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61.
62.
Chloride ingress and freeze-thaw cycles are the most important mechanisms for deterioration of concrete in cold areas. In this study, chloride ingress into concrete that has been exposed to freeze-thaw cycles was investigated. Data demonstrated that freeze-thaw cycles allow for a larger effective diffusion coefficient. Based on our findings, the concept of a developing coefficient was defined to obtain the evolution equation of the effective diffusion coefficient. Together with considering the effect of aging of concrete on the effective diffusion coefficient, the time-dependent diffusion coefficient was also obtained. Based on Fick's second law and time-dependent diffusion coefficient, chloride ingress model of concrete in cold regions was derived. Finally, the model was tested by comparing predicted results, lab results, and in situ inspection data. 相似文献
63.
The elemental mercury removal abilities of three different zeolites (NaA, NaX, HZSM-5) impregnated with iron (III) chloride were studied on alab-scale fixed-bed reactor. X-ray diffraction, nitrogen adsorption porosimetry, Fourier transform infrared spectroscopy, X-ray photoelectron spectroscopy, and temperature programmed desorption (TPD) analy-ses were used to investigate the physicochemical properties. Results indicated that the pore structure and active chloride species on the surface of the samples are the key factors for physisorption and oxidation of Hg0, respectively. Relatively high surface area and micropore volume are beneficial to efficient mercury adsorption. The active Cl species generated on the surface of the samples were effective oxidants able to convert elemental mercury (Hg0) into oxidized mercury (Hg2+). The crystallization of NaCl due to the ion exchange effect during the impregnation of NaA and NaX reduced the number of active Cl species on the surface, and restricted the physisorption of Hg0. Therefore, the Hg0 removal efficiencies of the samples were inhibited. The TPD analysis revealed that the species of mercury on the surface of FeCl3-HZSM-5 was mainly in the form of mercuric chloride(HgCl2), while on FeCl3-NaX and FeCl3-NaA it was mainly mercuri coxide(HgO). 相似文献
64.
采用电化学沉积法将纳米钯粒子负载在钛板上,制备钛负载纳米钯粒子的NanoPd/Ti电极.利用循环伏安法和线性扫描伏安法对比研究NanoPd/Ti电极与Ti电极的电化学性能,以及分别对氯苯和硝基苯模拟废水电化学催化性能,表明NanoPd/Ti电极循环伏安过程出现新的氧化峰和还原峰,反应电位明显正移,反应过程峰电流也明显增大.通过降解实验,NanoPd/Ti电极可以在更低电压,更短时间内达到更好CODcr去除效果. 相似文献
65.
在水的CODcr测定中,将30 ml回流量确定为常规检测回流量,可节省浓硫酸和硫酸银用量50%;将消解回流时间从120 min缩短为30 min,已满足对地表水和各类废水中CODcr的准确测定,可节省水电费用75%以上,含氯水样中Cl-的掩蔽研究表明:按国标法用10倍Cl-重量的HgSO4 掩蔽Cl-,加标(CODcr =100 mg/L)回收率为110%~120%左右,用30~40倍Cl -重量的HgSO4 掩蔽Cl-,加标回收率为100%左右,对HgSO4 掩蔽Cl-的条件和机理作了适当探讨.另外,采用加入H2 SO4-后加入HgSO4 的方法可减少HgSO4 的耗用量70%以上. 相似文献
66.
Few studies exist on how chloride from chloride‐based deicers is transported in infiltration‐based stormwater control measures. In 2009, the U.S. Environmental Protection Agency (USEPA) constructed a 0.4 ha parking lot in Edison, New Jersey, that was surfaced with permeable interlocking concrete pavers (PICP), pervious concrete (PC), and porous asphalt (PA). Each surface type has four equally sized, lined sections that direct all infiltrate to separate 5.7 m3 collection tanks. The USEPA acute criterion for aquatic life (860 mg/l) was exceeded in events immediately following a snow event. Concentrations of the infiltrate exceeded the detection limit (5 mg/l) year round but did not exceed the USEPA chronic toxicity (230 mg/l) after April. The chloride concentration decreased with cumulative rainfall since previous snow event, and a power regression described this relationship. In the power regression, the coefficient (b) described the initial concentration following a snow event, and the exponent (m) described the rate in which chloride was flushed through the system with infiltrating water. PC had the largest coefficient (5,664) and largest absolute exponent (?0.92), followed closely by PICP (b = 4,943 and m = ?0.87), and distantly by PA (b = 2,907 and m = ?0.67). The differences in release rate were proportional to the measured surface infiltration rates of 4,000; 2,400; and 200 cm/h for PC, PICP, and PA, respectively. These results will assist those who manage or regulate stormwater where receiving waters are chloride impaired. 相似文献
67.
