共查询到20条相似文献，搜索用时 250 毫秒
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切花月季白粉病的防治 总被引：2，自引：0，他引：2
白粉病是切花月季的主要病害之一,在世界各地普遍发生,温室生产时全年都可发病。该病对切花月季的危害较大,较轻的病害会引起嫩叶扭曲变形、植株长势减弱和降低切花的观赏价值;严重的病害将造成植株落叶、花蕾畸形或不能开放、枝条枯死甚至整株死亡。病原毡毛单囊壳(S p h a e 相似文献
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由胁Fusarium graminearum Schwabe引起的赤霉丝疫病(FHB)是1993年以来美国中西部地区大麦的一个主要病害。该病害使有潜力获利的大麦作物麦芽制造异常，从而大大降低了大麦作为食用籽粒的价值。造成酿酒大麦经济损失的主要原因是存在脱氧瓜萎镰 相似文献
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赤霉素2-氧化酶(GA2ox)是赤霉素降解途径的一种关键酶,在茎的伸长中起着关键作用。为探讨GA2ox-A9 (Rht18)与Rht16矮秆小麦矮化之间的关系,本研究利用同源克隆方法从硬粒小麦株高近等基因系ANW16F (含矮秆基因Rht16)和高秆材料LD222中分别分离得到GA2ox-A9-1和GA2ox-A9-2基因,并对其进行生物信息学分析和表达模式分析。结果表明,从矮秆ANW16F和高秆LD222克隆得到的GA2ox-A9-1和GA2ox-A9-2基因是位于A和B基因组的两个拷贝基因,均含有3个外显子和2个内含子,编码347个氨基酸。ANW16F和LD222的GA2ox-A9-1蛋白在第89位氨基酸残基存在差异,GA2ox-A9-2蛋白在第87位存在差异。ANW16F和LD222的GA2oxA9-1蛋白与GA2oxA9-2蛋白在第182、186、251、336位的4个氨基酸残基存在差异。GA2ox-A9为亲水性不稳定酸性蛋白,无跨膜结构,二级结构丰富,三级结构预测显示与拟南芥GA2ox 6ku3.1A蛋白的序列相似度高,GA2ox-A9-1蛋白结构完全相同,GA2ox-A9-... 相似文献
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不同施肥制度下褐土微团聚体碳氮分布变化及其对肥力的影响 总被引：5，自引：0，他引：5
经8年田间定位试验,研究了不同施肥制度下褐土及其微团聚体碳、氮分布规律,从各级微团聚体组成变化及碳、氮储量角度探讨了不同施肥制度下土壤肥力的变化实质.结果表明,不同施肥制度下土壤微团聚体组成变化各异,不施肥和单施常景NPK化肥主要是由于lO～50μm粒级碳、氮储最降低而造成土壤肥力下降;增量NPK化肥可保持肥力不降低,但投入较高;有机肥(物)料配施常量NPK化肥则主要通过增加大粒级特别是10～50μm粒级碳、氮储量而使土壤肥力水平得到提高.采用有机肥(物)料配施常量NPK化肥是改善褐土肥力的有效措施. 相似文献
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<正>当前造成西葫芦烂瓜的主要病害有灰霉病、菌核病、果腐病和软腐病。这4种病害的病原菌不同,侵染西葫芦后的症状也不同,应对症下药早防治。灰霉病病菌一般从凋萎的残花开始侵入,初期花瓣呈水渍状,后变软腐烂,并生出灰褐色霉层,使花瓣腐烂、萎蔫、脱落,之后病菌逐渐向幼瓜扩展。受害部位先变软腐烂,后着生大量灰色霉层。 相似文献
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为了解大豆节间在不同温度和外源赤霉素(gibberellicacid,GA)诱导条件下的表型变化规律,分析GA合成重要途径和挖掘调控节间的关键候选基因,本研究将大豆品种Charleston在培养箱条件和室外盆栽条件种植,进行不同温度处理和外源GA涂抹处理,利用徒手切片配合显微照相方法,分析大豆节间长度和细胞形态变化;利用液相色谱-质谱联机结合转录组测序方法分析大豆节间GA合成主要通路并挖掘调控节间生长的关键候选基因。结果表明在25℃和30℃条件下,外源涂抹不同浓度GA可以诱导大豆生长节间伸长,随着伸长量的增加,大豆节间都变得纤细。外源GA对细胞作用效果主要为促进伸长,对宽度影响不明显。高温处理对节间的伸长效果高于低温处理。本研究鉴定到GA2氧化酶基因在大豆生长节间表达和较高含量的GA19和GA53,及这2种GA下游的GA20 (活性GA前体),以及这条合成途径的活性GA产物GA3也被检测到都存在于细胞伸长区组织,说明从GA前体物质到GA53,再到GA19,通过GA20最终合成GA3是大豆节间生长的一条重要GA合成通路,进一步说明GA2氧化酶在大豆节间生长过程中有重要作用。挖掘到某些DE... 相似文献
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YANG Xi wu 《保鲜与加工》2008,(4):136-140
To prevent asphalt pavement from cracking under low temperatures and prolong its fatigue life, we tested the properties of a new type of steel fiber asphalt pavement. The tests evaluated Marshall stability, dynamic ruts, and cleavage strength under both low and normal temperature conditions. We also analyzed the anti-corrosion property of steel fiber and the factors affecting the properties of the steel fiber asphalt mixture. The steel fiber asphalt pavement was installed on a highway in Chongqing, P. R. China to investigate the construction art of the steel fiber asphalt mixture and examine its effect in field use. The test results and concrete use in the field show that the cleavage strength and flexibility of steel fiber asphalt concrete increase due to the action of steel fiber. We conclude that the anti-cracking capacity of asphalt pavement under low temperature conditions can be improved by steel fiber. The construction art of steel fiber asphalt pavement is the same as common asphalt pavement without the necessity of anti-corrosion processing for steel fiber. The research results are useful for pavement material selection in low temperature regions and heavy traffic road pavement designs. 相似文献
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为探究大攻角及桥面粗糙度对扁平钢箱梁涡振性能的影响,对寸滩长江大桥主梁进行了风洞试验。应用Matlab软件模拟桥面粗糙度变化范围,根据模拟结果选取对应的砂纸在试验中模拟桥面粗糙度,分析了攻角及桥面粗糙度对扁平钢箱梁涡振区间及幅值的影响。试验研究表明:在大攻角下扁平钢箱梁的涡振振幅和范围明显增大,对桥址位于山区等容易发生大风攻角的地区的桥梁应进行大攻角试验。扁平钢箱梁的涡振响应随着桥面粗糙度增大而减小。正攻角范围内,桥面粗糙度对涡振响应的影响随着攻角减小而增大。桥面粗糙度发生变化时,扭转涡振响应更加敏感,变化幅度大于竖向涡振响应变化幅度。 相似文献
