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981.
陈华知  牛和平  翟兴忠 《安全》2005,26(6):50-51
1引言 安全的本质是系统存在的正常状态,是系统不发生意外、运行正常、进展顺利的动态过程.在此过程中,系统不对人身构成危害、不对设备造成损坏、不使系统有目的的行动暂时或永久终止.  相似文献   
982.
酞酸酯的暴露及健康风险研究日趋深入。在综述了酞酸酯的物化性质、接触机会两方面特性,以及体内代谢、健康危害两方面的最新研究进展基础上,比较了其国内外相关标准现状,总结了酞酸酯暴露评估现状及健康风险研究现状,提出并分析了存在的问题,并对其今后的研究进行了展望。  相似文献   
983.
Pot experiments were conducted on cole (Brassica) grown in soils jointly treated with traces of two heavy metals cadmium (Cd) and zinc (Zn). As the concentration of heavy metals in the soil increased, the uptake of these metals by the plants rose. However, the ratio of heavy metal concentration in soil to uptake by plants increased at a slower rate. Bioavailability of heavy metals considered between the roots and soil using non-linear regressions was shown to be statistically significant. Similarly, the bioavailability of these two heavy metals between leaves and roots using a linear regression was also statistically significant. The bioconcentration factors (BCFs) for Cd and Zn were 0.282 and 4.289, respectively. Significant variation of BCF with the heavy metal bioavailability in soil was noted from non-linear models. The transfer factors (TFs) were 4.49 for Cd and 1.39 for Zn. The Zn concentration in leaves under all treatments did not exceed threshold set standards, but Cd levels exceeded these standards when the concentration of Cd in the soil was more than 1.92 mg kg?1 dry weight (dw). Data indicate that cole (Brassica) is not a suitable crop for oasis soils because of plant contamination with heavy metals, especially Cd.  相似文献   
984.
Leachate pollution in landfill sites is a major source of environmental concern. This study evaluates organics, nutrients and heavy metals in a landfill site in Beijing, and introduces a method combining coagulation–flocculation with filtration for the advanced treatment of leachate. The results confirm that CODCr, TN, NH4+ ? N, TP, Mn and As in leachate treated by an anaeobic–oxic biological method are unable to meet discharge or surface water quality standards. When treated with coagulation–flocculation combined with filtration under optimal conditions (cationic polyacrylamide dosage of 8.0 mg/L; polyaluminium chloride dosage of 350 mg/L; 0.4–0.6 mm ceramsite media in the filtration process), the residual NH4+? N, TN, Mn and As in the leachate meet the maximum allowed values for landfill leachate discharge or surface water quality standards in China; the exceptions are chemical oxygen demand and total phosphorus. Leachate treatment processes could be further strengthened or improved.  相似文献   
985.
This study investigated the effect of nutrient concentration and litter cover on the development of quantitative shoot parameters and belowground biomass (BGB) production of Zizania latifolia. Zizania latifolia is a common emergent aquatic species in East Asia. Four treatments were done at the study site, and were observed between May 2003 and December 2005. The treatments are namely, high nutrient (HN) with litter cover (HNWL), high nutrient without litter cover (HNNL), low nutrient (LN) with litter cover (LNWL), and low nutrient without litter cover (LNNL). The quantitative shoot parameters and BGB had higher values for treatments with high nutrient (HN) compared to the low nutrient treatments (LN), independent of the presence of litter cover. Furthermore, the life span of the secondary shoots was also higher in HN treatments compared to LN treatments. The BGB productivity was higher in the HNNL treatment compared to the other treatments. The LNWL treatment showed the least developed quantitative shoot parameters, e.g. plant height, and the lowest BGB for Z. latifolia. It was generally observed that the combined effects of low nutrients and litter cover negatively affected shoot development and BGB production.  相似文献   
986.
