Eltayeb Mohamedelhassan

Laboratory Model Test on Improving the Properties of Soft Clay by Electrokinetics

This experimental study was carried out in two test series to investigate the feasibility of decreasing the water content and increasing the shear strength and axial load capacity of laboratory-prepared soft clay by electrokinetic treatment. The focus of the investigations is the influence of pore fluid chemistry (fresh or highly saline water) on the gained improvement and on the energy consumption. The results showed that electrokinetics was effective in improving the properties of the soft clay with fresh and saline water. The degree of improvement, however, was superior in tests with freshwaters along with a lower energy consumption. The minimum water content and the maximum shear strength after the treatment were reported near the anode (28% ± 3.6 and 99.3 kPa ± 15.4 compared to 49.7% ± 3.1 and 12.1 kPa ± 1.7 in the control). The maximum axial load capacity of the foundation model after the treatment was 416 N compared to 28 N in the control. The energy consumption varied between 69.1 and 1994.6 Whr.

Analysis of electrokinetic sedimentation of dredged Welland River sediment.

The Welland River is a tributary of the Niagara River. In the late 1980s it was discovered that a section of the Welland River was contaminated with heavy metals as a results of two sewer outfalls that has been used by a steel plant and local industrial and municipal operations for the last 50-60 years. One of the major problems encountered in the treatment of the dredged Welland River sediment is a slow rate of sedimentation due to the large proportion of fine solids in the sediment. In this study, the results of electrokinetic sedimentation of the Welland River sediment are analyzed based on the principles of gravitational and electrokinetic sedimentation. It was found that the effects of electric field intensity and the initial solid concentration of the suspension are the dominating factors governing the average particle settling velocity, the coefficient of free settling in the free settling stage and the coefficient of sedimentation in the hindered settling stage. The electrokinetic treatment is proven to be effective in terms of increasing the free and hindered settling velocities, reducing the overall sedimentation time and increasing the final solid concentration of the sediment. Thus, electrokinetics can be used to accelerate sedimentation of dilute solid suspensions, such as dredged sediment, wastewater and mine tailings.

Complete Genome Sequence of Arthrobacter sp. Strain LS16, Isolated from Agricultural Soils with Potential for Applications in Bioremediation and Bioproducts.

ABSTRACT Here we report the complete genomic sequence of the bacterium Arthrobacter sp. strain LS16, consisting of a single circular chromosome of 3.85 Mb with no identified plasmid. Data contained within will facilitate future genetic modification and engineering of the Arthrobacter sp. LS16 metabolic network to enhance traits relevant to bioremediation and bioproducts.

Solar power enhancement of electrokinetic bioremediation of phenanthrene by Mycobacterium pallens

ABSTRACT Enhanced bioremediation of phenanthrene-contaminated soil with Mycobacterium pallens was conducted. Kaolinite was used in the tests as a soil matrix and was artificially contaminated with phenanthrene at a concentration of 2 mg phenanthrene per gram dry soil. Mycobacterim pallens at concentration of 108 colony-forming units (CFU) per milliliter was used as a potential microorganism to degrade phenanthrene. Aspects of the study included evaluating efficacy of using Mycobacterium pallens for degrading phenanthrene, electrokinetics for delivering nutrients and microorganisms to contaminated soil, and solar panels for generating power for electrokinetic bioremediation. A novel anode-cathode configuration, in which the anode and cathode are placed in the same compartment, was implemented to control/minimize changes in pH during electrokinetic bioremediation. The nutrients (NO3−), electrical current, temperature, Mycobacterium pallens (CFU), and phenatherene concentration were evaluated. The results showed that solar panels generated sufficient power for electrokinetic bioremediation. The highest current obtained was generated when bacteria and nutrients were added to the soil. This was associated with the highest phenanthrene removal from the soil (50% of the initial concentration). Additionally, we determined that the novel anode-cathode configuration in the electrokinetic bioremediation cell was successful in delivering the bacteria and nutrients to the contaminated soil and in maintaining a relatively neutral pH around the electrode compartments, which improved the remediation. Overall, this study showed that the use of solar power with electrokinetic bioremediation can provide a cost-effective approach to reduce and remove hydrocarbon contaminations in soil.

Electrokinetic Treatment for Model Caissons with Increasing Dimensions

Electrokinetic treatment has been known in geotechnical engineering for over six decades, yet, the technique is rarely used. This stems from the absence of design guidelines and specifications for electrokinetic treatment systems. An important issue that need to be investigated and understood in order to devise guidelines from experimental results is the effect of the foundation element size on the outcome of the treatment. Also important is determining the optimum distance between the electrodes and estimating the energy consumption prior to treatment. This experimental study is a preliminary step in understanding some of the issues critical for the guidelines and specifications. Four model caissons with surface areas between 16000 and 128000 mm2 were embedded in soft clayey soil under water and treated for 168 hr with a dc voltage of 6 V. From the results, a distance between the anode (model caisson) and the cathode equal 0.25 times the outside diameter of the model caisson was identified as optimum. Relationships between the surface area and axial capacity of the model caisson and the surface area and energy consumption were presented. The equations can be used to preliminary estimate the load capacity and the energy consumption for full-scale applications.