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Under the dynamic load of vehicle, the bridge will vibrate and radiate low frequency noise which is harmful to human health. A method for predicting the low frequency noise is proposed based on the analysis of vibration of bridge deck. The prediction includes the analysis of vehicle bridge coupling vibration considering the bridge deck and the analysis of sound radiation and propagation in the air. By taking a bridge with low frequency noise as example, the vibration and sound radiation of the bridge are analyzed respectively by the current method and the previous method based on the grillage model. The results show that the prediction based on the vibration of bridge deck is more accurate. Furthermore, the measures to reduce the noise of bridge are explored, and the results indicate that a smoother road surface leads to lower noise. But when the condition of road surface is up to the extremely good standard defined by ISO, the effect of reducing the roughness of surface is not significant. Also, strengthening the crossbeam in the bridgehead is a simple and effective way to reduce the low frequency noise of bridge. 相似文献
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When paving SMA asphalt road surface, the temperature factor must be thought over which infects life-span of road surface. Winter and summer temperature distribution on a steel box girder bridge is simulated, compared with data measured on EGongYan Bridge in Chongqing and HaiCang Bridge in Xiamen. A change range of high road surface design temperature suit to China is given. 相似文献
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First of all, using the low-frequency vibration test on asphalt, rubber asphalt warehouse and their RTFOT Short-term aging products have been tested ;Secondly, application of graphic epitaxial method, Cross model and Carreau model fitting for various materials Zero shear viscosity were determined;finally, the creep of matrix asphalt recovery test, creep through phase and recovery phase of asphalt strain response calculation, obtained under the action of static Shi Zai matrix zero shear viscosity of asphalt.The study shows that: Matrix asphalt in low frequency vibration test, with the lower frequency will enter the viscosity stable stage, can use graphical extrapolation method to get the zero shear viscosity; however for RTFOT after aging of asphalt rubber, in a test condition did not enter the viscosity stability phase, not through a graphical extension method to calculate the zero shear viscosity; by Cross model fitting results greater than the same material Carreau model fitting results. 相似文献
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AH-70 road asphalt as the basis, Buton rock asphalt mixture pavement performance was studied by using six different Buton rock asphalt adding quality and six different AC20 aggregate gradation. The results show that Buton rock asphalt raw materials including the rock mineral significantly affects aggregate gradation and the pavement performance; reasonable choice OAC can significantly improve the road performance, and the road performance in the condition of 0.7%~1.3% optimum OAC is close to that of the SBS modified asphalt mixture, but Buton rock asphalt improving the water stability is limited; Buton rock asphalt optimum dosage is 23.7%, and Buton rock asphalt OAC and OAC of Buton rock asphalt raw material is almost the same. 相似文献
