The South African coastal and marine environment is an essential ecologic and economic asset. Its associated services and products are substantially contributing to economic growth and sustainable development of the country. However, it is internationally and nationally recognised that land-based marine pollution (LBMP) is the most important single risk to the health and sustainability of coastal and marine waters and the associated ecosystems. The regulation of LBMP at the national level is still difficult and challenging. The issue of LBMP management has only recently been introduced in South Africa with the development of the National Programme of Action to Protect Marine Environment from Land-based Activities, 2008. South Africa is only starting to consider the question of LBMP regulation. This thesis aims to conduct a critical analysis of the South African regulatory framework pertaining to LBMP in comparison to international best practice and the French regulatory framework, in order to identify the key South African challenges in this regard and to make recommendations to address them. In order to do so, this research commences by providing an analysis of LBMP and the theoretical foundations associated with LBMP regulation, as promoted by international best practice. The study identifies and assesses the main regulatory features to be considered in the development, implementation and/or assessment of a regulatory framework pertaining to LBMP. These features will form the methodological framework to conduct the comparative legal assessment between the French and South African regulatory frameworks pertaining to LBMP. This thesis then provides a detailed and thorough legal analysis of the French and South African regulatory frameworks pertaining to LBMP using the methodological framework developed using guidance from international best practice. Finally, based on lessons learnt from the comparative legal study, this study concludes with a set of recommendations for the South African context. / Thesis (LL.D.)--North-West University, Potchefstroom Campus, 2011.

Thesis (MA (Geography and Environmental Studies))--University of Stellenbosch, 2005. / River basins have long been attracting human settlement and development, promising water and fertile lands (Newson 1992). The Bot River Catchment on the southern coast of South Africa is no exception. However, much of the development in this catchment has not been controlled and its land and water resources are being abused. This is affecting the water quality and quantity of the river system and estuary at an alarming rate. In this thesis, the ‘reference’ land cover in the Bot River Catchment is recreated. This term is used to describe “the hydrological state of the catchment as it was when completely covered in natural vegetation, thus before it was impacted by humans” (Jacobs & Bruwer 2002:12). A rainfall-runoff model is employed to investigate the effects of various land covers on the catchment’s runoff quantity, by comparing the simulation results of the catchment’s reference and current state. The results of the model point to a large reduction in runoff since the reference state of the catchment. As the rainfall-runoff model applied did not allow for modelling of the annual agriculture that dominates the catchment, the runoff reduction was attributed to the smaller areas of perennial agriculture, forestry and alien vegetation infestation. The simulation results confirmed the threat of current land use practices on the environmental integrity of the Bot River Catchment. A transition to agricultural practices that are more suited to the climate is suggested and the eradication of alien vegetation should be seen as a priority. Most importantly, a holistic approach should be taken towards the management of the Bot River Catchment. The altered hydrodynamic regime of the Bot River Estuary is symptomatic of misuse of the entire catchment. As ongoing demographic and land use pressures create a new generation of water management problems (Department of Water Affairs & Forestry 1993), a deeper understanding of the relationships between the different components in the Bot River Catchment becomes increasingly urgent.

Anthropogenic activities generate waste products that pollute the environment with bacteria and heavy metals. This research assessed pollution of the Kahwa River, Bukavu Town, DRC with cadmium and lead (HMs) and bacterial enteropathogens. A survey of businesses, households and healthcare facilities showed general use of the river to remove effluent and waste. Indicator organisms were cultured at over 200 cfu/100 ml showing faecal contamination of the river water. Antibiotic resistance was shown by enteropathogenic Vibrio cholerae and Salmonella typhi to ampicillin and cotrimoxazole with some sensitivity shown to ciprofloxacin. River water contained HMs at around 40 times the World Health Organisation limit for drinking water. The bacteria, particularly from river sediment, tolerated HMs up to a concentration of 1.5 mg/ml. The presence in the Kahwa River of antibiotic-resistant pathogens showing tolerance to HMs has serious public health implications / Environmental Management / M.Sc. (Environmental management)

