滇池局部水体混凝净化试验研究

以滇池水体为研究对象,在研究了天然状况下水体水质的基本特性后,以FeCl3,AlCl3,FeSO4和聚合氯化铝为絮凝剂,分别探讨了4种絮凝剂对滇池水体COD和总磷的影响,并分析了不同剂量絮凝剂的加入对滇池水体COD和总磷去除的影响规律。该研究成果对滇池等湖泊水体的污染物去除有一定的理论和实际应用价值。     

Chloride Transport in Splitting Cracked Concrete at Marine Tidal Zone

The chloride ion transport in concretes with different size of splitting cracks at marine tidal zone is investigated. The splitting crack widths of concrete are about 003 mm, 005 mm, 010 mm, 015 mm and 030 mm. The cracked concrete and sound concrete are placed at marine tidal zone for 30 d, and the chloride ion content in crack zone and perimeter zone of concrete, chloride ion penetration depth and steel bar corrosion area are quantitatively determined. It is shown that splitting crack will be recovered when the concrete is unloaded in split test. And the splitting crack width of concrete should be characterized by the value of displacement sensor when the concrete is unloaded in split test. The chloride ion content of cracked concrete decreases with increased depth, and then gets to remain steady from 10 mm to the inner. The relationship between chloride ion content and crack width in the steady zone can be regressed as the exponential function and the linear function for the crack zone and the perimeter zone of concrete, respectively. Due to away from the crack zone, the influence of splitting crack width on accelerated chloride ion ingression in the perimeter zone is less than that in the crack zone. When the splitting crack width is more than 005 mm, the chloride ion penetration depth in crack plane and in vertical crack plane of concrete is 50 mm and 20 mm, respectively. And the steel corrosion area enlarges with the increasing crack width. And the chloride diffusion coefficient of cracked concrete is closely related to the resistance capacity to chloride penetration of concrete, crack density (matrix width, crack width), and chloride binding capacity of concrete. When the crack density of concrete is less than 70, the chloride diffusion coefficient of cracked concrete increases with decreased crack density linearly. The chloride penetration will accelerate near the crack zone. And the raised splitting crack width will lead to its influence area in concrete increased quickly.     

A Modified Chloride Ion Diffusion Model in Concrete

Based on the analysis of influencing factors chloride ion diffusion in concrete and the simplified model induced by Fick's second law, a chloride ion diffusion model was established, in which , the influences of water-cement ratio, humidity, time, temperature, chloride ion binding capacity of concrete and freeze-thaw cycle are taken into consideration. The Validity of the new model is verified through the comparison of results between the proposed model and the existing analytic /numerical model. Compared with the analytic model, the proposed model can consider the seasonal change of humidity and temperature,and the time-variant effect of freeze-thaw cycle.Compared with the numerical model, the computational efficiency of the proposed model is higher.     

矢车菊-3-O-葡萄糖苷与牛血清白蛋白相互作用的光谱学研究

应用紫外吸收光谱、荧光光谱和同步荧光光谱法研究了矢车菊-3-O-葡萄糖苷与牛血清白蛋白(BSA)的相互作用,结果表明:矢车菊-3-O-葡萄糖苷能使BSA发生内源荧光猝灭,属静态猝灭机理。25℃和30℃下,矢车菊-3-O-葡萄糖苷与BSA的静态猝灭速率常数分别为3.7×104 L.mol-1,4.1×104 L.mol-1,结合常数为1.1×105 L.mol-1,1.5×105 L.mol-1,结合位点数为1。根据Fòrster非辐射能量转移机理,矢车菊-3-O-葡萄糖苷与BSA之间的作用距离约为5.6 nm,能量转移效率为0.085。热力学分析表明矢车菊-3-O-葡萄糖苷与BSA存在疏水相互作用,矢车菊-3-O-葡萄糖苷对BSA构象影响较小。     

食品防霉剂富马酸二甲酯的合成

以四氯化锡为催化剂,马来酸酐和甲醇为原料,采用"一锅法"催化合成富马酸二甲酯。考察了反应时间、醇酸摩尔比、催化剂的用量对产率的影响,并进行了正交实验设计。结果表明:醇酸摩尔比对产率的影响高度显著,当甲醇与马来酸酐的摩尔比为15∶1,四氯化锡质量分数0.8g,回流反应时间2.5h,产率达88.72%。通过熔点测试和红外光谱分析,确定合成产物即是富马酸二甲酯。     

Ca2+-activated Cl- channels and pulmonary hypertension induced by high pulmonary blood flow

Pulmonary hypertension induced by high pulmonary blood flow involves a variety of complex mechanisms, including endothelial damage, pulmonary artery smooth muscle relaxation-contraction disorder and vascular remodeling. Besides, the factor of ion channels in pulmonary artery smooth muscle cells is also highly correlated to vasoconstriction. In recent years, many studies have shown that activation of Ca²⁺-activated Cl^- channels is responsible for the membrane depolarization of pulmonary artery smooth muscle cells, and plays an important role in the regulation of vascular tone and vasoconstriction. This article reviews the biophysical and pharmacological characteristics of Ca²⁺-activated Cl^- channels as well as the influence of Ca²⁺-activated Cl^- channels in high pulmonary blood flow-induced pulmonary hypertension.     