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In order to investigate the conditions of damage and failure of concrete-filled steel tube(CFST) arch bridges, considering the structural and mechanical characteristics of CFST arch bridges, the dual damage criteria assessment models of the various components based on deformation or strength and energy were developed. The nonlinear seismic response of CFST arch bridges was analyzed by finite element method and the fuzzy evaluation method of seismic damage based on fuzzy theory and analytic hierarchy process was studied. Finally, taking a long-span CFST arch bridge as example, the damage index of the bridge was 0.150, 0.152, 0.172 and 0.318 respectively when the seismic peak acceleration was respectively 0.1g, 0.2g, 0.4g and 0.8g. The results show that the CFST arch bridge is slightly damaged under the earthquake when the seismic peak acceleration is 0.4g, and the bridge is damaged moderately when the peak acceleration is 0.8g. 相似文献
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Based on a project of pipe truss roof framing in Chengdu, the ultimate limit state analysis is performed on cast steel joints by using FEM, in which Linear hardening elastic-plastic constitutive model is considered. The results show that, the joint has a great accumulation of plastic strain in ultimate loads, and the point of maximum stress is different from that in elastic with the development of the yielding zone. The paper propoes to use rate-type tensor for the large strain geometric nonlinear problem, shows the criterion of failure formation , and indicates that its essential to apply limit state analysis to the determination of the weakest location on cast steel joint design, which provides basis for understanding the failure modes and failure mechanism of cast steel joint and the cast steel joint design. 相似文献
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Considered strength classes of concrete, ratio of structural steel to concrete, ratio of steel tube to concrete and eccentricity ratio of load, 6 test specimens of steel tubular columns filled with structural and concrete are designed. The damage phenomena of specimens are described in detail and the failure mechanism is analyzed. The results show the initial failure of the specimens are began from the yield of steel tube, the ultimate failure are ended from the buckling of steel tube caused by the expansion of core concrete. Due to the existence of structural steel, the ductility of specimens is superior to steel tubular columns. Before the yield of steel tube, the plane cross-section assumption of specimens can be put into use. The ultimate bearing capacity of specimens is increased with the increase of strength classes of concrete, ratio of structural steel to concrete and ratio of steel tube to concrete. But the ultimate bearing capacity and ductility are decreased with the increase of eccentricity ratio. 相似文献
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Based on the latest research, we introduce asphalt foaming principles and their characteristics and analyze the influencing factors from macro and micro perspectives. The methods of designing foamed bitumen mixture, the optimum mixing water content, the influence of curing conditions, laboratory testing methods, mechanical characteristics, and the influencing factors of foamed bitumen mixture are discussed. We outline some new asphalt foaming technologies used in warm mix asphalt. Viewpoints regarding the development of foamed bitumen are put forward by analyzing the design and the evaluation methods of foamed bitumen mixture, the development and the selection of asphalt foaming additive, the improvement of the manufacture techniques of foamed asphalt, and the technology of modified asphalt foaming. 相似文献