P-25纳米TiO2在含酚废水处理方面的应用

采用室内模拟研究,以P-25纳米TiO2作为光催化剂进行了苯酚水溶液的光催化降解性能探讨,初步考察了溶液的pH、P-25纳米TiO2用量对光催化降解苯酚过程的影响,以获得P-25纳米TiO2光降解含酚废水的较好反应条件.实验结果表明,当溶液pH=8时,降解水体中苯酚效果最佳,强酸和强碱条件均不利于苯酚的降解;在pH 8的反应体系中,当光催化剂用量为0.4g/L时,催化水体中苯酚降解的效果最好.     

杂质对硝酸铵水溶液临界爆炸温度的影响

利用自制装置对含杂质的硝酸铵水溶液临界爆炸温度进行测试研究.结果表明,Cl-单独作用在一定程度上抑制硝酸铵溶液的热分解,提高了其临界爆炸温度;pH值一定时,随着Cl-浓度的增大,硝酸铵水溶液的临界爆炸温度呈指数形式降低;Cl-浓度一定时,pH值越小,硝酸铵水溶液的临界爆炸温度越低;油脂会降低硝酸铵溶液的热稳定性.该结果...     

半空间中圆柱形夹塞物对入射平面SV波的散射解析解

采用Fourier-Bessel波函数展开法,给出了半空间中地下夹塞物对平面SV波的散射解析解。借助大圆弧面近似模拟水平地表,由连续性边界条件和自由地表条件建立方程求解。通过参数分析,讨论了夹塞物本身及入射波特性对地表位移的影响规律。研究表明:夹塞物附近地表位移放大效应显著,地表位移对入射SV波频率和角度的变化比较敏感。当埋深较深时,夹塞物的散射效应可以忽略。     

层状半空间中沉积谷地对入射SV波的放大作用——时域解答

利用傅里叶变换方法,研究了层状半空间中沉积谷地对SV波的时域散射问题。首先,通过傅里叶变换将时域问题转换为离散的频域问题,针对有效频率成分采用间接边界元方法求解频域响应,再将所得频域结果进行傅里叶逆变换得到时域解答。通过与已有结果的对比,验证了方法的正确性。最后,以基岩上单一土层中沉积谷地在R icker波入射下的散射问题为例进行了数值计算分析,结果表明,沉积谷地和土层的存在都会造成振动持续时间的增长;层状半空间中沉积谷地和均匀半空间中沉积谷地对波的放大作用存在显著差别。文中分析了造成该差别的原因,并讨论了覆盖层厚度和刚度对散射效应的影响。     

基于粗糙集理想解高陡边坡稳定性模糊评价*

为评价山区公路沿线高陡边坡稳定性,保障道路行车安全,基于代数表示的粗糙集理论和条件信息熵表示的粗糙集理论,结合理想解的思想重新定义各属性重要度的确定方式,提出新的适用于山区高陡边坡的权重确定方法,并建立高陡边坡稳定性评价体系,基于模糊理论以某高速公路高陡边坡工程为研究背景,建立山区高陡边坡模糊稳定性评价模型,对边坡稳定性进行评价。研究结果表明:隶属度最大值为0.397,对应边坡稳定状态为“极不稳定”,与实际情况基本一致,验证该权重方法客观、准确,为更好评判山区公路沿线高陡边坡稳定性提出新的方法。     

面向设计的地铁车站防火安全韧性评价*

为提升地铁车站防火安全韧性,以设计方案为切入视角,基于防火安全韧性的吸收、抵抗、恢复和适应能力4个维度,构建基于ANP-熵权法面向设计的地铁防火安全韧性评价指标体系,运用逼近理想解法建立地铁车站防火安全韧性设计评价模型,通过3个已建地铁车站（青岛、沈阳、福州某地铁车站）的设计案例验证该模型的有效性和可行性。研究结果表明:3个应用案例中,沈阳某地铁车站设计防火安全韧性最高,福州某地铁车站设计防火安全韧性最低,需进一步提升防火安全能力。评价结果与各案例的实际运行阶段基本吻合,研究思路和结果对改善地铁车站的防火安全设计具有一定参考意义。     

Electrochemical reduction of Cr(VI) in the presence of sodium alginate and its application in water purification