一株氯苯优势降解菌的降解条件优化   总被引:1,自引:1,他引:0       下载免费PDF全文
以氯苯降解率为降解效果指标,以降解温度、初始pH、降解时间、接种量和氯苯初始浓度为影响因素,对实验室保藏的一株氯苯优势降解菌株Lysinibacillus fusiformis LW13降解氯苯的降解条件进行优化。单因素试验结果表明,该降解菌株对氯苯的适宜降解条件分别为:温度20~40℃,pH为8.0,降解时间4 d,接种量2%~4%,氯苯初始浓度60~140 mg/L。以降解温度、氯苯初始浓度和接种量这三个显著影响因素进行正交试验,结果表明各影响因素的主次顺序为降解温度>氯苯初始浓度>接种量,最佳降解条件为降解温度35℃、氯苯初始浓度100 mg/L和接种量4%,最佳降解条件下氯苯降解率可高达93.8%。  相似文献   
987.
微生物诱导碳酸钙沉淀(MICP)作为一种环保型地基处理技术,其机理是通过微生物诱导碳酸钙沉淀有效改善土体工程性能,参与固化反应的营养液成份不同对固化效果有显著影响。分别选用氯化钙和硝酸钙作为营养液中的钙源,通过渗透实验、干密度实验、吸水率实验、无侧限抗压强度实验从宏观角度分析钙源对微生物固化砂土物理力学指标的影响。同时,结合电镜扫描测试,从微观角度对比了不同钙源作用下碳酸钙沉淀晶体形态及空间分布的差异。研究结果表明:利用硝酸钙固化后的砂柱整体密实度更高,其破坏裂缝在饱水和干燥状态下比氯化钙固化后的砂柱更小;硝酸钙作为钙源固化后的砂柱渗透系数和吸水率更低,干密度和无侧限抗压强度也更高。电镜扫描结果显示,氯化钙为钙源形成的碳酸钙沉淀量较少,形态为球状,散落分布在砂粒表面;硝酸钙形成碳酸钙沉淀量较多,形态以球状或者立方体为主,包裹住砂颗粒,团聚效果更为明显。因此,就钙源而言,硝酸钙的微生物固化效果较氯化钙更好。  相似文献   
988.
The nitrogen emission from household food consumption (NEHFC) has played a vital role in sustainability development. Recent changes in household dietary have significantly accelerated reactive nitrogen emissions in China. However, the spatial patterns and dynamics of these flows between urban and rural areas remain unclear. Based on material flow and spatial-temporal analysis, our study investigated the patterns of Chinese urban-rural NEHFC during 1993–2015. Increasingly apparent regional disparities were found in both the spatial patterns of urban-rural NEHFC during the study period. Notably, the spatial autocorrelation of urban NEHFC demonstrated a ‘U’ type, compared with a recent decreasing Moran’s I index of rural NEHFC. Moreover, the regional spatial-temporal variation of per capita urban NEHFC exhibited ‘South (High)-North (Low)-Middle (Fast)’ trend. By contrast, the hotspot of per capita rural NEHFC mainly concentrated in South-eastern China with a distinct regional changing of ‘Middle-east (Fast) & west (Slow).’ The Social-Economic and Regional-Development Index were far more critical than the Natural-Geographic Index to the spatial-temporal variation of per capita urban NEHFC, whereas the rural NEHFC was driven by the combined actions of all the three indexes. Our study highlighted the necessity of ‘Location-Suitable’ and ‘Urban-rural recycling’ nitrogen management strategies for reducing the risk of NEHFC in China.  相似文献   
989.
垃圾渗滤液处理工程实例   总被引:1,自引:0,他引:1  
利用厌氧UASB+膜生物反应器MBR+纳滤工艺处理垃圾填埋场产生的垃圾渗滤液,介绍了各处理阶段的设计、运行参数和经济技术指标,设计处理规模为100 m3/d。在进水ρ(COD)为10 000 mg/L,ρ(BOD5)为5 000 mg/L,经处理后,出水ρ(COD)达到60 mg/L,ρ(BOD5)约为20 mg/L,去除率分别达到99.4%、99.6%,且出水稳定,达到地方标准DB 11/307-2005《北京市水污染排放标准》中二级排放标准。  相似文献   
990.
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