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1.
我国非煤矿山安全生产发展历程与技术需求 总被引:2,自引:0,他引:2
对我国非煤矿山安全生产的发展历程与现状进行了综述与分析,论述了目前安全生产技术发展的思路。在此基础上,详细讨论了适应目前我国非煤矿山安全生产发展的技术需求。 相似文献
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分析了无石棉密封板材的压缩成型机理,认为物料与辊筒的接触角之和必须,小于或等于摩擦角之和,且大辊与料子问的水平粘结力必须大于小辊与料子间的水平粘结力,同时板材必须具有一定的抗拉强度,才能确保料子的顺利成型,而适宜的配比、辊温、拌料质量、皮料质量等则是大料顺利成型的基础。 相似文献
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Journal of Mining Science - 相似文献
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研究了以氧化镁和磷酸二氢钾反应所得的镁质磷酸盐水泥胶凝材料(MKP)为结合剂的高铝质浇注料的性能及影响该浇注料性能的诸因素。探索性研究发现:硅灰的用量是该浇注料体系850℃和1 100℃强度的主要影响因素,MKP胶凝体系的用量是110℃强度的主要决定因素,而1 100℃的线收缩率的主要影响因素是氧化镁和磷酸二氢钾的摩尔比值。并且此浇注料的强度不但与煅烧温度有关,而且还和氧化镁的活性有关,因此可以通过调节硼砂的量和氧化镁的活性来调节体系的可作业时间。 相似文献
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Contact flocculation-filtration of humic dispersions with alum in medium grain (0.62 mm) sand gave short runs to breakthrough, while in coarse (1.2 mm) media clarification was inefficient. Alum with cationic polymer gave in coarse media acceptable runs, but shorter then for mineral dispersions. Analysis of results by parameters of existing filtration models showed that using the Ives-Iwasaki model and plotting filtration coefficient λ vs specific deposit σ gave different λmax for different polymer dose, plot of λmax vs dose goes through maximum at optimum dose.Plotting the cube root of headloss vs square root of specific deposit gave a straight line corresponding to Shektman formula.Analysis by Adin-Rebhun model showed that for contact flocculation-filtration humic dispersions attachment coefficient k1 was similar to, detachment k2 was many fold higher then and theoretical maximum mass capacity much lower then in case of mineral dispersions.Calculations showed that the solid content and the density of alumo-organic deposits in bed are much lower than of alumo-mineral deposits. Polymers and minerals increase the solid content, the density of deposits and the mass capacity of filter beds. 相似文献
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In this study, two types of drinking water treatment facilities (two conventional drinking water treatment plants (DWTPs) and two compact units (Cus)) were compared referring to their production capacity. Water samples were collected from three main points: (a) different water treatment steps (b) washings of sand filters and (c) distribution system at different distances from the water treatment plants. Both viruses and protozoa were concentrated from each water sample by adsorption and accumulation on the same nitrocellulose membrane filters (0.45 microm pore size). Enteroviruses were detected by plaque infectivity assay in BGM cells and HAV, HEV and Norovirus were detected by RT-PCR. Giardia and Cryptosporidium were detected by conventional staining methods and PCR. The results revealed that enterovirus load at the intake ranged between 10-15 PFU/L for the two compact units and between 4.5 and 75 PFU/L for the two conventional DWTPs. The virus load in distribution system of the first type DWTPs at 1 km from the plant was the same as that of the intake. Viruses in the other type of treatment plants CUs at 1, 5 and 7 km, were much reduced. Investigation of raw water sediments of the two DWTPs showed enterovirus counts between 12 and 17.5 PFU/L. Virus count was reduced in sand of filters after washing. Giardia cysts were equally detected by microscopy and PCR in only intake samples of EL-Hawamdia CU (33.3%) and Meet Fares DWTP (50%). Cryptosporidium oocysts were equally detected by microscopy and PCR in intake samples of Abo EL-Nomros CU (100%), EL-Hawamdia CU (66.7%) and Fowa DWTP (50%). At Meet Fares DWTP three positive intake samples for Cryptosporidium were detected by PCR, compared with only two positive samples by microscopy. Giardia cysts and Cryptosporidium oocysts were detected in raw water sediment and sand of filters before washing. Only one sample from Meet Fares DWTP sand of filters after washing was positive for both Giardia and Cryptosporidium. It can be concluded that the poor microbial quality of the water may be due to improper operational skills and management of the various water treatment plants (especially at the two high capacity treatment plants). 相似文献
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