二次回归正交旋转组合设计优化21～42日龄肉仔鸡胆碱和蛋氨酸需要量

本试验以低胆碱、低蛋氨酸饲粮为基础饲粮,通过两因子二次回归正交旋转组合设计,对21～42日龄肉仔鸡胆碱和蛋氨酸需要量进行研究.试验选用21日龄爱拔益加(AA)肉仔鸡480只,随机分为12个组,其中1～8组为试验组,9～12组为中心组,每组4个重复,每个重复10只鸡,公母各占1/2.分别以胆碱和蛋氨酸为自变量,以反映肉仔鸡生长性能和屠宰性能的各项指标为因变量拟合回归方程,估计21 ～ 42日龄肉仔鸡胆碱和蛋氨酸的需要量.试验期21 d.结果表明:胆碱和蛋氨酸水平对21～42日龄肉仔鸡的平均日采食量、料重比、腹脂率和肝脂率有显著影响(P＜0.05).当胆碱水平在860～1 120mg/kg时,肉仔鸡平均日采食量随着蛋氨酸水平的增加而升高,蛋氨酸水平增至0.40％后,继续增加对平均日采食量的改善作用不明显;蛋氨酸水平在0.35％～0.42％,胆碱水平在860 ～1 120mg/kg时,肉仔鸡的料重比达到最低值;蛋氨酸水平在0.30％～0.47％时,随着胆碱水平的增加肉仔鸡腹脂率呈下降趋势;当蛋氨酸水平在0.30％ ～0.40％,胆碱水平在1 000 ～1 400mg/kg时,肉仔鸡肝脂率随着胆碱水平的增加和蛋氨酸水平的降低呈下降趋势.在本试验条件下,当胆碱水平为990 ～1 030mg/kg,蛋氨酸水平为0.40％ ～0.43％时,肉仔鸡可达到最佳生长性能;当胆碱水平为1 780～1 880 mg/kg,蛋氨酸水平为0.37％ ～0.38％时,肉仔鸡可达到最佳屠宰性能.     

赤霉素和氯化胆碱对尾叶桉幼苗生长指标的影响

采用盆栽方法,把赤霉素和氯化胆碱2种生长调节剂添加到富含微量元素的生物活性肥中,探讨这种复合制剂处理对尾叶桉幼苗生长的影响,为桉树生长调控和人工林精准化栽培提供理论依据。结果表明:喷施Lc复合药剂对尾叶桉幼苗的生长、根系的发育具有明显的促进作用。幼苗的株高、地径、生物量的增长分别比对照大36.7 cm、0.25 cm、3 g,经方差分析均有显著差异(P<0.05)。与对照相比,根冠比增加19.07%。Lc复合药剂处理后桉幼苗的分支数有所减少,但与对照相比没有显著差异(P>0.05)。此外,Lc复合药剂具有促使生物量优先分配到茎干的作用。     

氯化钠和氯化钙对玉米淀粉-瓜尔胶复配体系的影响

通过测定分析玉米淀粉-瓜尔胶复配体系在有无氯化钠和氯化钙存在条件下的糊化特性、动态与静态流变学特性,研究氯化钠和氯化钙对玉米淀粉-瓜尔胶复配体系的影响。结果表明,氯化钠和氯化钙的加入,提高了玉米淀粉-瓜尔胶复配体系的成糊温度,降低了崩解值和回升值,峰值黏度也略微下降;玉米淀粉-瓜尔胶复配体系的弹性模量G′值显著减小,黏性模量G″值的频率依赖性较大;氯化钠和氯化钙使玉米淀粉-瓜尔胶复配体系的假塑性增强,且氯化钙的作用大于氯化钠。     

Microcracking and Chloride Penetration of Concrete under Uniaxial Compression

A non-destructive method of evaluation of specific crack area was used to characterise microcracking in concrete prisms during uniaxial compression loading and unloading. Chloride profiles were also measured after the same concretes were exposed to chloride environment. The relation among microcracking, stress-strength ratio and chloride penetration of concrete were analysed based on the experimental results. Under compressive load, the apparent chloride diffusion coefficient decreases until about one third of the ultimate load. Further increase of compressive load improves the chloride diffusion coefficient again. There is a close link between microcracking and stress-strength ratio. The index of specific crack area can be used to indicate the microcracking and study chloride transport behaviour into concrete under the influence of microcracking.