Chromium (Cr) is used in many manufacturing processes, and its release into natural waters is a major environmental problem today. Low concentrations of Cr(VI) are toxic to human health and living organisms due to the carcinogenic and mutagenic nature of this mineral. This work examined the conversion of Cr(VI) to Cr(III) via electrochemical reduction using gold electrode in an acidic sodium alginate (SA) solution and subsequent removal of the produced Cr(III)-SA by the polymer-enhanced ultrafiltration (PEUF) technique. A solution of SA in nitric acid was used both as an electrolytic medium during the voltammetric measurements and bulk electrolysis and as an extracting agent during the PEUF technique. The electroanalysis of Cr(VI) was performed by linear sweep voltammetry in the presence of acidic SA solution to study its voltammetric behavior as a function of the Cr(VI) concentration, pH, presence of Cr(III), SA concentration and scan rate. In addition, the quantitative reduction of Cr(VI) to Cr(III) was studied through the bulk electrolysis technique.The results showed efficient reduction with well-defined peaks at approximately 0.3 V vs. Ag/AgCl, using a gold working electrode. As the pH increased, the reduction signal strongly decreased until its disappearance. The optimum SA concentration was 10 mmol/L, and it was observed that the presence of Cr(III) did not interfere in the Cr(VI) electroanalysis. Through the quantitative reduction by bulk electrolysis in the presence of acidic SA solution, it was possible to reduce all Cr(VI) to Cr(III) followed by its removal via PEUF.     

KOH活化小麦秸秆生物炭对废水中四环素的高效去除

活化是提高生物炭吸附性能的重要手段.以小麦秸秆为研究对象,KOH为活化剂,制备KOH活化生物炭（K-BC）,同时制备原状生物炭（BC）作为对照.对生物炭进行比表面积和孔径、元素分析、XPS、FTIR、Raman、XRD和pH_pzc等表征,考察KOH活化对生物炭理化性质的影响,并探究生物炭对水体中四环素的吸附性能和机制.结果表明,KOH活化之后生物炭的比表面积和孔体积可达996.4 m²·g^-1和0.45 cm³·g^-1.KOH活化会制造更多的碳结构缺陷,影响生物炭的官能团和表面电性.拟二级动力学和Langmuir模型可以较好地拟合生物炭吸附四环素的过程.环境温度升高能提高生物炭对四环素的吸附量.K-BC吸附四环素是自发、吸热和无序度增加的过程.K-BC对四环素的最大吸附量理论可达到491.19 mg·g^-1（实验温度为45℃）.结合吸附后生物炭的Raman、FTIR和XPS表征,发现孔隙填充和π-π作用是K-BC吸附四环素的主要机制,氢键和络合作用也发挥重要作用.此外,K-BC还具有良好的循环使用性能.综上所述,KOH活化小麦秸秆生物炭是有效和可行的,可用于废水中四环素的去除.     

污水土地处理水旱轮作条件下磷素在土层中迁移特征的模拟实验

为了解污水土地处理过程中不同土壤类型土壤溶液 P含量和迁移特征 ,在一种特殊的大型人工模拟土层和地下水实验装置中进行试验 .研究结果表明 :水田条件下 1.5m～ 0.5m土壤溶液 P含量极低 (≤ 0.02 mg/L ) ,但在旱地条件下 ,P含量上升至 0.045mg/L～ 0.628mg/L,P素随入渗污水向下迁移距离可达 1.1 m.在低水力负荷率和较长停留时间的运行条件下 ,1.3m以下土壤溶液和地下水的 P含量处于安全水平 .     

Modeling Flow Through a One-Dimensional Multi-Layered Soil Profile Using the Method of Lines

The vertical flow of water through horizontal layers of soil is considered using the Method of Lines. Continuity of mass principles are used to develop the interface boundary conditions, by introducing fictitious points at the interface, and the boundary conditions are handled using explicit and iterative approximations. Both the pressure based, and the water content based forms of Richards' equation are solved using the Method of Lines. The solutions obtained are compared with some particular analytic solutions obtained from the literature, and the results show that good accuracy can be achieved. It is also shown that the water content model can handle a large discontinuity at the interface when compared against the analytical solution. This result is also confirmed against a numerical example from the literature, and was effective for relatively dry initial conditions.