Flow of Contaminants in Urban Ground Water

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dc.contributor.authorMukabwa, Musavi Sammy
dc.date.accessioned2021-03-04T11:34:23Z
dc.date.available2021-03-04T11:34:23Z
dc.date.issued2020-07
dc.descriptionA Project Submitted in Partial Fulfillment of the Requirements for the Award of the Degree of Master of Science in Applied Mathematics in the School of Pure and Applied Sciences of Kenyatta University. June, 2020en_US
dc.description.abstractGroundwater contamination occurs when man-made products such as gasoline, oil, road salts and chemicals get into the groundwater and cause it to become unsafe and unfit for human use. Drinking contaminated groundwater can have serious health effects. Diseases such as hepatitis and dysentery may be caused by contamination from septic tank waste. Poisoning may be caused by toxins that have leached into well water supplies. Wildlife can also be harmed by contaminated groundwater. Other long-term effects such as certain types of cancer may also result from exposure to polluted water. In this study the flow of contaminants in urban ground water is investigated. An analytical model for predicting groundwater contamination in isotropic and homogeneous porous formations was derived. The impact of dispersion and diffusion coefficients was included in the solution of the advection-dispersion equation (ADE), subjected to transient (time-dependent) boundary conditions at the origin. A retardation factor and zero-order production terms are included in the ADE. Analytical solutions were obtained using the Laplace Integral Transform Technique (LITT) and the concept of linear isotherm. Analytical solutions for linearly space- and time-dependent hydrodynamic dispersion coefficients along with molecular diffusion coefficients are presented. Analytical solutions are explored for the Peclet number. Numerical solutions are obtained by explicit finite difference methods and are compared with analytical solutions. Numerical results are analysed for different types of geological porous formations i.e., aquifer and aquitard. The accuracy of results is evaluated by the root mean square error (RMSE). The results of this study reveal that there is a very good agreement between the analytical solution and the numerical solution. It’s also clear from the results that the concentration values are less in aquifer than in aquitard. The Peclet number is found to be significant at very large values.en_US
dc.identifier.urihttp://ir-library.ku.ac.ke/handle/123456789/21769
dc.language.isoenen_US
dc.publisherKenyatta Universityen_US
dc.subjectFlowen_US
dc.subjectContaminantsen_US
dc.subjectUrban Ground Wateren_US
dc.titleFlow of Contaminants in Urban Ground Wateren_US
dc.typeThesisen_US
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