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91.
92.
There is a clear difference between exiting data on the measured flammability limits of hydrogen-air mixture. The non-uniformity of concentration distribution of hydrogen in air is a contributor to deviations of the upper flammability limit (UFL) and the lower flammability limit (LFL) measured in different experiments. This paper presents a numerical model to simulate the gas mixing process from start to stability, to predict the concentration distribution, and to research the influence of concentration distribution of hydrogen in air on measured UFLs and LFLs. The commercial software package Fluent was used to carry out the numerical simulation for the concentration distribution of hydrogen in air in the vessels with length-to-diameter ratios (L: D) of 1:1, 3:1, 5:1 and 7:1 respectively. Based on the numerical simulation and analysis, the influence of concentration distribution on measured flammability limits was demonstrated for hydrogen in air in the vessel. It is found that the deviations of measured flammability limits of hydrogen in air are the minimum in the vessel with length-to-diameter ratio of 1:1, and augment with the augmentation of vessel length-to-diameter ratio. Moreover, it is presented that the deviations of measured flammability limits of hydrogen in the center of the vessel are lower than that in the top and the bottom. 相似文献
93.
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
94.
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
95.
As one of the transition metals, vanadium (V) (V(V)) in trace amounts represents an essential element for normal cell growth, but becomes toxic when its concentration is above 1 mg/L. V(V) can alter cellular differentiation, gene expression, and other biochemical and metabolic phenomena. A feasible method to detoxify V(V) is to reduce it to V(IV), which precipitates and can be readily removed from the water. The bioreduction of V(V) in a contaminated groundwater was investigated using autohydrogentrophic bacteria and hydrogen gas as the electron donor. Compared with the previous organic donors, H2 shows the advantages as an ideal electron donor, including nontoxicity and less production of excess biomass. V(V) was 95.5% removed by biochemical reduction when autohydrogentrophic bacteria and hydrogen were both present, and the reduced V(IV) precipitated, leading to total-V removal. Reduction kinetics could be described by a first-order model and were sensitive to pH and temperature, with the optimum ranges of pH 7.5–8.0 and 35–40°C, respectively. Phylogenetic analysis by clone library showed that the dominant species in the experiments with V(V) bioreduction belonged to the β-Proteobacteria. Previously known V(V)-reducing species were absent, suggesting that V(V) reduction was carried out by novel species. Their selective enrichment during V(V) bioreduction suggests that Rhodocyclus, a denitrifying bacterium, and Clostridium, a fermenter known to carry out metal reduction, were responsible for V(V) bioreduction. 相似文献
96.
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
97.
The coupled fluid-structure-rupture model was developed to study the propagation and intensity of blast wave from hydrogen pipe rupture due to internal detonation. The dynamic rupture of pipe and propagation of blast wave were well coupled together in every timestep during the simulation. The numerical model was validated with experiments in terms of both typical rupture profiles and blast overpressures. Results reveal that crack branching of pipe can dramatically increase the rupture opening rate which controls the intensity and shape of the resultant blast wave. Due to the process of crack initiation and extension, the blast wave out of the pipe first forms and then is strengthened by the subsequent compression waves. This makes the maximum peak overpressure appears at a certain standoff distance above the rupture. Despite consuming some percentages of energy, the dynamic rupture of pipe generally presents positive effects (up to 2–3 times) on the blast wave intensity along the jetting direction due to the convergence effect of rupture opening on the release of internal high-pressure gas. Finally, through defining normalized overpressure and impulse based on the same hydrogen detonation in open spaces, the quantitative influences of pipe rupture on the blast wave intensity in cases of different detonation pressures and standoff distances are clarified. 相似文献
98.
目的 分析研究铝及铝合金在自然水环境中的腐蚀行为。方法 通过开展LM3纯铝、5083铝、LF6M去包铝及带包铝在淡海水交替、海水及淡水自然环境下2 a的暴露试验,将3种环境下材料的腐蚀形貌、腐蚀速率进行对比。总结4种铝及铝合金材料在不同水环境下的腐蚀规律,对其腐蚀机理进行简要的探讨,并对其长周期的腐蚀行为进行预测。结果 通过对4种材料局部腐蚀协同影响因子(b)的对比可以发现,淡水环境对LM3纯铝局部腐蚀的影响最大,淡海水环境对5083铝合金局部腐蚀影响最大,淡水及淡海水环境对2种LF6M铝合金材料局部腐蚀的影响都很大。结论 5083、LF6M带包铝及去包铝,在淡海水交替自然环境下的耐蚀性能最差,LM3纯铝在淡水环境下耐蚀性能最差。 相似文献
99.
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
100.
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