This diploma thesis follows my bachelor thesis. The main purpose of the bachelor thesis was to clarify fundamental terms and to explain the sorting of particular parts of a direct flow that involves both the surface saturated flow and the hypodermic flow. This diploma thesis is focusing on the origin of direct flow in a river basin. Specifically, it deals with river sub-basin P6, P52, and P53, which are located in Kopaninský potok river basin. Furthermore, it deals with Jenín I. and II. river basins and the last analysed is Ostřice river basin (SO2). Factors influencing direct flow are researched on all river basins. It is impossible to say that the origin of direct flow is caused solely by a single factor; it is always the result of multiple factors. Among these factors belongs the atmospheric precipitation, type of soil, vegetation, climatic and anthrophogenic conditions, land use, and inclination of the area. The bachelor thesis explains the issues of multiple methods of flow separation, but this diploma thesis is primarily focused on two methods for calculation of ratio between the direct and the total flow. 1) Empirical method GROUND, which is used to separate hydrographs of medium daily river basin flow. 2) Method of digital filter by Lyne Hollick separate fast and slowcomponents from the overall concentrated flow and are based on the theory od signal analysis. Afterwards, the results of flow separation were compared to the factors influencing the origin of the direct flow. The daily total flow rates for every analysed river basin were used as the input data for calculating the flow separation.

