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41.
从消除储罐泄漏点、加强日常管理方面阐述了如何做好氮封储罐泄漏治理与预防,并对加强储罐泄漏防治提出建议。 相似文献
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Mao Guanghua Liu Hongyang Ding Yangyang Zhang Weijie Chen Hui Zhao Ting Feng Weiwei Wu Xiangyang Yang Liuqing 《Environmental science and pollution research international》2020,27(9):9318-9326
Environmental Science and Pollution Research - In this study, the immature mice were taken to assess the potential neurological toxicity of lead (Pb) and di (n-butyl) phthalates (DBP) combination... 相似文献
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海河干流、大沽排污河沉积物中有机氯农药的残留状况 总被引:7,自引:0,他引:7
调查了海河干流和大沽排污河沉积物中持久性有机氯杀虫剂(OCPs)的残留状况.在所选取的16个断面沉积物样品中均有大量HCHs、DDTs检出,表明海河和大沽排污河的DDT和HCH污染相当严重.海河沉积物中HCHs和DDTs总质量浓度分别为3.30~75.96、1.57~221.57 ng/g.大沽排污河沉积物中HCHs和DDTs的残留量分别为2.30~124.61、11.28~237.30ng/g.与国内外部分河流表层沉积物中HCHs、DDTs的含量相比,海河和大沽排污河沉积物中有机氯农药含量较高.最后根据两条河流沉积物中的OCPs的残留量,分析了其可能的污染源. 相似文献
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针对碳源偏低城市污水,采用厌氧/限氧的序批式活性污泥反应器(A/LOSBR),在连续(CA)和间歇曝气(IA)模式下,研究了亚硝化/反硝化除磷同步发生所需的最适控制策略。实验结果表明,在CA模式下,恒定30 L·h-1的气量,进行同步亚硝化/反硝化除磷的TN和PO43--P去除率分别为88.5%和95.9%;在IA模式下,恒定30 L·h-1的气量,且曝气百分数(AF)和曝气频率(fIA)值为0.5和24时,曝气量比CA模式节省了23%,该工艺的TN和PO43--P去除率分别为91.1%和92.9%。由此可知,同一气量下,IA模式比CA模式的更经济节能,且IA模式在低AF和高fIA工况下进行的同步亚硝化/反硝化除磷过程更稳定持续。 相似文献
48.
Liu Hongbo Song Xiao Guan Yongnian Pan Ding Li Yanhua Xu Suyun Fang Yueying 《Environmental science and pollution research international》2017,24(29):23261-23272
Environmental Science and Pollution Research - Microcystis aeruginosa (M. aeruginosa) is one of the most common genera of cyanobacteria in algal blooms. In the present work, the impact of the... 相似文献
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Xiuhong Ding Renqing Wang Yuncong Li Yandong Gan Shuwei Liu Jiulan Dai 《Environmental science and pollution research international》2017,24(30):23607-23619
To better understand the Hg(II) adsorption by some typical soils and explore the insights about the binding between Hg(II) and soils, a batch of adsorption and characteristic experiments was conducted. Results showed that Hg(II) adsorption was well fitted by the Langmuir and Freundlich. The maximum adsorption amount of cinnamon soil (2094.73 mg kg?1) was nearly tenfold as much as that of saline soil (229.49 mg kg?1). The specific adsorption of Hg(II) on four soil surface was confirmed by X-ray photoelectron spectroscopy (XPS) owing to the change of elemental bonding energy after adsorption. However, the specific adsorption is mainly derived from some substances in the soil. Fourier transform infrared spectroscopy (FTIR) demonstrated that multiple oxygen-containing functional groups (O–H, C=O, and C–O) were involved in the Hg(II) adsorption, and the content of oxygen functional groups determined the adsorption capacity of the soil. Meanwhile, scanning electron microscopy combined with X-ray energy dispersive spectrometer (SEM–EDS) more intuitive revealed the binding of mercury to organic matter, metal oxides, and clay minerals in the soil and fundamentally confirmed the results of XPS and FTIR to further elucidate adsorptive phenomena. The complexation with oxygen-containing functional groups and the precipitation with minerals were likely the primary mechanisms for Hg(II) adsorption on several typical soils. This study is critical in understanding the transportation of Hg(II) in different soils and discovering potential preventative measures. 相似文献
50.
Effect of pH on phosphine production and the fate of phosphorus during anaerobic process with granular sludge 总被引:6,自引:0,他引:6
The effect of pH on phosphine formation during anaerobic cultivation of granular sludge was investigated. The sludge was taken from full-scale anaerobic reactors treating brewery wastewater. Acetate and phosphate were used as the carbon source and phosphorus source respectively. After 10 days cultivation in the dark, results showed that acidic conditions were more favorable for free phosphine production. At pH 5, the optimum concentration 86.42 ng PH3 m-3 of free phosphine was obtained. The level at pH 7 was reduced to 18.53 ng PH3 m-3, about 1/5 of the maximum. The maximum concentration of matrix-bound phosphine of 3.30 ng PH3 kg-1 wet sludge was achieved at pH 6. More than 83% of the total phosphine was matrix-bound phosphine, which accounted for 0.003-0.009 per thousand of the phosphate removal, while free phosphine comprised 0.00002-0.001 per thousand of the phosphate removal. Most of the phosphorus removal from solution was turned into chemical precipitation or was adsorbed by sludge. The mechanism of the phosphate reduction-step in the formation of phosphine production is still unknown. The promotion of phosphine formation by low pH is compatible with an acidic bio-corrosion mechanism of metal particles in the sludge or of metal phosphides which form phosphine at low pH. 相似文献