In this paper, modeling and simulation techniques with experimental setup values were used to investigate the effects of foundation settlement on the heterogeneity of moisture content, formation characteristics, and ground water. The study was conducted at Obirikom in Rivers State's Ogba Egbema Local Government Area; the samples were subjected to the following laboratory tests: particle size analysis, Atterberg limit tests, compaction test, natural moisture content test, specific gravity, and consolidation test, which revealed that the soil was predominantly clay deposited. Modeling and simulation were used to predict how different soil conditions affected the settlement of a foundation. The study observed heterogeneous soil deposition as it reflected on soil properties, and the study on foundation settlement influence explained the heterogeneous impacts on moisture. Permeability, plastic and liquid limits, as well as other soil properties such as moisture content, water content, and dry density, was investigated. Significant parameters were observed in the study, such as dry density, which is directly proportional to plasticity as settlement increases in moisture until optimum moisture content is observed at the level where settlement decreases to a minimum. The moisture content of the settlement increased while exceeding the optimum moisture content.
This paper monitors partial deposition of lead through the influences from velocity dynamics in heterogeneous coarse depositions. The study examine rate of deposition at different strata under the influences of heterogeneous coarse in the study location, the transport of lead in coarse formation developed variation of concentration through heterogeneity of velocity of fluid dynamics in the study area, the system were develop by considering the migration rate of the contaminant at various depth, the developed system generated the governing equation to produced the derived model at different phase, the derived solution generated model at different phase base on the behaviour of velocity dynamics in the study area, the study is imperative because the derived model will definitely monitor the rate of partial deposition of lead in the study location. Keywords:
Retardation phase in transport process was observed to influences the migration process of Mycoplasma in silty deposited formation, the deposition of this contaminant in silty formation experienced higher concentration due to deposited lower porosity and void ratio in the study area, such condition experienced variations in formation characteristics, the deposition of other minerals that will definitely increase Mycoplasma population was considered in the system, the rate of velocity at various strata were also observed as significant parameters in the system, the derived model base on these factors integrated these conditions on the derived solutions, this implies that the system will be monitored in several condition at different phase of the transport system, condition were the microbes may experienced uncomfortable environment were also considered, these are were Mycoplasma may generates degradation, the study is imperative because the behaviour of Mycoplasma has been thoroughly observed, it is through these process that the rate of Mycoplasma can be predicted, experts will definitely produces results applying these concept.
This paper studies the rate of permeability passage through Tuotorsity of fluid flow at different soil strata. The rate of fluid flow depends on the permeability of the soil. Such condition has other influences. However, this study monitors fluid flow reflection on the rate of soil permeability through Tuotorsity in the formation. The penetration of fluid is influenced by the structural stratification of the formation. Tuotorsity flows are determined by the structural depositional setting of the soil intercedes. Monitoring the fluid flow condition in lacustrine deposition was possible through the application of mathematical modeling method. The study monitored the permeable condition of the formation to phreatic zone through the effect of Tuotorsity of the formation. The developed model was simulated to express the rate of fluid flow through Tuotorsity to the phreatic zone. Theoretical values were generated from the developed model. The study expressed the rate of permeability through Tuotorsity flow to the phreatic zone. It was confirmed that the permeability was increasing with respect to change in depth under plug flow condition. Subject to this condition, the study produced 4.11E-05, which implies that the condition developed flow based on the deposition from Tuotorsity. This expression implies that the stated parameter influences the low yield rate of phreatic aquifers in the study area. Experts can now use the developed model from this study as a tool in exploitation of groundwater by monitoring the rate of Tuotorsity flow in the study location.Keywords: Porosity; Tuotorsity; Lacustrine; Predictive model IntroductionIn years past, it has been noted that scaling laws for seepage velocity has been established and applied, but most researchers are yet to understand whether it is the Darcy's permeability (hydraulic conductivity) or the hydraulic, expressed to be gradient that determines the function of gravity. Thus this has not been thoroughly addressed properly. This concern was investigated by Gooding Singh & Gupta [7] including other researcher's defined permeability (k) to be directly proportional to gravity and hydraulic gradient (i).This implies that gradient is independent of gravity. Furthermore, it explains the reason why seepage velocity has a scaling law of N (m p v = N v).It has been observed that there is an alternative expression for the improvement of seepage velocity in a centrifuge. Schofield [8], Hussaini et al. [9], Goodings [10], & Taylor [11] were able to further express how permeability becomes independent of gravity, thus developed through mathematical expressions. Drainage, evaporation and water-uptake are some of the parameters with relationship that determines the rate of water flow through the soil, which plays a significant role [12,13]. More so, the relationship of three parameters such as (water, gas and solid) in three phases of the soil are influenced by properties such as texture, structure, biological activity, weather and soil management [14]. Relating it in terms...
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