La présente étude est une contribution à la connaissance de la géochimie des eaux de la partie inférieure du bassin versant de la rivière N’djili située à l’Est de Kinshasa (République Démocratique du Congo). Les eaux de surface ont été échantillonnées sur six sites de prélèvements au cours de la période allant d’avril 2005 à février 2006, deux sites supplémentaires ont été ajoutés sur le fleuve Congo à partir de 2007. Onze campagnes d’échantillonnages ont permis un suivi annuel (avril 2005 à février 2006), trois autres ont eu lieu de mai à juillet 2007 et vingt-deux autres d’octobre 2008 à octobre 2009. Les paramètres physico-chimiques suivants ont été mesurés :température, pH, conductivité, alcalinité, oxygène dissous. Les dosages des éléments majeurs (anioniques et cationiques) et de certains éléments traces ont été effectués pour étayer cette étude géochimique. <p><p>Il ressort de cette étude que la température de l’eau prélevée est proche de la température moyenne atmosphérique dans la zone d’étude, ce qui indique un équilibre thermique entre les eaux de surface et l’atmosphère.<p><p>Dans certains cas, les valeurs de pH mesurées peuvent être très basses à cause du lessivage des acides organiques provenant de la végétation en décomposition et de la présence d’anhydride carbonique dissous (Burler et Ison, 1966). A la vue des résultats d’analyse des eaux de pluies, nous pouvons remarquer que l’acidité des eaux prélevées de cette partie du bassin versant serait en partie due à la contribution des précipitations.<p><p>Pour ce qui est de la conductivité, à l’exception du site Matete, les valeurs mesurées sont inférieures à 100 µS/cm, ce qui correspond aux eaux de surface très faiblement minéralisées. Il n’y a pas beaucoup de variation de conductivité entre la saison des pluies, période des hautes eaux, et la saison sèche, période des basses eaux. Ceci nous montre à nouveau qu’il y a une contribution importante des précipitations dans la composition des eaux échantillonnées puisqu’il n’y a pas de grand écart de valeur en l’absence de précipitation.<p><p>La solubilité de l’oxygène dans l’eau diminue lorsque la température augmente, ce qui induit une diminution de la concentration en oxygène à saturation. Le calcul du taux de saturation dans nos échantillons montre que les eaux sont sous-saturées en oxygène. Ceci peut s’expliquer par le fait que ce bassin versant, du moins dans la zone d’étude, subit des rejets d’eaux usées et des rejets de l’usine de traitement des eaux (REGIDESO). Nous soupçonnons la présence d’une pollution organique induisant la consommation de l’oxygène dissous par respiration. <p>Les teneurs des éléments ne sont pas constantes au cours du temps. Certains sont plus abondants que d’autres (en particulier HCO3-, Ca+, Na+, K+, SiO2 et Cl-). Il n’y a pas de variations saisonnières importantes des éléments majeurs. L’ordre d’abondance décroissant pour les cations est Na+>Ca2+>K+>Mg2+ et pour les anions est HCO3->Cl-≈NO3->SO42-.<p><p>La corrélation entre la conductivité électrique et les teneurs en composés chimiques majeurs montre que la conductivité est surtout contrôlée par les bicarbonates, les nitrates, les chlorures, les sulfates, le sodium, le magnésium, le calcium et le potassium. Ces eaux sont particulièrement peu chargées en éléments minéraux dissous, la moyenne des TDS (Total Dissolved Salts) pour chaque site étant largement inférieure à la moyenne mondiale des eaux de rivière, qui est 100 mg/l (Berner et Berner, 1987), tendance également observée pour le calcium (5,7 mg/l pour les rivières africaines et 13,4 mg/l pour la moyenne mondiale). Seul le site de Matete présente une moyenne supérieure à ces valeurs. Pour la silice dissoute, par contre, les concentrations observées sont voisines de la moyenne mondiale (10,4 mg/l).<p><p>Les valeurs du bilan ionique sont en majorité négatives, c’est-à-dire qu’elles traduisent un excès d’anions. Le calcul du bilan ionique a été effectué pour chaque point de prélèvements, pour les deux dernières séries de campagnes de prélèvements, soit de mai à juillet 2007 et d’octobre 2008 à octobre 2009.<p><p>Cette étude nous a permis de dégager des groupes au comportement commun qui reflètent des faciès géochimiques différents et dont les plus importants sont les suivants :(1) Le faciès bicarbonaté calcique :il correspond aux eaux provenant des écoulements sur des roches hypersiliceuses (grès, quartzites). Le magnésium est le deuxième cation dominant après le calcium pour le site de prélèvements CFAM (Confluence Fleuve Amont) représentant plus de 20% de la teneur en cations. Et, (2) Le faciès bicarbonaté sodique :il correspond au point de prélèvement Kwambila qui, bien que situé sur une roche hypersiliceuse, présente le sodium comme cation dominant et les nitrates comme anions dominants après les bicarbonates. Ce point de prélèvement