Although deep saline aquifers are found in all sedimentary basins and provide very large storage capacities, a little is known about them because they are rarely a target for the exploration. Furthermore, nearly all the experiments and simulations made for CO2 sequestration in deep saline aquifers are related to the sandstone formations. The aim of this study is to create a predictive model to estimate the CO2 storage capacity of the deep saline carbonate aquifers since a little is known about them. To create a predictive model, the variables which affect the CO2 storage capacity and their ranges are determined from published literature data. They are rock properties (porosity, permeability, vertical to horizontal permeability ratio), fluid properties (irreducible water saturation, gas permeability end point, Corey water and gas coefficients), reaction properties (forward and backward reaction rates) and reservoir properties (depth, pressure gradient, temperature gradient, formation dip angle, salinity), diffusion coefficient and Kozeny-Carman Coefficient. Other parameters such as pore volume compressibility and density of brine are calculated from correlations found in literature. To cover all possibilities, Latin Hypercube Space Filling Design is used to construct 100 simulation cases and CMG STARS is used for simulation runs. By using least squares method, a linear correlation is found to calculate CO2 storage capacity of the deep saline carbonate aquifers with a correlation coefficient 0.81 by using variables found from literature and simulation results. Numerical dispersion effects have been considered by increasing the grid dimensions. It has been found that correlation coefficient decreased to 0.77 when the grid size was increased from 250 ft to 750 ft. The sensitivity analysis shows that the most important parameter that affects CO2 storage capacity is depth since the pressure difference between formation pressure and fracture pressure increases with depth. Also, CO2 storage mechanisms are investigated at the end of 300 years of simulation. Most of the gas (up to 90%) injected into formation dissolves into the formation water and negligible amount of CO2 reacts with carbonate. This result is consistent with sensitivity analysis results since the variables affecting the solubility of CO2 in brine have greater affect on storage capacity of aquifers. Dimensionless linear and nonlinear predictive models are constructed to estimate the CO2 storage capacity of all deep saline carbonate aquifers and it is found that the best dimensionless predictive model is linear one independent of bulk volume of the aquifer.

<p>An investigation to assess the anthropogenic pollutant loads, transport and impact on shallow groundwater in one of Kampala’s peri-urban areas (Bwaise III Parish) was undertaken. Bwaise III is a densely populated informal settlement with a high water table (<1.5 m) and inadequate basic social services infrastructure (e.g, sanitation, safe water supply, roads, etc).</p><p>Field surveys were undertaken to identify, locate and quantify various pollutant sources. Information on the usability and operational aspects of the excreta and solid waste management systems was obtained from consultations with the residents. Water from installed monitoring wells and one operational protected spring and wastewater (sullage) characteristics (quality, discharges for drains and spring, water levels for the wells) as well as soil characteristics (soil stratigraphy, physical and chemical) were determined through field and laboratory measurements. Laboratory batch experiments were undertaken to estimate phosphorus sorption potential of the soils.</p><p>The results reveal that excreta disposal systems, solid waste and sullage are the major contributors to shallow groundwater contamination. High contaminant loads from these sources accumulate within the area resulting in widespread contamination. The water table responds rapidly to short rains (48hr) due to the pervious and shallow (<1 m) vadose zone, which consists of mostly organic fill material. Rapid water quality deterioration (increased thermotolerant coliforms, organic content in the form of total kjedahl nitrogen, phosphorus) following rains potentially follows from leaching, desorption and macropore flow. Spatial variation of the water quality in the area is largely related to anthropogenic activities within the vicinity of the well sources. Animal rearing, solid waste dumps and latrines are seen to result in increased localised microbial and organic content during the rains. The spring discharge with high nitrate levels does not respond to short rains suggesting that this source is fed by regional baseflow. The corresponding high microbial contamination in this case is a result of observed poor maintenance of the protection structure leading to direct ingress of contaminated surface runoff. Natural attenuation of contaminants is very limited. Estimated bacteria die-off rates are very low, about 0.01hr-1, suggesting a high risk for microbial contamination. The soils still have potential to retain additional phosphorus, whose sorption is largely a function of iron, available phosphorus and moisture content of the soils. This is also seen with the model results in which the phosphorus contaminant plume sticks to the surface irrespective of the rainfall infiltration rates. Simulation results show that continuous heavy intense rains (> 0.25mm/min) result in rapid flooding occurring within 1hr to 2 days. With lower rains, the water table does not rise to the surface, and no flooding takes place.