Disposal of wastewater containing Congo Red by synthesizing layer double hydroxide in-situ

Based on the principle of synthesis, a new method was put forward to dispose Congo Red anion-containing dyestuff from wastewater and its feasibility was also examined. The principle of the method is described as follows： Mg^2＋ and Al^3＋ are hydrolyzed to form Mg/Al-LDH by adding Mg^2＋, Al^3＋ and NaOH in wastewater containing anion dyestuff, which is selectively intercalated with the interlayer of LDH in order to balance positive structural charge. While Mg^2＋ and Al^3＋ are co-precipitated to form LDH, the anion dyestuff in wastewater will be removed by LDH synthesized in-situ, as is confirmed by X-ray diffraction analysis of settlings and chemical analysis of aqueous samples. In this work, we studied the influence of Mg/Al mole ratio, pH value, time and temperature of reaction on the removal of anion dyestuff and the use of Mg and Al. The experimental results showed the maximum removal efficiency of anion dyestuff could be attained when pH value was 9.0, and Mg/Al mol ratio was 2 ： 1, reaction duration was 2 hours, and the effect of temperature was not remarkable, and the removal efficiency could reach 100%. Meanwhile, the Mg and Al added could be made good use of. This technology has the advantage of extraordinary efficiency of wastewater disposal.     

胶新铁路砂土液化区路基沉降规律研究

地震液化常给人们带来巨大损失,而剪切振动和循环荷载作用下的动力学效应常被认为是地震液化的主要原因,人们对剪切荷载作用下饱和砂土的液化问题进行了较多的研究,而对循环荷载作用下砂土液化的动力学效应研究较少。胶新铁路在DK39+000开始为高地震烈度区,DK283+550~DK283+770分布有地震可液化层,工程修建后列车动荷载的影响将会有诱发砂土液化的可能性。为了研究通车前自然沉降特征和通车后循环荷载作用下的路基沉降变形规律,本文在具体分析了砂土液化的概念和准则判别的基础上,重点分析了砂土液化区路基沉降特征,包括测试断面竖向分层沉降变形特征分析和路基水平位移特征分析。最后在试验的基础上,从理论上给出了循环荷载下砂土的本构关系。     

洪水的分类预测及优化调度

用系统聚类方法将历史洪水数据分成若干类型,并建立了模糊概率预测的隶属度回归方法。由此对未来洪水进行了分类概率预测,结果显示了来水过程具有一定的“类型可预报”的规律性。在此基础上讨论了一种Bayes实时优化调度规则并进行了数值模拟演算。     

莺歌海-琼东南盆地的有机成熟作用及油气生成模式

通过对莺歌海-琼东南盆地地质、地球化学的综合分析结合盆地动态模拟技术,系统论证了高地温梯度、强超压环境活动热流体的运移和聚集对有机质热演化和油气生成的强化作用,发现并论证了异常孔隙流体压力对有机质热演化和油气生成的抑制作用及其表现形式、动力学机制,并进行了化学动力学模拟。在此基础上,总结出高地温梯度、异常压力环境有机质的热演化和油气生成模式。     

某高速公路深挖路堑边坡的稳定性研究

本文通过某高速公路建设中，自然边坡深挖后的路堑边坡稳定性数值模拟研究，提出合理的边坡型式，分析了其变形破坏机制，指出了避免人为地质灾害的合理治理对策。同时，对相应锚杆中拉力的分布规律作了讨论。     

一种新的凸轮设计方法研究

利用样条函数理论及计算机辅助设计技术，提出了滚子从动件盘状凸轮，由理论曲线生成工作廓线的凸轮设计方法。