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61.
Activated carbon was developed from sewage sludge using pyrolusite as an additive. It was demonstrated that the removal efficiency of two synthetic dyes (Tracid orange GS and Direct fast turquoise blue GL) by the produced adsorbent was up to 97.6%. The activated carbon with pyrolusite addition had 38.2% higher surface area, 43.8% larger micropore and 54.4% larger mesopore production than ordinary sludge-based activated carbons. Equilibrium adsorption isotherms and kinetics were also investigated based on dyes adsorption tests. The experimental data were analyzed by the Langmuir and Freundlich models of adsorption, and the results fitted well to the Langmuir isotherm. The kinetic data have been analyzed using pseudo-first-order, pseudo-second-order and intraparticle diffusion equation. The experimental data fitted very well with pseudo-second-order kinetic model. Activation energies for the adsorption processes ranged between 8.7 and 19.1 kJ mol 1. Thermodynamic parameters such as standard free energy (deltaG0), standard enthalpy (deltaH0) and standard entropy (deltaS0) were evaluated. The adsorption of these two dyes on the activated carbon was found to be a spontaneous and endothermic process in nature. 相似文献
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A multi-anabranch river with three braid bars is a typical river pattern in nature, but no studies have been conducted to describe mixing characteristics of pollutants in the river. In this study, a physical model of a typical multi-anabranch river with three braid bars was established to explore the pollutant mixing characteristics in different branches. The multi-anabranch reach was separated into seven branches, B1, B2, B3, B4, B5, B6, and B7, by three braid bars. Five tracer release positions located 2.9 m upstream from the inlet section of the multi-anabranch reach were adopted, and the distances from the five positions to the left bank of the upstream main channel were 1/6B, 1/3B, 1/2B, 2/3B, and 5/6B(B is the width of the upstream main channel), respectively. The longitudinal velocities and pollutant concentrations in the seven branches were measured. The planar flow field and mixing characteristics of pollutants from the bottom to the surface in the multi-anabranch river were obtained and analyzed. The results show that the pollutant release positions are the main influencing factors in the pollutant transport process, and the diversion points and pollutant release positions jointly influence the percentage ratios of the pollutant fluxes in branches B1, B2, and B3 to the pollutant flux in the upstream main channel. 相似文献
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开槽预应力闸墩应力集中特性研究 总被引:1,自引:0,他引:1
为了较好地分析开槽预应力闸墩槽附近的应力集中问题,采用有限元结构分析软件模拟了某大型水电站在施工期和运行期不同荷载组合作用下的受力情况。通过改变预留槽的位置及大小,分析闸墩的应力分布状况。最后,从弹性力学的角度,应用复变函数法对孔口附近的应力分布情况进行计算,并将变化规律与开槽预应力闸墩的应力集中情况进行了分析对比。研究结果表明,预应力闸墩因开槽而引起应力集中可以被充分利用,不仅可以提高预应力锚索的预压效果,还可以通过改善预压应力的传力路径,使其传到更为有效的部位。 相似文献
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二滩水电站发变组保护系统改造后,为满足规范所要求的低励限制能优先于失磁保护动作,提出将失磁保护的机端低电压判据、定子侧静稳极限阻抗圆判据和转子侧电压判据与低励限制曲线绘制在同一P-Q坐标系中,以验证保护装置失磁保护与低励限制的配合关系.计算结果验证了失磁保护整定值的正确性,同时证明了失磁保护动作区与低励限制之间存在一定的稳定裕度,满足低励限制优先于失磁保护动作的关系. 相似文献
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