</p><p>Protection of the shallow groundwater in the area requires socio-technical measures targeting reduction of pollutant loads within the area as well as a wider spring catchment. Re-protection of the spring, coupled with awareness creation, should be immediately addressed so as to reduce microbial contamination. Community participation in solidwaste management should be encouraged. Resource recovery systems such as composting of the mostly organic waste and use of ecological sanitation toilet systems should be piloted in the area. Successful operation of the systems however depends on continuous sensitisation of the communities.</p><p>An investigation to assess the anthropogenic pollutant loads, transport and impact on shallow groundwater in one of Kampala’s peri-urban areas (Bwaise III Parish) was undertaken. Bwaise III is a densely populated informal settlement with a high water table (<1.5 m) and inadequate basic social services infrastructure (e.g, sanitation, safe water supply, roads, etc).</p><p>Field surveys were undertaken to identify, locate and quantify various pollutant sources. Information on the usability and operational aspects of the excreta and solid waste management systems was obtained from consultations with the residents. Water from installed monitoring wells and one operational protected spring and wastewater (sullage) characteristics (quality, discharges for drains and spring, water levels for the wells) as well as soil characteristics (soil stratigraphy, physical and chemical) were determined through field and laboratory measurements. Laboratory batch experiments were undertaken to estimate phosphorus sorption potential of the soils.</p><p>The results reveal that excreta disposal systems, solid waste and sullage are the major contributors to shallow groundwater contamination. High contaminant loads from these sources accumulate within the area resulting in widespread contamination. The water table responds rapidly to short rains (48hr) due to the pervious and shallow (<1 m) vadose zone, which consists of mostly organic fill material. Rapid water quality deterioration (increased thermotolerant coliforms, organic content in the form of total kjedahl nitrogen, phosphorus) following rains potentially follows from leaching, desorption and macropore flow. Spatial variation of the water quality in the area is largely related to anthropogenic activities within the vicinity of the well sources. Animal rearing, solid waste dumps and latrines are seen to result in increased localised microbial and organic content during the rains. The spring discharge with high nitrate levels does not respond to short rains suggesting that this source is fed by regional baseflow. The corresponding high microbial contamination in this case is a result of observed poor maintenance of the protection structure leading to direct ingress of contaminated surface runoff. Natural attenuation of contaminants is very limited. Estimated bacteria die-off rates are very low, about 0.01hr-1, suggesting a high risk for microbial contamination. The soils still have potential to retain additional phosphorus, whose sorption is largely a function of iron, available phosphorus and moisture content of the soils. This is also seen with the model results in which the phosphorus contaminant plume sticks to the surface irrespective of the rainfall infiltration rates. Simulation results show that continuous heavy intense rains (> 0.25mm/min) result in rapid flooding occurring within 1hr to 2 days. With lower rains, the water table does not rise to the surface, and no flooding takes place.</p><p>Protection of the shallow groundwater in the area requires socio-technical measures targeting reduction of pollutant loads within the area as well as a wider spring catchment. Re-protection of the spring, coupled with awareness creation, should be immediately addressed so as to reduce microbial contamination. Community participation in solidwaste management should be encouraged. Resource recovery systems such as composting of the mostly organic waste and use of ecological sanitation toilet systems should be piloted in the area. Successful operation of the systems however depends on continuous sensitisation of the communities.</p>