This study was a preliminary step to evaluate the acute toxicity of 1-methyl-3-octylimidazolium chloride ([C8mim]Cl) on loach (Misgurnus anguillicaudatus) by determining the effects on hepatic antioxidant enzyme activities and by the comet assay. The results showed that [C8mim]Cl had acute toxicity at concentrations above 20 mg L?1, inducing oxidative stress and genotoxicity on fish liver cells. In respect to enzyme activities, [C8mim]Cl induced changes in the activities of superoxide dismutase, catalase, and glutathione content the livers of fish exposed at 20–80 mg L?1. [C8mim]Cl at the same exposure level caused a remarkable increase in malondialdehyde level. The comet assay indicated that [C8mim]Cl at 20–80 mg L?1 induced genotoxicity in liver cells. With increased exposure concentration and time, the two comet parameters trailing rate and tail moment were significantly increased, with significant differences (P < 0.05) observed between control group and each treatment group. The present study shows that ionic liquids can be a threat to the health of aquatic organism when accidentally released to aquatic ecosystems. 相似文献
68.
聚合氯化铝与三氯化铁混凝剂在常规水处理中的运用 总被引:3,自引:0,他引:3
通过聚合氯化铅与三氯化铁在常规水处理的生产性实验,从经济成本、水质指标和实际使用存在的问题对其进行分析比较,并比较了两种混凝剂在常规水处理中的优缺点。 相似文献
69.
本实验以玉米秸秆为原料,制备了生物炭和AlCl3改性生物炭,研究了2种生物炭分别调理污泥后的脱水效果,并探讨了污泥脱水性能的改善机理.结果表明,经过2种生物炭调理后,污泥比阻(SRF)、泥饼含水率(MC)、污泥沉降体积指数(SV30)、毛细抽吸时间(CST)均下降,污泥净产率(YN)升高,说明污泥脱水性能得到了改善,且AlCl3改性生物炭对污泥脱水性能的改善效果明显优于生物炭.当AlCl3(溶液浓度3mol/L)改性生物炭的用量为3g/L时,调理后的污泥SRF,MC,SV30,CST分别降低至1.3×1012m/kg,81.9%,78.6%,35s,YN增加至17.8kg/(m2·h).分析原因:一方面,经过生物炭调理后,泥饼中会形成一定的骨架结构,使得污泥中的水和EPS能够更容易地释放;另一方面,经过AlCl3改性后,改性生物炭携带的正电荷(Al3+)能够与污泥颗粒所带的负电荷发生电中和作用,使得污泥颗粒更容易聚集,从而提高污泥的脱水效果. 相似文献
70.
为探明氯化铁(Fe Cl3)絮凝-直接过滤工艺对地下水中砷(As)的去除过程及机制,分别进行了批吸附实验、现场絮凝-直接过滤实验、扩展X射线精细结构光谱(EXAFS)及电荷分布多位络合(CD-MUSIC)模拟.采集的地下水样品As主要为五价[As(Ⅴ)],浓度为40μg·L-1.现场柱实验直接过滤工艺中Fe投加量为1.5 mg·L-1,出水As(Ⅴ)浓度均低于10μg·L-1,92 h内可提供64 984 L安全饮用水.固体废物毒性浸出实验表明泥饼浸出液中As浓度为3.4μg·L-1,远低于美国环保署限定值(5 mg·L-1).EXAFS和CD-MUSIC模拟表明Fe Cl3絮凝去除地下水中As(Ⅴ)存在两种机制:在p H 3~9.5范围内,As(Ⅴ)主要以双齿双核吸附在氢氧化铁上;p H9.5时,As(Ⅴ)主要与Ca2+和Mg2+形成沉淀而去除. 相似文献