est caractérisé par une activité agricole induisant l’utilisation de fertilisants azotés. L’élevage porcin est également pratiqué dans cette région. Ces activités humaines pourraient expliquer la prédominance du sodium et du nitrate dans cette région pour toutes les saisons confondues. <p> <p>SUMMARY<p>The present study contributes to a better understanding of the water<p>geochemistry in the N’djili river catchment, East from Kinshasa (Democratic<p>Republic of Congo). Surface waters have been collected at six sampling sites during the period from April 2005 and February 2006. Two additional sampling sites have been added since 2007. Eleven sampling campaigns allowed an annual<p>follow-up (April 2005 to February 2006), three others took place from May to<p>July 2007 and twenty-two additional ones from October 2008 to October 2009.<p>The physico-chemical parameters that have been measured are as follows:<p>temperature, pH, conductivity, alkalinity, dissolved oxygen. The measurement of<p>major elements (anions and cations) and some trace elements has been<p>performed in order to support this geochemical investigation.<p>The temperature of the riverine waters appears to be close to the mean air<p>temperature in the study area, indicating a thermal equilibrium between surface<p>waters and the atmosphere.<p>In some cases, values pH measured can be very low due to the leaching of<p>organic acids originating from both decomposing vegetation and the presence of<p>dissolved carbon dioxide (Burler and Ison, 1966). Based on the analyses of the<p>rain waters, one can note that the acidity of riverine waters results partially from<p>the atmospheric precipitation.<p>Regarding conductivity, with the exception of Matete area, the values are below<p>100 μS/cm, which corresponds to weakly mineralized surface waters. Little<p>variation in conductivity was observed between rainy and dry seasons is low,<p>suggesting again an important control of the riverine water composition by the<p>precipitation.<p>Oxygen solubility in the riverine waters decreases with increasing temperature,<p>which results in a decrease of dissolved oxygen content. The calculation of the<p>saturation state in our samples show that the riverine waters are undersaturated<p>with oxygen. This phenomenon can be explained by the fact that the river<p>catchment, at least for the study area, is subjected to untreated and treated<p>sewage effluent releases. One may expect an organic pollution leading to a<p>consumption of dissolved oxygen by respiration.<p>The concentrations of dissolved elements are variable with time. Some are more<p>abundant than others (especially HCO3-, Ca+, Na+, K+, SiO2 and Cl-). There is no<p>major seasonal variability for the major dissolved elements. The abundance<p>decreases in the orders Na+>Ca2+>K+>Mg2+ and HCO3->Cl-≈NO3->SO42- for<p>cations and anions, respectively.<p>Correlation between conductivity and major element concentrations show that<p>the former is mainly dictated by bicarbonates, nitrates, chlorides, sulfates,<p>sodium, magnesium, calcium and potassium. These riverine waters are<p>particularly low in dissolved minerals, the mean TDS (Total Dissolved Salts) for<p>each site being largely lower than the global average for rivers (i.e. 100 mg/l,<p>Berner and Berner, 1987). Calcium displays the same trend, with 5.7 mg/l for<p>African rivers in comparison with a global average of 13.4 mg/l. Only Matete area<p>exhibits a mean higher than these values. For dissolved silica, however, the<p>measured contents are close to the global average (i.e. 10.4 mg/l).<p>The values of the ionic balance are negative most of the time, suggesting an<p>excess in anions. The calculation of the charge balance has been realised for<p>each sampling location, during the two last campaigns (i.e. May 2007 - July 2007<p>and October 2008 – October 2009).<p>This study sheds some light on the groups of elements exhibiting a common<p>behaviour but reflecting different geochemical facies. The most important ones<p>are the following: (1) calcium bicarbonate facies: it corresponds to the water<p>run-off from silicate rocks (sandstone, quartzite). Magnesium is the second<p>dominant cation (after calcium) for the CFAM (“Confluence Fleuve Amont”)<p>sampling site, accounting for more than 20% of cation load. And (2) sodium<p>bicarbonate facies: it corresponds to the Kwambila sampling site, where sodium<p>is present as dominant cation and nitrates as dominant anion (after<p>bicarbonates). This sampling site is characterized by agricultural activities<p>entailing the use of nitrogen-rich fertilizers. Pig farming is also practiced in this<p>region. Theses human activities could therefore explain the predominance of<p>both sodium and nitrate in this area, irrespective of the season.<p> / Doctorat en Sciences / info:eu-repo/semantics/nonPublished

