands (CWs) originate from natural wetlands and are used for waste water treatment as an alternative to conventional treatment. This thesis was aimed at providing a literary summary of the types of house sewage water treatment plants and constructed wetlands used in the CR and abroad, of their hygienic aspects, functionality, treatment efficiency, expensiveness and the possibilities of their use in the conditions of the CR and their advantages and disadvantages. It also deals with a proposal of a suitable type of house CW for the conditions of the CR and a list of the necessary steps in construction of a house CW. Quite similar systems are being used for house sewage treatment in the Czech Republic and abroad {--} mostly septic tanks, ground mounds, constructed wetlands, active treatment plants and biodiscs. Alternative water treatment methods are generally not suitable for buildings having (now or in the future) the possibility of connection to municipal sewerage systems. They are on the other hand suitable for buildings not connected to sewerage systems or for seasonal objects, remote places and holiday houses with seasonal waste water production. A system with horizontal subsurface flow is mostly used as a CW in the Czech Republic. This CW type ensures sufficient removal of organic contamination and insoluble substances, but the efficiency of nitrogen and phosphorus removal is relatively low. However it is fully sufficient in the instance of low PE numbers, as the loading rate is usually low and the concentration of contaminants in the output water meets the prescribed limits. Foreign researches show that hybrid systems combining horizontal flow with vertical flow and with recirculation are more suitable for improving efficiency of nitrogen removal. Systems with vertical flow and intermittent waste water dosage showing particularly good results in ammoniac removal are also suitable for nitrogen removal. Special materials with higher iron, aluminium or calcium content are most suitable as filling of a constructed wetland or as additional filters or for improvement of phosphorus removal from waste water as they are able to reach efficiency of up to 90 %. In my thesis I came to a conclusion that a CW with horizontal subsurface flow is the most suitable type of house constructed wetland treatment for the conditions in the CR, mainly because it is the most frequently used and thus best proven CW type with sufficient efficiency of treatment for the substances required by standards.

The presence of mercury in aquatic environments has been cause for concern on the part of the scientific community and public health agencies around the world, due to their persistence and toxicity. Currently, the global demand for animal protein has enhanced aquaculture productivity, increasing the generation of wastewater with high content of nitrogen and phosphorous compounds. The phytoremediation consists of a group of technologies based on naturally occurring plants or use genetically modified to reduce, remove, degrade or immobilize toxins, as an alternative to conventional methods of wastewater treatment, due to its sustainability, low maintenance cost and energy. The present study provides information of an experiment conducted on a pilot scale, designed to evaluate the potential of macrophyte Typha domingensis in subsurface flow constructed wetlands for phytoremediation of fish-farming, wastewater or contaminated with mercury. The rate constant of the system was 7 times greater than the control line, demonstrating a higher performance and reduce 99.6 ± 0.4% of mercury present in contaminated water. When compared to other species, the results showed that the Typha domingensis showed greater accumulation of mercury (273.3515 ± 0.7234 mg kg-1), when the transfer coefficient was 7750.9864 ± 569.5468 L kg-1. After 120 h of exposure time, treatment with 50 shoots/m2 showed a total nitrogen removal efficiency of 217% subscript (free from macrophyte), showing the Typha domingensis, essential for phytoremediation of nitrogen. For total phosphorus, the removal efficiency was 26% more than the line of control, possibly by being present in particulate matter, and this, be retained predominantly by filtration and sedimentation. The efficiency of removal of total nitrogen and total phosphorus were approximately 90%, similar or superior to those obtained in other studies. The results demonstrated the great potential of macrophyte Typha domingensis in subsurface flow constructed wetlands for phytoremediation of wastewater from fish farming, or contaminated with mercury. / A presença de mercúrio em ambientes aquáticos tem sido motivo de preocupação por parte da comunidade científica e órgãos ligados à saúde pública de todo o mundo, devido à sua persistência e toxicidade. Atualmente, a demanda mundial por proteína animal tem intensificado a produtividade aquícola, aumentando a geração de águas residuárias com alto teor de compostos nitrogenados e fosforados. A fitorremediação consiste em um grupo de tecnologias baseadas na utilização de plantas de ocorrência natural ou geneticamente modificadas para reduzir, remover, degradar ou imobilizar toxinas, como alternativa aos métodos convencionais de tratamento de efluentes, devido a sua sustentabilidade, baixo custo de manutenção e energia. O presente estudo fornece informações de um experimento realizado em escala piloto, projetado para avaliar o potencial da macrófita aquática Typha domingensis em sistema de zonas úmidas construídas com fluxo subsuperficial, para a fitorremediação de águas residuárias de piscicultura ou contaminadas com mercúrio. A constante de velocidade do sistema foi 7 vezes maior que a linha de controle, demonstrando um maior desempenho e conseguindo reduzir 99.6 ± 0.4% do mercúrio presente na água contaminada. Quando comparadas a outras espécies, os resultados mostraram que a Typha domingensis demonstrou uma maior acumulação de mercúrio (273.3515 ± 0.7234 mg kg-1), quando o coeficiente de transferência foi de 7750.9864 ± 569.5468 L kg-1. Após 120 h de tempo de exposição, o tratamento com 50 brotos por m2 apresentou uma eficiência na remoção do nitrogênio total de 217 % superior à linha de controle (isento de macrófita), mostrando ser a Typha domingensis essencial à fitorremediação do nitrogênio. Para o fósforo total, a eficiência de remoção foi 26% superior a linha de controle, possivelmente por estar presente no material particulado, e este, ser retido predominantemente por filtração e sedimentação. A eficiência de remoção do nitrogênio total e fósforo total foram de aproximadamente 90%, similar ou superior aos obtidos em outros estudos. Os resultados demonstraram o grande potencial da macrófita aquática Typha domingensis, em sistema de zonas úmidas construídas com fluxo subsuperficial, para a fitorremediação de água residuária de piscicultura ou contaminadas com mercúrio.