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Arsenic Polluted Groundwater and Its Countermeasures in the Middle Basin of the Ganges, Uttar Pradesh State, India
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作者 Yasunori Yano Kenichi Ito +4 位作者 Akihiko Kodama Koichiro Shiomori Shigeki Tomomatsu Mitsuhiro Sezaki hiroshi yokota 《Journal of Environmental Protection》 2012年第8期856-862,共7页
The arsenic contamination of groundwater in Uttar Pradesh State was first recognized in 2003 and is now seen at 20 Districts out of 70 Districts. University of Miyazaki has performed the arsenic mitigation project in ... The arsenic contamination of groundwater in Uttar Pradesh State was first recognized in 2003 and is now seen at 20 Districts out of 70 Districts. University of Miyazaki has performed the arsenic mitigation project in Bahraich District, severest arsenic-affected one in the 20 Districts, from June 2008 until now, with JICA (Japan International Cooperation Agency). The integrated mitigation, such as the raising awareness of villager, installing of alternative water supply units and healthcare of arsenocosis patients, have been executed at the 2 villages. The symptom of the arsenocosis patients was not so severe, which will be, therefore, improved by drinking arsenic-safe water supplied through arsenic removal units, installed by this project. In this paper, following results is discussed for the situation and mechanism of arsenic contamination of groundwater, objected in connection with the installation of arsenic removal units: 1) Groundwater is almost contaminated with arsenic in deep tubewell (depth: about 30 m), but scarcely in shallow tubewell (depth: about 10 m);2) Arsenic contaminated groundwater is under the reduced condition with the oxidized condition for no-arsenic contaminated groundwater;3) Arsenic concentration shows almost linear correlation with concentrations of Fe2+ and -N;4) Ground is composed of sand with high arsenic content at around 25 m depth;5) Arsenic exists mainly in the phase of reducible fraction or weak acid soluble fraction but no oxidizable fraction in the ground. 展开更多
关键词 ARSENIC Contamination GANGES GROUNDWATER Soil Mechanism Removal
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Influence of initial curing conditions and exposure environments on chloride migration in concrete using electrochemical method
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作者 Wen XUE Weiliang JIN hiroshi yokota 《Frontiers of Structural and Civil Engineering》 SCIE EI 2010年第3期348-353,共6页
To investigate the influence of initial curing conditions and exposure environments on chloride ions’migration in concrete,the specimens that were cured in different conditions and placed in several marine environmen... To investigate the influence of initial curing conditions and exposure environments on chloride ions’migration in concrete,the specimens that were cured in different conditions and placed in several marine environments were studied.The amount of chloride ions passing through the specimen’s section was monitored in the accelerated chloride migration test.The effective chloride diffusion coefficients(De)were calculated from the steadystate on the basis of Nernst-Planck’s equation.The results indicated that the initial curing conditions and the wet-dry interval of external environments have coupling influence on effective diffusion coefficient of chloride ion significantly.De reflected the density and pore connectivity of concrete.The co-effects of the initial curing condition and following exposure environment should be taken into account in durability design for concrete structure located in marine environment. 展开更多
关键词 DURABILITY effective diffusion coefficient STEADY-STATE migration test
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