Tillgång till sanitet är en mänsklig rättighet och en förutsättning för liv och hälsa. Trots det lever miljontals människor världen över med bristande sanitet. Den här uppsatsens syfte är att studera hur sanitetssituationen i informella bosättningar kan se ut och hur den upplevs av de boende, samt hur det är möjligt att förbättra den situationen. Genom att utföra en intervjustudie i den informella bosättningen Kibera i Kenyas huvudstad Nairobi, har de boende där fått ge sin bild av hur de upplever sanitetsproblemen och hur det gått till när sanitetslösningen Peepoo introducerades i området. I den här uppsatsen står själva förändringen i centrum och Kurt Lewins teori om förändringsprocessen används som teoretiskt verktyg. Med hjälp av den har informanternas svar analyserats för att se hur processen fortgått och vilka krafter som drivit respektive hindrat förändringen. Det framkom att ett framgångsrikt sätt att genomföra en dylik förändring är genom att minska motståndet till den genom information, både från formella och informella kanaler. Det är också viktigt att det finns tydliga incitament till att genomföra förändringen, både direkt märkbara och ur ett längre perspektiv. / Access to sanitation is a human right and a prerequisite for life and health. Despite that millions of people worldwide lives without adequate sanitation. The aims of this thesis is to study how the sanitary situation in informal settlements might look like and how the situation is perceived by the residents, as well as how it is possible to improve the situation. By conducting an interview study in the informal settlement of Kibera in the capital of Kenya, Nairobi, the residents got to give their own view of how they experience the sanitary problems and how the implementation of the sanitary solution Peepoo was conducted in the area. In this thesis the change itself is in the centre and Kurt Lewin's theory of change is used as theoretical tool. With this tool the informants' answers were analysed to see how the process of introducing Peepoo proceeded, and what forces drove and hindered the change. It emerged that a successful way to implement such a change is by reducing the resistance through information, both from formal and informal channels. It is also important that there are clear incentives to implement the change, both directly perceptible and from a longer perspective.

Eradicating poverty, malnutrition, and the burden of disease have been included as three of the major issues facing the world. The United Nation member countries, having set forth the Millennium Development Goals, have committed themselves to solving these problems. Two major factors which affect solutions to these problems are increasing water stress and implementing improved sanitation. Integration of tilapia aquaculture and reuse of wastewater has been suggested as a solution which addresses both of these factors. The objective of this study is to examine the feasibility, and explore the benefits and drawbacks, to implementing small community wastewater fed (WWF) aquaculture systems in the developing world. The water quality characteristics of treated effluent from nine wastewater treatment (WWT) plants were compiled from other studies. The concentration of total nitrogen in the effluent and the flow rate were of most importance, as they were used to calculate the nitrogen loading at each WWT plant. The nitrogen loading was then used to estimate the total pond size which could be supported by each WWT plant, the expected yearly yield for tilapia, and the percentage of the population who would benefit from provision of protein associated with the integration a fish farming system with the WWT plant. Results show that WWF, semi-intensive tilapia culture can provide 10 grams per day of dietary protein for 11% - 52% of the population of the communities in this study when integrated with a community managed wastewater treatment system. To assess potential risks to human health, associated with WWF aquaculture, the level of fecal coliform (FC) contamination was compared to the standard set by the World Health Organization; less than 105 FC per 100 mL for reuse in fish ponds. The level of FC contamination in the WWT plant effluents ranged from 653 to 1.78 × 105 FC per 100 mL, exceeding this standard. Given the context, the level of fecal coliforms should not rule out integrated reuse and aquaculture as an option. The nutrients found in wastewater are valuable resources in tilapia culture; therefore, allowing their persistence through treatment for reuse, while optimizing wastewater treatment technologies for pathogen removal is an appropriate solution for small communities in developing countries for reducing poverty, malnutrition, and disease burden of waterborne illnesses.

