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71.
K. Yoshida I. Fuzesi M. Suzan L. Nagy 《Journal of environmental science and health. Part. B》2013,48(2):169-183
Abstract A traditional method to determine operator dermal exposure is to quantify the amount of pesticide coming into contact with specific body regions and then to integrate the deposition density values with the total body surface. It is known that extremely high deposition values may occur in the hand region; however, the source of contamination is generally assumed to be direct splash or contact with the pesticide container. One of the parameters affecting operator/pilot exposure could be the transfer of pesticide residue, particularly in the case of pesticides with a longer half‐life, from contaminated surfaces of spray equipment by direct contact over extended periods. If the rate of skin absorption of pesticide is readily known, the expected values of daily dose for an operator or pilot may significantly rise due to the extended contact period. This study produced field data on the surface contamination of spray equipment used for ground and aerial applications. If field data on precise work practice (time‐motion) observations are incorporated, it may be possible to estimate the potential exposure of operator/pilot due to hand contact with contaminated surfaces. 相似文献
72.
Daniel M. Stout II Ross B. Leidy 《Journal of environmental science and health. Part. B》2013,48(4):477-489
Abstract Methods have been developed to monitor the translocation of microencapsulated cyfluthrin following perimeter applications to residential dwellings. A pilot study was implemented to determine both the potential for application spray to drift away from dwellings and the intrusion of residues into homes following perimeter treatments. Residential monitoring included measuring spray drift using cellulose filter paper and the collection of soil samples from within the spray zone. In addition, interior air was monitored using fiberglass filter paper as a sorbent medium and cotton ball swabs were used to collect surface wipes. Fortification of matrixes resulted in recoveries of >90%. Spray drift was highest at the point of application and declined to low but measurable levels 9.1m from the foundations of dwellings. Soil residues declined to low, but measurable levels by 45 days post‐application. No cyfluthrin was measured from indoor air; however, some interior surfaces had detectable levels of cyfluthrin until three days post‐application. Findings indicate that spray drift resulting from perimeter applications might contaminate non‐target surfaces outside the spray zone. Soil borne residues may serve as persistent sources for human exposure and potentially intrude into dwellings through the activities of occupants and pets. Residues do not appreciably translocate through air and consequently inhalation is not a likely route for human exposure. Surface residues detected indoors suggest that the physical movement of residues from the exterior to the interior might be a viable route of movement of residues following this type of application. 相似文献
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74.
Molecular characterization of conjugative plasmids in pesticide tolerant and multi-resistant bacterial isolates from contaminated alluvial soil 总被引:1,自引:0,他引:1
A total of 35 bacteria from contaminated soil (cultivated fields) near pesticide industry from Chinhat, Lucknow, (India) were isolated and tested for their tolerance/resistance to pesticides, heavy metals and antibiotics. Bacterial isolates were identified by 16S rDNA sequencing. Gas Chromatography analysis of the soil samples revealed the presence of lindane at a concentration of 547 ng g−1 and α-endosulfan and β-endosulfan of 422 ng g−1 and 421 ng g−1 respectively. Atomic Absorption Spectrophotometry analysis of the test sample was done and Cr, Zn, Ni, Fe, Cu and Cd were detected at concentrations of 36.2, 42.5, 43.2, 241, 13.3 and 11.20 mg kg−1 respectively. Minimum inhibitory concentrations of all the isolates were determined for pesticides and heavy metals. All the multi-resistant/tolerant bacterial isolates were also tested for the presence of incompatibility (Inc) group IncP, IncN, IncW, IncQ plasmids and for rolling circle plasmids of the pMV158-family by PCR. Total community DNA was extracted from pesticide contaminated soil. PCR amplification of the bacterial isolates and soil DNA revealed the presence of IncP-specific sequences (trfA2 and oriT) which was confirmed by dot blot hybridization with RP4-derived DIG-labelled probes. Plasmids belonging to IncN, IncW and IncQ group were neither detected in the bacterial isolates nor in total soil DNA. The presence of conjugative or mobilizable IncP plasmids in the isolates indicate that these bacteria have gene transfer capacity with implications for dissemination of heavy metal and antibiotic resistance genes. We propose that IncP plasmids are mainly responsible for the spread of multi-resistant bacteria in the contaminated soils. 相似文献
75.
在火灾条件下,约束钢柱轴力由于升温而增加,会导致在较低的温度下发生屈曲;但屈曲后,钢柱的轴向温度膨胀得到释放,轴力下降,因此屈曲后钢柱仍能继续承栽。本文通过计算长度系数将转动约束钢柱转换为铰支钢柱,给出了一种轴向约束钢柱在火灾升温条件下的临界温度的简化计算方法——轴力放大系数设计方法。此法通过轴力放大系数将轴向约束钢柱转化为无约束钢柱,再按无约束钢柱计算得到钢柱的临界温度。用验证过的有限元模型对简化计算方法进行了验证,计算结果表明简化方法吻合较好。 相似文献
76.
为了研究高强度约束钢柱在火灾下的反应,根据高强度结构钢Q460在高温下的力学性能参数,建立了约束高强度钢柱受火分析模型,得到了高强度约束钢柱在火灾下的轴向位移、跨中挠度、最大应力以及临界温度。采用有限元分析对理论结果进行了验证,两者吻合很好。利用验证过的该文计算方法计算了2种荷栽比、长细比和约束刚度比条件下的高强钢柱的抗火性能;采用CECS200:2006的力学性能参数计算了约束普通钢柱的抗火性能。通过对高强钢和普通钢的抗火性能分析发现,轴向约束明显降低钢柱的临界温度,长细比、荷载比越大,临界温度越低;高强钢的抗火性能要优于普通钢。 相似文献
77.
闵维 《防灾减灾工程学报》2012,(Z1):103-108
钢结构是现代建筑工程中较普遍的结构形式之一,具备重量轻、机械性能好、可承受较大的荷载及制作和安装机械化程度高的特点。随着城市规模的发展,钢结构在我国建筑业具有非常广阔的应用前景。但由于其自身抗火能力差,在火灾高温作用下,其力学性能如屈服强度、弹性模量等会随温度升高而降低,一般在15min左右即丧失承重能力而垮塌,需采取保护措施使其温度不超过临界点才能在火灾中保持稳定性。涂敷钢结构防火涂料,施工简单、重量轻、耐火时间长且不受钢结构几何形状的制约,具有良好的经济性和实用性。随着环保意识的增强,国内外越来越多的建筑提倡绿色环保理念,参与三星或LEED认证体系的评级认证。水性膨胀型防火涂料凭借其优异的环保、施工安全和防火性能,开始逐渐受到众多业主和设计师的青睐。本文从防火原理、技术特点、防火领域的国内外认证、施工和质量管理的角度,浅谈水性膨胀型防火涂料的性能和发展现状,同时也讨论了目前防火涂料存在的一些问题。 相似文献
78.
79.
把山地环境划分为4种类型,并对各自的特点进行了分析.从导电机理和降阻机理两个方面分析了化学降阻剂的降阻功能,根据不同地质条件讨论了化学降阻剂的合理选择,并对化学降阻剂的应用方法和技术进行了研究,为山区防雷提供一定的参考价值. 相似文献
80.
介绍了接地的目的和种类,针对大型测控设备对接地电阻值的要求,提出了区域面积受限的接地系统设计方案,并对接地电阻进行了详细分析、计算和比较,选出了合理的接地方案进行施工,竣工后对接地系统的接地电阻值进行检测,检测结果满足测控设备接地电阻的要求. 相似文献