Predicting Transport of Escherichia Coli in Saturated Porous Media PDF Download
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Author: P. T. Abongwa
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: P. T. Abongwa
Publisher:
ISBN:
Category :
Languages : en
Pages :
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Author: Jan Willem Foppen
Publisher: CRC Press
ISBN: 9780415444774
Category : Technology & Engineering
Languages : en
Pages : 0
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When wastewater infiltrates into the soil, groundwater may be contaminated. If the distance from source of pollution to point of groundwater abstraction is small, there is a real chance of abstracting pathogenic microorganisms. In this book, the transport of Escherichia coli in aquifers under saturated conditions is studied. Starting point is the well known colloid filtration theory. Straining or physical sieving, geochemical heterogeneity, variable deposition rate coefficients, and preferential flow mechanisms are then included in the theory. The case of Sana’a, the capital of Yemen, served to evaluate the importance of bacteria transport processes in a field situation. This book is useful for hydrogeologists concerned with microbiological contamination of aquifers.
Author: Jan Willem Foppen
Publisher: CRC Press
ISBN: 9781138474703
Category :
Languages : en
Pages :
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Arsenic, manganese and iron in drinking water at concentrations exceeding recommended guideline values pose health risks and aesthetic defects. Batch and pilot experiments on manganese adsorption equilibrium and kinetics using iron-oxide coated sand (IOCS), Aquamandix and other media have been investigated and modeled. Effect of manganese and iron loading on manganese removal and rate of oxidation of adsorbed iron and manganese have been studied. Aquamandix and IOCS demonstrated iron and manganese adsorption capacity that increases with increasing pH under oxic and anoxic conditions. Manganese loading and low filtration rate using feedwater with no nitrite favour non-uniform development of catalytic manganese oxide on media that subsequently enhances manganese removal.
Author: George Lutterodt
Publisher: CRC Press
ISBN: 9781136319624
Category : Science
Languages : en
Pages : 200
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Prediction of microbial transport distances are usually based on the sticking efficiency, a parameter in the classical colloid filtration theory. This parameter represents the interaction between colloid and collector surfaces resulting in deposition. According to the theory, the sticking efficiency is invariable when physico-chemical characteristics of aquifer media are homogeneous. However, many research results have indicated variations within bacterial strains. In this research, the transport of Escherichia Coli in saturated quartz columns were conducted in the laboratory. The objectives were to characterise the distribution of sticking efficiency, measure low sticking efficiency values of cells, and to develop a methodology to measure minimum values of sticking efficiencies within bacterial sub-populations. Also, the work assesses the contribution of phenotypic and genotypic characteristics of Escherichia coli on their attachment to quartz grains.
Author:
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Category :
Languages : en
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Author: Ann Mathew
Publisher:
ISBN:
Category :
Languages : en
Pages : 272
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Author: Fritz H. Frimmel
Publisher: Springer Science & Business Media
ISBN: 3540713395
Category : Science
Languages : en
Pages : 294
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This book covers the basics of abiotic colloid characterization, of biocolloids and biofilms, the resulting transport phenomena and their engineering aspects. The contributors comprise an international group of leading specialists devoted to colloidal sciences. The contributions include theoretical considerations, results from model experiments, and field studies. The information provided here will benefit students and scientists interested in the analytical, chemical, microbiological, geological and hydrological aspects of material transport in aquatic systems and soils.
Author: Chaozi Wang
Publisher:
ISBN:
Category :
Languages : en
Pages : 94
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Understanding the transport of Escherichia coli at different scales is very important for water quality control and public health. Therefore, E. coli transport modeling was conducted at both soil column scale and watershed scale. At soil column scale, first, a small-scale rainfall experiment was conducted in which E. coli was mixed with a simple soil composed of sand (250-300 [MICRO SIGN]m) and clay with the mass ratio of 9:1. By applying Hairsine-Rose model and Gao model to the microbial transport simulation, the solute-particle duality of microbes was discovered: a solute that does not diffuse is essentially a particle and a particle that does not settle out of suspension is essentially a solute. Then, the co-transport of clay and E. coli was investigated by simulated rainfall over two sets of saturated soil columns infused with E. coli: one set of columns consisted of sand and the other consisted of a 9:1 sand-clay mixture. Based on a combination of empirical and modeling results it was concluded that any role clay particles play in facilitating bacteria transport is offset by its role in decreasing the penetration depth and the effectiveness of raindrop impact. At last, the conclusions from the soil column scale studies were applied to the understanding and prediction of E. coli concentration and loading in a stream, and it was found that the level of E. coli in a stream is driven by four independent processes-runoff and erosion, microbial activity, shallow subsurface flow, and groundwater, and the importance of the processes at Fall Creek Watershed decreases by the order.
Author: Jazlyn Cauren Acosta
Publisher:
ISBN:
Category : Biological transport
Languages : en
Pages : 99
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This study was designed to provide insight into microbial transport kinetics which might be applied to bioremediation technology development and prevention of groundwater susceptibility to pathogen contamination. Several pilot-scale experiments were conducted in a saturated, 2 dimensional, packed porous media tank to investigate the transport of Escherichia coli bacteria, P22 bacteriophage, and a visual tracer and draw comparisons and/or conclusions. A constructed tank was packed with an approximate 3,700 cubic inches (in3) of a fine grained, homogeneous, chemically inert sand which allowed for a controlled system. Sampling ports were located at 5, 15, 25, and 25 vertical inches from the base of the 39 inch saturated zone and were used to assess the transport of the selected microorganisms. Approximately 105 cells of E. coli or P22 were injected into the tank and allowed to move through the media at approximately 10.02 inches per day. Samples were collected intermittently after injection based off of an estimated sampling schedule established from the visual tracer. The results suggest that bacteriophages pass through soil faster and with greater recovery than bacteria. P22 in the tank reservoir experienced approximately 1 log reduction after 36 hours. After 85 hours, P22 was still detected in the reservoir after experiencing a 2 log reduction from the start of the experiment. E. coli either did not reach the outlet or died before sampling, while P22 was able to be recovered. Bacterial breakthrough curves were produced for the microbial indicators and illustrate the peak concentrations found for each sampling port. For E. coli, concentrations at the 5 inch port peaked at a maximum of 5170 CFU/mL, and eventually at the 25 inch port at a maximum of 90 CFU/mL. It is presumed that E. coli might have experienced significant filtration, straining and attachment, while P22 might have experienced little adsorption and instead was transported rapidly in long distances and was able to survive for the duration of the experiment.
Author: Cristina Chornewich
Publisher:
ISBN:
Category :
Languages : en
Pages :
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