Background: In 2007, approximately 66.2% of the population of the Comarcas (indigenous reservations) in Panama had access to potable water. However, over 50% of this population lacked access to sanitation. As a result, the leading causes of death in the Comarca Ngäbe-Buglé are due to severe diarrhea and gastroenteritis of infectious origin. The present project assessed the need for an in-depth understanding of the Ngäbe-Buglé women and their communities regarding their knowledge, attitudes, beliefs and behaviors about water and sanitation. Methodology: In this cross-sectional exploratory study, a convenience sample of 52 women were interviewed, utilizing a questionnaire guided by the Health Belief Model. Quantitative analysis was useful in identifying to generate descriptive statistics for the quantitative data, and qualitative methods were used to identify a priori and emergent codes in open-ended responses. Results: The Health Belief Model was useful to identify different factors that may prevent the adoption of safe behaviors, while the children play a key role in adopting those behaviors. Data showed that the women had some knowledge about safe water consumption, but that does not necessarily determine if they will consume safe water or not, although it seems that chlorination is more likely to be adopted than boiling water. There is a need for tailored educational programs for this population, especially topics related to sanitation, garbage disposal and hygiene practices

This thesis has three objectives as follows: 1) to investigate VIP latrine design and establish if the communal school VIP latrines located on the shared campus of Tubman Wilson Institute (TWI) Junior and Senior High School and J.C. Barlee Elementary School were properly designed and constructed, 2) to explore the user preferences and motivations impacting the adoption of these school latrines, and 3) to develop a framework for factors that influence latrine adoption. These goals were formed by the author in response to her Peace Corps experience working at a high school in Zwedru, Liberia from August 2012 to August 2014 and her personal background in appropriate sanitation and environmental engineering. To complete the first thesis objective, the author conducted a detailed literature review and then compared accepted guidelines for VIP latrines to the sanitation facilities located on the TWI campus. The literature review investigated proper design of ventilated improved pit (VIP) latrines, school sanitation guidelines, and recommendations for sanitation in Liberia. The research focus latrines were two blocks of six stall multicompartment alternating twin-pit VIP latrines. The author conducted observations of the communal school latrines in order to compare the design and construction of these specific latrines to accepted criteria and recommendations from literature. It was found that the latrine vent pipes, cover slabs, drop holes, and pit design all appear to be designed and constructed per national Liberian and international recommendations. However, the TWI school latrines do not comply with standards for several other latrine design criteria. The latrine superstructures are built with privacy walls located in front of the boys’ and girls’ stalls and the entranceway doors do not have air gaps. These two features may impair critical odor-controlling air flow from the superstructure through the pit and out the vent pipe. The siting of the school latrines is also inconsistent with guidelines as the latrines are located too close to the classroom building and to the school’s water pump. Finally, the ratio of people to latrines on the shared TWI/J.C. Barlee campus is higher than the recommendation of 20-40 students per latrine, or when necessary 60 students per latrine. The second research objective was to investigate user perceptions of the communal latrines and identify factors that motivate latrine adoption on the Liberian school campus. The design deficiencies identified in the evaluation of thesis objective one were found to impact the user preferences regarding the school latrines. This is apparent from user comments in the surveys that were conducted with 709 participants (students from grades four to twelve, administrators, faculty, and staff) at the study site. User perceptions of the cleanliness, safety, and comfort of the school facilities were varied. For example, 51% of total respondents (n = 709) expressed that the school latrines were dirty or very dirty, while 48% claimed the latrines were clean or very clean. When asked about the safety of the communal latrines, 52% of survey participants said the sanitation facilities were not safe or very unsafe; 47% asserted that the latrines were safe or very safe. Survey participants also had mixed responses about the comfort of the communal sanitation technology: 51% of the 709 survey participants stated that the latrines were not comfortable or very uncomfortable, while 46% declared the facilities were comfortable or very comfortable. The open-ended survey questions allowed respondents to comment on positive and negative aspects of the communal school VIP latrines. Again answers included various responses, but several key themes arose, including smell and odor, latrine construction components, presence of feces in and around the latrines, the use of the facilities by outside community members, and health impacts of latrine use. The final thesis objective was to develop a framework of the factors that impact adoption of communal school latrines. The author originally assumed that user preferences and latrine adoption were directly correlated, but survey results suggest that the two factors may be independently influenced. This is based on the usage rates, 77% total survey participants stating that they use the latrines and 88% of these affirmative respondents explaining that they use the latrines daily, multiple times a week, or weekly. Although these adoption rates are quite high, satisfaction rates for latrine cleanliness, safety, and comfort are merely 50%, as previously described. VIP latrine design factors, like odor control and door construction, and communal sanitation facility characteristics, such as operation and maintenance, may prompt latrine adoption. Individual user traits, such as age, gender, and type and availability of household sanitation technology appear to have a lesser impact on latrine adoption. However, the grade level of the student respondents may have played a role in their responses because of the methods in which the survey was administered and the common practice of cheating. Additional research should be conducted to further understand the factors that impact the adoption of communal sanitation facilities on school campuses. This study accomplished its three main research objectives, yet further research and practical applications must be applied to improve school sanitation in Liberia and worldwide.

