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Natural assemblages of marine bacteria were chosen in a batch culture experiments. The impact of varying nitrogen substrate concentrations and the substrate C:N ratios (C:NS) on the bacterial C:N ratio (C:NB), the bacterial growth efficiency (BGE) and ammonium regeneration was mainly examined. The C:NS ratios varied from 5:1 (carbon limitation) to 40:1 (nitrogen limitation) with varying combinations of glucose and NO3-. The C:NB ratio had positive relationship with the C:NS ratio (r=0.93, n=8), whose value was 3.77 when the C:NS ratio was 5:1 but increased to 6.47 when the C:NS ratio was 40:1. These results indicate that the C:NB ratio is a potential diagnostic tool for determining the bacterial growth in natural waters controlled by either, carbon or nitrogen. BGE decreased with the declining nitrate concentration and negatively related to C:Ns (r=-0.51, n=8). The average value of BGE was 0.20. This value was a little lower than other reports, which could be induced by the nitrogen source used in our experiments. Finally, regeneration time of ammonium delayed with the increasing C:NS ratio, which indicates that there were different metabolism mechanisms when bacterial growth was limited by carbon source and nitrogen source.  相似文献   
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莫来石在电子,光学和高温结构中的应用已广泛以受到关注。本文介绍了以电子基板材料和红外辐射材料为应用背景下,有关莫来石基陶瓷的组成与性能间的关联研究,显示了新型莫来石材料在这些应用领域的潜在优良和良好的应用前景。  相似文献   
3.
谢洪阳  王元汉 《岩土力学》2007,28(Z1):753-758
采用双参数地基模型和基于Mindlin板理论的8节点等参单元,根据Hamilton变分原理,推导了弹性地基上弹性板动力分析的有限元公式,将地基效应和板面质量分布归并到板的刚度矩阵和质量矩阵中,采用边界元法考虑板域外地基变形的影响。分析了四边自由矩形板的自由振动和强迫振动,计算的自由振动固有频率与实测结果相近,发生共振时板的强迫振动动力响应达到峰值,在给定的阻尼比条件下,无阻尼的稳态响应与有阻尼的稳态响应趋于相同,阻尼能够显著降低板的共振响应。  相似文献   
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The settlement substrates of nona-porous abalones (Haliotis diversicolor supertexta) are covered with biofilms in which several types of microorganisms coexist and interact. These microorganisms are usually important causes of juvenile abalone disease as well as organisms useful in promoting abalones’ adhesion. The bacterial community structure of the biofilms remains unclear. The aim of this research was to determine the genetic diversity and phylogenetic affiliation of the biofilm bacteria. Total DNA of b...  相似文献   
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混凝土开裂对地基板弯矩的影响   总被引:1,自引:0,他引:1  
当前地基板的配筋设计均按弹性体计算得到的弯矩进行,这在理论上是不合理的,因为地基板是高次超静定问题,地基板开裂后其弯矩会有较大的改变。笔者通过合理模拟地基板裂缝开展过程及土.结构的相互作用,采用非线性有限单元法对地基板进行了分析,着重讨论了不同计算方法及裂缝对地基板弯矩的影响。计算结果表明,按平面问题计算得到的弯矩比按空间问题大40%左右,地基板开裂后弯矩减小,且裂缝越多,弯矩减小越多。  相似文献   
6.
采用基于Mindlin板理论的8节点等参单元和Newmark逐步积分法,对Winkler地基上的弹性薄板和厚板在移动荷载作用下的动力响应进行了分析,并与已有的薄板有限条法分析结果进行了对比。考察了荷载移动速度、地基基床系数、系统阻尼比对地基板动力响应的影响。分析结果表明,系统存在固有的共振速度,地基基床系数是确定共振速度的最重要因素,薄板与厚板的挠度响应模态有很大差异。结果证明了该方法的有效性和准确性,对实际工程有重要的应用价值。  相似文献   
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