氯化胆碱对低盐处理下菠菜光合生理和抗氧化酶的效应   总被引：2，自引：0，他引：2  

周峰  张边江  华春  邱念伟 《华北农学报》2012,(1):164-167

用300 mg/L氯化胆碱(CC)喷施低盐处理下的非盐生植物菠菜叶片,研究了CC对不同浓度NaCl处理的菠菜光合生理和抗氧化酶活性的变化。结果表明:300 mg/L氯化胆碱喷施后,显著促进低盐处理后菠菜净光合速率和抗氧化酶系统中的超氧化物歧化酶(SOD)、过氧化物酶(POD)和过氧化氢酶(CAT)的活性,叶绿素和蛋白质含量增加,超氧阴离子(O2.-)和丙二醛(MDA)含量明显低于未经CC喷施的。这说明CC可提高菠菜的耐盐性。  相似文献   

滇池局部水体混凝净化试验研究     

朱笛 《安徽农业科学》2012,40(20):10563-10565,10616

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。  相似文献   

Chloride Transport in Splitting Cracked Concrete at Marine Tidal Zone     

JIN Zu-quan  ZHAO Tie-jun  ZHUANG Qi-chang  JIANG Jin-yang 《保鲜与加工》2012,(2):52-57

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.  相似文献   

A Modified Chloride Ion Diffusion Model in Concrete     

LIU Junli  FANG Zhi 《保鲜与加工》2012,(Z1):99-102

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.  相似文献   

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     

王海  王帅  王日为 《山东农业大学学报(自然科学版)》2012,43(2):179-183

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。  相似文献   

食品防霉剂富马酸二甲酯的合成     

孙悦  任铁强  乔庆东 《北方园艺》2012,(7):173-174

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。  相似文献   

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

CHEN Chuan-si  PANG Yu-sheng 《园艺学报》2012,28(12):2297-2300

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.  相似文献   

赤霉素和氯化胆碱对尾叶桉幼苗生长指标的影响     

邓福春  韦泳丽  杨振德  翟明普 《广西林业科学》2012,41(2):95-100

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。  相似文献   

Microcracking and Chloride Penetration of Concrete under Uniaxial Compression     

Wan Xiaomei  Su Qing  Zhao Tiejun  Ren Xinbo 《保鲜与加工》2013,(1):104-110

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.  相似文献   

Service Life Prediction of Concrete Structures under Chloride Environment     

Jiang Qiongming  Yang Lufeng  Chen Zheng 《保鲜与加工》2013,(3):57-62

The problems rendered from the conventional time marching, referring to stepwise time marching scheme (STMS) adopted in boundary element method (BEM) for chloride diffusion in concrete structures, were investigated, and a new time marching, referring to initial time marching scheme (ITMS) in BEM, was developed for evaluation of service life of the concrete structures under chloride environment. Results of the numerical examples show that the ITMS-BEM proposed can eliminate domain integral and simplify the computational model, so that the stability in iteration process can be improved, resulting in better efficiency and accuracy, compared with the STMS-BEM. It can also be concluded that the dimensions of the diffusion of chloride can affect the service life of the concrete structure significantly, which should be taken into account in structural design.  相似文献