>Magister Scientiae - MSc

La gestion en temps réel (GTR) est considérée comme une solution économiquement efficace pour réduire les déversements par temps de pluie car elle optimise la capacité disponible des réseaux d'assainissement. La GTR permet d'éviter la construction de volumes de rétention supplémentaires, d'augmenter l'adaptabilité du réseau aux changements de politiques de gestion de l'eau et surtout d'atténuer l'impact environnemental des déversoirs d'orage. À la suite de l'intérêt croissant pour la GTR fondée sur la qualité de l'eau (QBR), cette thèse démontre une stratégie simple et efficace pour les charges polluantes déversées par temps de pluie. La performance de la stratégie QBR, basée sur la prédiction des courbes masse-volume (MV), est évaluée par comparaison avec une stratégie typique de GTR à base hydraulique (HBR). Une étude de validation de principe est d'abord réalisée sur un petit bassin versant de 205 ha pour tester le nouveau concept de QBR en utilisant 31 événements pluvieux sur une période de deux ans. Par rapport à HBR, QBR offre une réduction des charges déversées pour plus d'un tiers des événements, avec des réductions de 3 à 43 %. La stratégie QBR est ensuite mise en oeuvre sur le bassin versant de Louis Fargue (7700 ha) à Bordeaux, France et comparée à nouveau à la stratégie HBR. En implémentant QBR sur 19 événements pluvieux sur 15 mois, ses performances sont constantes et apportent des avantages précieux par rapport à HBR, 17 des 19 événements ayant une réduction de charge variant entre 6 et 28.8 %. La thèse évalue en outre l'impact de l'incertitude de prédiction de la courbe MV (due à l'incertitude de prédiction du modèle) sur la performance de la stratégie QBR, en utilisant un événement pluvieux représentatif. La marge d'incertitude qui en résulte est faible. En outre, l'étude de sensibilité montre que le choix de la stratégie QBR ou HBR doit tenir compte des dimensions réelles des bassins et de leur emplacement sur le bassin versant. / Real time control (RTC) is considered as a cost-efficient solution for combined sewer overflow (CSO) reduction as it optimises the available capacity of sewer networks. RTC helps to prevent the need for construction of additional retention volumes, increases the network adaptability to changes in water management policies, and above all alleviates the environmental impact of CSOs. Following increasing interest in water quality-based RTC (QBR), this thesis demonstrates a simple and nothing-to-lose QBR strategy to reduce the amount of CSO loads during storm events. The performance of the QBR strategy, based on Mass-Volume (MV) curves prediction, is evaluated by comparison to a typical hydraulics-based RTC (HBR) strategy. A proof-of-concept study is first performed on a small catchment of 205 ha to test the new QBR concept using 31 storm events during a two-year period. Compared to HBR, QBR delivers CSO load reduction for more than one third of the events, with reduction values from 3 to 43 %. The QBR strategy is then implemented on the Louis Fargue catchment (7700 ha) in Bordeaux, France and similarly compared with the HBR strategy. By implementing QBR on 19 storm events over 15 months, its performance is consistent, bringing valuable benefits over HBR, with 17 out of 19 events having load reduction varying between 6 and 28.8 %. The thesis further evaluates the impact of MV curve prediction uncertainty (due to model prediction uncertainty) on the performance of the QBR strategy, using a representative storm event. The resulting range of uncertainty is limited. Besides, results of the sensitivity study show that the choice of the QBR or HBR strategy should take into account the current tank volumes and their locations within the catchment.

Department of Hydrology and Water Resources / PhDH

MESHWR / See the attached abstract below

MESHWR / Department of Hydrology and Water Resources / This study was aimed at investigating the long term seasonal and annual changes in rainfall duration and magnitude at Luvuvhu River Catchment (LRC). Rainfall in this catchment is highly variable and is characterised of extreme events which shift runoff process, affect the timing and magnitude of floods and drought, and alter groundwater recharge. This study was motivated by the year to year changes of rainfall which have some effects on the availability of water resources. Computed long term total seasonal, annual rainfall and total number of seasonal rainy days were used to identify trends for the period of 51 years (1965- 2015), using Mann Kendal (MK), linear regression (LR) and quantile regression methods. The MK, LR and quantile regression methods have indicated dominance of decreasing trends of the annual, seasonal rainfall and duration of seasonal rainfall although they were not statistically significant. However, statistical significant decreasing trends in duration of seasonal rainfall were identified by MK and LR at Matiwa, Palmaryville, Levubu, and Entabeni Bos stations only. Quantile regression identified the statistically significant decreasing trends on 0.2, 0.5 and 0.7 quantiles only in the Palmaryville, Levubu and Entabeni Bos, respectively. Stations with non-statistically significant decreasing trends of annual and seasonal rainfall had magnitude of change ranging from 0.12 to 12.31 and 0.54 to 6.72 mm, respectively. Stations with non-statistically increasing trends of annual and seasonal rainfall magnitude had positive magnitude of change ranging from 1.51 to 6.78 and 2.05 to 6.51 mm, respectively. The Study recommended further studies using other approaches to determine the duration of rainfall to improve, update and compare the results obtained in the current study. Continuous monitoring and installation of rain gauges are recommended on the lower reaches of the catchment for the findings to be of complete picture for the whole catchment and to also minimize the rainfall gaps in the stations. Water resources should be used in a sustainable way to avoid water crisis risk in the next generations. / NRF