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141.
Summary. Larvae of Trichoplusia ni Hübner (Lepidoptera: Noctuidae) that ingested latex from Asclepias curassavica L. (Asclepiadaceae) often regurgitated and convulsed with spasms before becoming immobile and unresponsive. Some larvae required
over a day to recover sufficiently to feed. Latices from four other plant species in three families were all deterrent, but
none caused detectable poisoning. The toxicity of A. curassavica latex was evidently due to cardenolides because pure cardenolides had similar effects when ingested by T. ni. Other species of noctuid caterpillars (Rachiplusia ou Guenée, Anagrapha falcifera Kirby, and Autographa precationis Guenée) sometimes also suffered spasms and temporary immobility when fed A. curassavica latex. A more distantly related noctuid, Spodoptera ornithogalli, was deterred by the latex, but showed no overt physiological responses at the dosage tested. T. ni larvae failed to develop on intact leaves of A. curassavica, on leaves with latex canals deactivated by midrib severance, and on excised leaves. Similarly, larvae reared on excised
A. syriaca L. leaves to the final instar died when transferred to A. curassavica leaves with either intact or severed midribs. The final instar larvae sometimes suffered from spasms and immobility even
when confined on leaves with depressurized canal systems. Evidently, cardenolides stored outside the latex system suffice
to poison larvae. We conclude that cardenolides in A. curassavica have potent physiological effects on some generalist caterpillars and that the presence of these compounds both inside and
outside laticifers effectively protects the plant.
Received 30 June 1999; accepted 18 October 1999 相似文献
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143.
在考虑流固耦合和断层活动作用的情况下,应用ADINA中流固耦合分析求解器ADINA-FSI,建立了埋地管道破坏分析的有限元模型,介绍了固体模型和流体模型的建模过程以及流固耦合计算过程、断层位移荷载加载和约束的实现以及模型参数选择等。依据计算结果,分析了管内介质及流速等参数对管道破坏的影响。管道内输送的介质密度和流速越大,管道越易破坏,故在埋地管道设计中应充分考虑管内介质的密度与流速。针对计算结果,提出了几点认识和建议。 相似文献
144.
The complex capacity of different types of organic matters (OMs) for Cu was quantitatively studied by simulation experiments using different adsorbents prepared from the sediment in Taihu Lake. The free Cu was measured with ion selective electrode (ISE) and complex capacity was calculated using a conditional formation constant model. The result indicated that the complex capacity was 0.048 mmol·g-1, 0.009 and 0.005 mmol.g-1for raw sediment, sediment without DOM, sediment without insoluble organic matters but with DOM and sediment without OM. Insoluble organic matter played a major role in the sorption of Cu in sediment and it can adsorb most Cu from water column. In the solution, Cu mainly existed as a complex with DOM and the DOM-Cu complexation capacity was 327.87 mg. g-1. The change of TOC and pH indicated ion-exchange in the interaction between free Cu and DOM. When the Cu concentration in the experiment reached the complex capacity of DOM, precipitation was the major mechanism to remove Cu from water phase, which was observed from UV absorbance change of DOM, that is, its aromaticity increased while molecular weight decreased. The desorption result indi- cated that DOM was more capable of desorbing Cu from adsorbents without OM than adsorbent with OM. The desorbed quantity with DOM was 1.65, 1.78 and 2.25 times higher than that with water for adsorbents without OM, raw adsorbents (sediment) and adsorbents without DOM. 相似文献
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148.
膨胀土地基中大比例模型桩浸水试验研究 总被引:2,自引:0,他引:2
通过对埋设在膨胀土地基中的一试桩的长时间浸水试验观测,模拟了自然降雨气候条件下单桩位移、沿桩身轴力、侧摩阻力分布、地基胀缩及其时间变化等基桩一系列工作性状和桩-土共同作用规律。试验结果显示:桩顶位移呈现出先下沉后回升并最后趋于稳定的3阶段特征;桩身全长受拉,轴力沿桩身分布呈“波峰”形态。基桩的最大轴力位于桩的中下部,轴力峰值历经由小到大的过程;中性点在浸水过程中,其位置有从桩下部上移的现象;桩侧摩阻力与桩端阻力荷载分担比随时间呈现出先减小后增大并渐趋稳定的3阶段特征。研究结果对膨胀土地基中的桩基设计和施工提供了理论依据。 相似文献
149.
研究了生物质炭、胡敏酸、石英砂之间的相互作用对BDE-47吸附行为的影响,结果表明:(1)石英砂和生物质炭的相互作用对BDE-47的吸附行为的影响不显著;(2)在低浓度条件下(Ce=0.05Sw时),石英砂可以促进胡敏酸对BDE-47的吸附作用,使胡敏酸的吸附能力提高16%;在高浓度条件下(Ce=0.25Sw时),石英砂可以抑制胡敏酸对BDE-47的吸附作用,使胡敏酸的吸附能力降低64%;(3)胡敏酸和生物质炭之间的相互作用可以抑制生物质炭-胡敏酸-石英砂体系对BDE-47的吸附作用,使整体吸附能力降低35%~38%. 相似文献
150.
Morton W. Bittinger E. Bruce Jones 《Journal of the American Water Resources Association》1972,8(2):386-390
Many important groundwater aquifers cross state and national boundaries. The flow of water in these aquifers is not influenced by the boundaries but may be materially influenced by mans activities on one or both sides of a boundary. Interstate and international problems may develop because of excessive groundwater lowering on one side of a boundary affecting water users on the opposite side of the line. Similarly, intensive groundwater development along a surface stream may influence the amount of surface water that flows across a boundary. A third type of problem may develop when pumping on one side of the boundary induces poor quality water into an aquifer on the other side of the boundary. Several specific interstate and international aquifer problems are briefly described. 相似文献