Increasing population and extensive urbanization have strained resources around the world, promoting water scarcity and solid waste accumulation. Addressing the issues of access to safe drinking water and basic sanitation in developing countries is challenging due to limited technological and financial resources. Therefore, it is imperative that durable, low-cost, and sustainable technologies are developed to help alleviate these problems. At the same time, the production of solid waste has increased and includes waste tires, which pose a health and environmental hazard. Although efforts have been made to develop new markets for recycled scrap tires, a vast majority are still being stockpiled or landfiled. This study aims to evaluate a water treatment system that addresses the problem of access to safe drinking water and sanitation, while providing a new market for recycled scrap tires. The system, termed ECOL-Mem, utilizes commercially available porous rubber tubing (PRT), which is marketed for drip irrigation purposes. To our knowledge, this is the first time this product has been used in a water treatment system. The PRT is manufactured through a hot extrusion process and contains 65% recycled crumb rubber and a binder (e.g. polyethylene). The proposed configuration simulates a hollow fiber membrane filtration system driven by a vacuum that operates inside-out. The system was first tested using clean water to obtain intrinsic characteristics. It was then tested using bentonite and sludge solutions that simulated impaired source water. For the case of a bentonite solution containing 700 mg/L, 20L of permeate could be obtained in one hour while the total solids removal remained around 20%. In order to improve the water quality, a flocculation-enhanced filtration phase was explored. The flocculant is chitin, a biopolymer that can be derived from waste shellfish. Upon addition of the chitin, between 60% and 70% of total solids removal could be obtained for different feed waters. Although optimization is needed, the PRT system has shown promising results, while providing a technology that targets the needs of developing countries in the areas of safe drinking water, basic sanitation, and solid waste recycling.

Access to clean and safe drinking water is a fundamental human requirement. However, in many areas of the world natural water sources have been impacted by a variety of biological and chemical contaminants. The ingestion of these contaminants may cause acute or chronic health problems. To prevent such illnesses, many technologies have been developed to treat, disinfect and supply safe drinking water quality. However, despite these advancements, water supply distribution systems can adversely affect the drinking water quality before it is delivered to consumers. The primary aim of this research was to investigate the effect that water distribution systems may have on household drinking water quality in Christchurch, New Zealand and Addis Ababa, Ethiopia. Water samples were collected from the source water and household taps in both cities. The samples were then tested for various physical, chemical and biological water quality parameters. The data collected was also used to determine if water samples complied with national drinking water quality standards in both countries. Independent samples t-test statistical analyses were also performed to determine if water quality measured in the samples collected from the source and household taps was significantly different. Water quality did not vary considerably between the source and tap water samples collected in Christchurch City. No bacteria were detected in any sample. However, the pH and total iron concentrations measured in source and tap water samples were found to be significantly different. The lower pH values measured in tap water samples suggests that corrosion may be taking place in the distribution system. No water samples transgressed the Drinking Water Standards for New Zealand (DWSNZ) MAVs. Monitoring data collected by the Christchurch City Council (CCC) was also used for comparison. A number of pH, turbidity and total iron concentration measurements collected by the CCC in 2011 were found to exceed the guideline values. This is likely due to structural damage to the source wells and pump-stations that occurred during the 2011 earthquake events. Overall, it was concluded that the distribution system does not adversely affect the quality of Christchurch City’s household drinking water. The water quality measured in samples collected from the source (LTP) and household taps in Addis Ababa was found to vary considerably. The water collected from the source complied with the Ethiopian (WHO) drinking water quality standards. However, tap water samples were often found to have degraded water quality for the physical and chemical parameters tested. This was especially the case after supply interruption and reinstatement events. Bacteria were also often detected in household tap water samples. The results from this study indicate that water supply disruptions may result in degraded water quality. This may be due to a drop in pipeline pressure and the intrusion of contaminants through the leaky and cross-connected pipes in the distribution network. This adversely affects the drinking water quality in Addis Ababa.

