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111.
The large cylinder is a new-type structure that has been applied to harbor and offshore engineering. An analytic method of the relationship between loads and the structure displacement is developed based on the failure mode of deep embedded large cylinder structures. It can be used to calculate directly the soil resistance and the ultirnate bearing capacity of the structure under usage. A new criterion of the large cylinder structure, which discriminates the deep embedded cylinder from the shallow embedded cylinder, is defined. Model tests prove that the proposed method is feasible for the analysis of deep embedded large cylinder structures. 相似文献
112.
北黄海菲律宾蛤仔帕金虫流行病害的研究 总被引:15,自引:0,他引:15
2000年7-11月,对我国北黄海沿岸滩涂增养殖的菲律宾蛤仔Ruditapes philippinarum大规模死亡进行了研究,并对病害暴发与温度、盐度的相关性进行了探讨.利用FTM培养和组织切片方法对病害流行海域的菲律宾蛤仔进行了检测.结果表明,蛤仔体内寄生了大量病原帕金虫Perkinsus sp,感染率为20%-100%,感染强度为3-3 565 936cell/ind或2-1 670 615cell/g组织.感染强度与蛤仔大小有关,个体越小,感染程度越轻.经感染试验,进一步确定了帕金虫大量繁殖是引起蛤仔大规模死亡的原因.病害始于7月下旬,止于10月下旬;最初暴发于庄河栗子房海域,尔后逐渐向东西两侧海域蔓延.病害暴发时机主要受温度影响,高于20℃易于暴发帕金虫病害;流行范围主要受盐度影响,盐度为20-32海域适宜帕金虫病害的流行. 相似文献
113.
海湾扇贝养殖群体遗传多样性的研究 总被引:13,自引:4,他引:13
用等位基因酶的聚丙烯酰胺凝胶电泳技术,研究了大连沿岸不同生态环境条件下的大李家湾低排筏、大李家湾高排筏、凌水桥、棋盘磨4个海湾扇贝养殖群体的遗传多样性.在4个群体的7种等位基因酶和闭壳肌蛋白中均检测到了22个基因位点,各群体的多态位点比例分别为22.73%,22.73%,22.73%,18.18%(P≤0.95)和27.27%,27.27%,31.82%,36.36%(P≤0.99);杂合度观测值分别为0.064,0.071,0.075,0.069;Hardy-Weinberg平衡偏离指数分别为-0.068,-0.020,-0.032,-0.050;近交系数分别为0.568,0.565,0.487,0.550;位点等位基因有效数分别为1.102,1.109,1.143,1.122;遗传变异综合评价指数分别为0.0060,0.0071,0.0088,0.0073.海湾扇贝养殖群体遗传多样性总体水平较低,但在这4个群体中,凌水桥群体的遗传多样性水平最高,大李家湾高排筏和棋盘磨群体的遗传多样性水平较高,大李家湾低排筏群体遗传多样性水平最低. 相似文献
114.
采用RT-PCR技术和RACE技术成功克隆淡水鱼类斑鳢sGST基因cDNA全序列,推测得到氨基酸序列,初步分析其结构功能域及系统进化关系。结果表明,斑鳢sGST基因cDNA序列全长为898bp,编码225个氨基酸。斑鳢sGST与真鲷、金头鲷、鲽、黑头鲦、川鲽、大口黑鲈等最新定名为ρ型的sGST氨基酸同源性较高,ρ型sGST为水生生物所特有并共同占据进化树上独立的分枝;与大鼠、小鼠、人等哺乳动物sGST现有所有类型同源性均很低,并且在进化树上距离也较远,表明本研究成功克隆的sGST基因应属于ρ型,可能在鱼类等水生生物对水栖环境的适应上有重要作用。 相似文献
115.
为了分析海洋水体垂向水流紊动及紊动交换情况而采用了一维的海洋边界层模型(Mellor-Yamada)并利用数值实验的方法对悬沙、盐度、温度等数据进行分析。原模型未将悬沙考虑在内,本文试将它引入进去探讨由于它的存在对紊动混合特性的影响。2000年4月,Mellor将最初的模型引入了依赖于Richardson数的紊动动能耗散率。本文通过比较具有悬沙和不具有悬沙两种情况下的速度、温度和盐度垂向分布随时间的变化,分析讨论由于悬沙的存在所引发的密度层化对紊动混合作用的影响,并发现悬浮泥沙抑制了部分模拟时间的紊动混合作用。 相似文献
116.
117.
118.
A novel method for prediction of the load carrying capacity of a corroded reinforced concrete beam (CRCB) is presented in the paper. Nine reinforced concrete beams, which had been working in an aggressive environment for more than 10 years, were tested in the laboratory. Comprehensive tests, including flexural test, strength test for corroded concrete and rusty rebar, and pullout test for bond strength between concrete and rebar, were condueted. The flexural test results of CRCBs reveal that the distribution of surface cracks on the beams shows a fractal behavior. The relationship between the fractal dimensions and mechanical properties of CRCBs is then studied. A prediction model based on artificial neural network (ANN) is established by the use of the fractal dimension as the corrosion index, together with the basic intbrmation of the beam. The validity of the prediction model is demonstrated through the experimental data, and satisfactory resuits are achieved. 相似文献
119.
1 INTsoDUcrIONTemperature is one of the most impoFtant essential factors of ocean, and its verticalstructure, especially the phenomenon ofthermocline, is concerned by military and manufacturepractices at all times. There are two classes of research methods for thermocIine, statisticmethod and numerical method. In recent years, more attention has been paid to the latterwhich becomes the primary development direction. Since Munk et al (1948) pot forward1-D model of thermocline at steady sta… 相似文献
120.
Observations of fluid mud were made in the lower North Passage of the Yangtze Estuary in February 2000, on 10 -11 August 2000, on 30 - 31 August 2000 (after two strong typhoons), on 21 - 24 August 2000 (neap tide) and on 3 -6 September 2000 (mean tide) respectively. In situ data show that the fluid mud in this area consists of fine cohesive sediment (median size 7.23 μm). The formation and movement of fluid mud varied during the neap-spring and flood-ebb tidal cycle. Observations suggest that fluid mud phenomena in this area may be categorised in a three-fold manner as slack water, storm and saltwedge features. The thickness of the fluid mud layer of slack water during the neap tide ranged from 0.2 to 0.96 m, whereas during the mean tide, the thickness ranged from 0.17 to 0.73 m, and the thickness of the fluid mud layer was larger during slack water than at the flood peak. Shoals cover an area of 800 km^2 with a water depth smaller than 5 m. Erosion of these extensive intertidal mudflats due to storm action provides an abundant sediment source. This is particularly significant in this estuary when the tidal level is lower than 5 m. The lower North Passage is a typical zone of saltwater wedging, so the saltwedge fluid mud has the most extensive spatial range in the estuary. 相似文献