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991.
介绍了LSH-02G克劳斯尾气加氢催化剂的生产工艺及工业应用情况。LSH-02G催化剂具有一定的大孔,可减少CO在催化剂孔道中的停留时间,显著提高催化剂的COS水解率。LSH-02G催化剂工业应用结果表明:装置在80%、100%和110%负荷下运行,各项参数运行正常,急冷水pH稳定在7.8~8.0,急冷塔顶在线氢气含量(φ)维持在1.8%~2.2%,加氢反应器无SO2穿透。加氢反应器中SO2加氢转化率均为100%,COS水解率均在92%以上,符合普光天然气净化厂加氢催化剂技术规格书要求(SO2加氢转化率100%,COS水解率达90%以上)。 相似文献
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Effluents from three liquid anaerobic digesters, fed with municipal sewage sludge, food waste, or dairy waste, were evaluated as inocula and nitrogen sources for solid-state batch anaerobic digestion of corn stover in mesophilic reactors. Three feedstock-to-effluent (F/E) ratios (i.e., 2, 4, and 6) were tested for each effluent. At an F/E ratio of 2, the reactor inoculated by dairy waste effluent achieved the highest methane yield of 238.5 L/kgVSfeed, while at an F/E ratio of 4, the reactor inoculated by food waste effluent achieved the highest methane yield of 199.6 L/kgVSfeed. The microbial population and chemical composition of the three effluents were substantially different. Food waste effluent had the largest population of acetoclastic methanogens, while dairy waste effluent had the largest populations of cellulolytic and xylanolytic bacteria. Dairy waste also had the highest C/N ratio of 8.5 and the highest alkalinity of 19.3 g CaCO3/kg. The performance of solid-state batch anaerobic digestion reactors was closely related to the microbial status in the liquid anaerobic digestion effluents. 相似文献
994.
Energy recovery from grass using two-phase anaerobic digestion 总被引:9,自引:0,他引:9
Municipal solid wastes are major sources of air, water and soil contamination. There is a need for alternative waste management techniques to better utilize the waste and minimize its adverse environmental impact. A two-phase pilot-scale bio-fermentation system was used to evaluate the feasibility of producing methane from grass waste, a major constituent of solid wastes. The bi-phasic system consists of a solid phase and a methane phase. Leachate is re-circulated through the solid phase until a desired level of volatile fatty acid (VFA) is accumulated in the leachate. The leachate is then transferred to the methane reactor where the VFA is converted to methane. The results showed that 67% of the volatile solids in the waste can be converted into soluble chemical oxygen demand in a period of six months. The system produced an average of 0.15 m3 of methane per kg of grass. The average methane concentration in the produced gas was 71%. A mathematical model was developed to estimate the methane and carbon dioxide concentrations in the gas phase as a function of reactor properties. 相似文献
995.
Fu-Sheng Liu Zhuo Li Shi-Tao Yu Xiao Cui Cong-Xia Xie Xiao-Ping Ge 《Journal of Polymers and the Environment》2009,17(3):208-211
Alkali-catalyzed methanolysis and hydrolysis of polycarbonate (PC) in a solvent in which PC can substantially dissolve such
as N-methyl-2-pyrrolidone, 1,4-dioxane, tetrahydrofuran and so on were studied. Reaction conditions were optimized for the purpose
of recycling PC in the form of bisphenol A and carbon carbonate. The results showed that both the methanolysis and hydrolysis
of PC could take place under moderate conditions. Under the conditions of reaction temperature 40 °C, m(PC):m(MeOH) = 1:1,
m(PC):m(NaOH) = 50:1, reaction time 35 min and using tetrahydrofuran as solvent, the methanolysis conversion of PC was almost
100% and the yield of bisphenol A was over 95%. Moreover, under the conditions of reaction temperature 100 °C, m(PC):m(H2O) = 1:0.7, m(PC):m(NaOH) = 10:1, reaction time 8 h and using 1,4-dioxane as solvent, the hydrolysis conversion of PC was
almost 100% and the yield of bisphenol A was over 94%. 相似文献
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针对国电宁夏石嘴山发电有限公司一次调频响应缓慢、调频幅度与设定值偏差较大等问题,对产生原因进行分析,提出优化方案。结果表明:数字式电液控制系统(DigitalElectronic Hydraulic control system, DEH)一次调频存在滞后环节,严重影响调频速率及调频幅度,经过参数优化后,一次调频功能满足了电网调频要求。 相似文献
1000.
钢绞线锈蚀降低了其与混凝土间的黏结性,导致钢绞线与其周围混凝土间的变形不协调,影响预应力混凝土梁的抗弯性能。采用快速锈蚀试验得到了不同锈蚀程度的16个有箍筋和无箍筋拉拔试件,通过拉拔试验得到了试件开始滑移及破坏时的拉拔力;回归了黏结折减系数与锈蚀率之间的关系式,并将其融入到预应力混凝土梁的抗弯承载力分析模型中,提出了考虑黏结性退化的锈蚀预应力混凝土梁抗弯承载力计算方法。试验结果表明:有箍筋试件的黏结强度大于无箍筋试件;随着钢绞线锈蚀水平的增大,箍筋对黏结强度退化的约束作用逐渐减小;黏结折减系数随锈蚀率的增加呈指数函数规律递减。将理论值与本文及已有文献中锈蚀预应力混凝土梁抗弯性能试验结果进行了比较,计算结果表明本方法预测精度较高,最大误差在6%以内,验证了本抗弯承载力计算方法的适用性,可为服役预应力混凝土桥梁抗弯承载力评估提供参考。 相似文献