Poor sanitation is a huge problem in third world countries today; every year 1,5 million children die due to diarrheal diseases caused by poor sanitation. International policies such as The Millennium Development Goals (MDGs), which will be replaced by the Sustainable Development Goals (SDGs) in September 2015, have been set by the international community as tools to decrease the poverty in the world today, and problems that emerged from it such as poor sanitation. Participatory methods are emphasise to receive the goals as well as new working methods to shift the development paradigm from marked oriented towards sustainable development, which means that also the Earth’s well-being must be included in the SDGs. Ecological sanitation (Eco-san) is a system that reuses the human waste back to grooving activities, and can improve the situation in all three areas of sustainable development, i.e. economical, environmental and social development with it’s reusing approach. Participation in implementation of Eco-san system is important for enabling sustainable projects as well as receive better acceptance for the reuse approach. The research presented in this thesis had the aim to improve the sanitation situation by introducing and implementing Eco-san in a rural area in the Northern part of Tanzania by using an action oriented research approach. The participants together with the researcher developed the project to further see the interpretations of Eco-san and possibilities to implement Eco-san in the area as well as if the action research was a convenient way to introduce such a project. The study was conducted in two cycles were critical theory and diffusion of innovation were used as analysis tools for the introduction and implementation of the toilets. The findings from the first cycle showed that the participants were willing to learn about Eco-san by observing the idea through a demonstration toilet. Therefore the second cycle lead to implementation of Eco-san in a school of the area. These toilets are today in use and managed by the students at the school. Participating approach has therefore been a successful working method were the participants gained the knowledge they needed to develop and improve their situation. This can further be argued as a valuable approach for other development projects and to meet the upcoming SDGs. However, further action and education to other village members outside the school and up scaling possibilities in the community are needed.

Afro-descendant communities in Central America have recently made important legal strides by enshrining their right to equal treatment under the law and in some cases their ability to claim a distinct group status in national constitutions. The United Nations recently issued a draft resolution declaring that access to water and sanitation is a universal right, furthering the tools available to marginalized afro-descendant peoples in their battles against poverty and underdevelopment. Unfortunately, implementation of these measures has been slow in some areas and non-existent in others. Though there have been some advances, the situation for Afro-descendant communities remains largely unchanged and the availability of the basic requirements of life for Afro-descendant populations remains among the lowest in the region. Increased attention to the political, social, and especially the material situation of Afro-descendant communities is needed in political circles, as well as in the academic community. There is a lack of scholarly work on the material well-being of Afro-descendent populations in Central America. An important initial contribution in this area would be the compilation, and accumulation of statistical information as a primary step in developing the literature. The focus of this study then is on the Atlantic Coast Afro-descendant populations in Nicaragua. This document will outline the current material circumstances of Nicaraguan Afro-descendant communities using data gathered from a variety of sources, identify the causes of inadequate access to water and sanitation, and suggest strategies to improve the situation of these communities. It is my sincere hope that, at the very least, increased attention will be brought to the situation. / text