共查询到20条相似文献,搜索用时 93 毫秒
1.
2.
山东半岛海洋牧场潮汐特征分析 总被引:4,自引:0,他引:4
利用山东半岛15个海洋牧场的水深观测数据,比较了不同资料长度下调和分析结果的差异,并分析了包括调和常数、潮汐类型、潮差和潮汐日不等现象在内的潮汐特征的空间变化。结果显示,主要分潮调和常数估计误差随资料长度的增加逐渐减小,调和常数估计的准确性不断提高。潮汐特征的分析表明:(1)各海洋牧场中M2分潮的振幅最为显著,平均振幅为0.87m。(2)各海洋牧场潮汐类型均为以M2分潮为主导的半日潮潮型,山东半岛东部沿海海洋牧场的潮汐类型为不规则半日潮,东南沿海海洋牧场的潮汐类型则为规则半日潮。(3)各海洋牧场平均潮差与最大可能潮差空间变化趋势相同。平均潮差和最大可能潮差的最大值均出现在日照国美投礁型海洋牧场,分别为3.48m和5.70m;平均潮差和最大可能潮差的最小值出现在荣成烟墩角游钓型海洋牧场,分别为0.82m和2.27m。(4)各海洋牧场潮高不等现象均不显著,威海瑜泰游钓型海洋牧场、威海西港游钓型海洋牧场、威海刘公岛游钓型海洋牧场、荣成成山鸿源投礁型海洋牧场、荣成东楮岛游钓型海洋牧场和荣成鸿泰游钓型海洋牧场的潮时不等现象不显著,其他海洋牧场落潮历时均大于涨潮历时,表现为涨潮主导的特征。 相似文献
3.
潮汐测量与验潮技术的发展 总被引:10,自引:0,他引:10
潮汐是由各天体作用于地球上的引潮力所产生,不仅海洋中有潮汐,大气圈和地球固体部分也同样存在着潮汐。海道测量中的潮汐测量仅指海洋潮汐测量仅指海洋潮汐测量,潮汐测量的手段很多,主要包括采用水尺;浮子式、引压钟式、声学式、压力式验潮仪验潮。而GPS验潮及潮汐遥感测量等技术研究国内外正在开展。所有这些验潮技术各有自己的特点。 相似文献
4.
5.
利用海洋潮汐水位差和沿海火力电站的尾水应相结合开发和回收能量的水力电站称尾水潮汐电站。尾水潮汐电站的模式为开发利用海洋潮汐能和节约回收沿海火力电站的尾水余能提供了一条途径。该工程投资省、工期短、效益高。 相似文献
6.
我国的海洋活动逐步向远海开展,对海洋观测技术提出了新的要求。基于GNSS的动态后处理差分测量技术,提出了一种新型远距离验潮系统。建立了基于PC104总线的模块化潮汐测量系统硬件,基于LabVIEW语言开发了与验潮系统硬件相匹配的软件,实现了潮汐测量过程中数据采集、数据处理和设备监控等功能。将该系统安装于国内某大型海洋浮标,在离岸约200km的海域开展了潮汐测量实验,通过GNSS数据解算、高程修正、滤波和潮位提取等数据处理步骤得到潮位数据。将系统测量的潮位结果与经典潮汐模型的潮位模拟数据相比,发现二者具有良好的一致性,整体潮位测量精度为4.6cm。 相似文献
7.
8.
9.
10.
11.
目前业内普遍使用的机械式海流计功耗大,连续工作时间短,姿态测量精度较低,体积较大,存储容量较小,维护复杂,在需要长时间进行海洋观测使用时十分不便。针对这一实际问题,为提高海流计的性能,设计以STM32f103ZE处理器为核心,运用现代锂离子电池技术,存储技术,传感器技术,无线充电技术,无线通信技术,对机械式海流计电子电路进行了重新设计。样机测试结果表明:该设计功耗低,流向精度高,维护简单且可长时间在水下稳定工作,完全满足各种海洋作业中海流测量需求,具有很大的实用价值。 相似文献
12.
It is inevitable that marine structures suffer from corrosion and extreme cyclic loading. In order to study the influence of corrosion damage and cumulative fatigue damage on mechanical properties of marine steel, high performance steel NV-D36 was analyzed under electrochemical corrosion and cyclic loading. It was found that corrosion damage can reduce the elastic modulus, yield strength, ultimate stress and ultimate strain of steel NV-D36. And it was also found that cumulative fatigue damage will increase the ultimate stress of steel NV-D36 and reduce the ultimate strain of steel NV-D36. The effect of double damage on mechanical properties of steel NV-D36 was coupled with these two kinds of damage. The Chaboche model parameters calibrated under incremental cyclic loading scheme can exactly describe the stiffness and peak stress of steel NV-D36. 相似文献
13.
AbstractIn the coastal area, nearshore and offshore structures have been or will be built in marine soft clay deposits that have experienced long-term cyclic loads. Therefore, the mechanical behavior of marine clay after long-term cyclic loading needs to be investigated. In this research, a series of monotonic and cyclic triaxial tests were carried out to investigate the postcyclic mechanical behavior of the marine soft clay. The postcyclic water pore pressure, shear strength and secant stiffness are discussed by comparing the results with the standard monotonic test (without cyclic loading). It is very interesting that the postcyclic behavior of marine soft clay specimen is similar to the behavior of overconsolidated specimen, that is, the specimen shows apparent overconsolidation behavior after long-term cyclic loading. Then relationship between the overconsolidation ratio and the apparent overconsolidation ratio is established on the basis of the theory of equivalent overconsolidation. Finally, a validation formula is proposed which can predict the postcyclic undrained shear strength of marine soft clay. 相似文献
14.
15.
16.
Bhim Kumar Dahal Rong-Jun Zhang Ding-Bao Song 《Marine Georesources & Geotechnology》2013,31(6):755-764
AbstractThe use of soft clay and dredged marine clays as the construction material is challenging. This is because the high water content, high compressibility and low permeability of the clay causing the instability of ground and structure. This detrimental effect of soft clay can be improved by the cement solidification process, which is relatively cheap and efficient. This paper mainly focuses on the study of improvement on the mechanical behavior of cement mixed marine clay. The soil is reconstituted by using ordinary Portland cement of 5%, 10%, 15% and 20% by its mass. The study reveals that cementation of clay significantly improves the peak and residual strength of soil. Similarly, the primary yield stress of the soil is also improved from 16 to 275?kPa as cement content increases from 5% to 20%, respectively. By using statistical tools, the relationships between various parameters are established, which are very important to define the mechanical behavior of the clay. This study reveals that the yield surface of the solidified marine clay is not a smooth elliptical surface. Rather it is composed of two linear surfaces followed by a log-linear surface which can be modeled by using simple parameters obtained from triaxial tests. 相似文献
17.
Abstract On the basis of the Atterberg indexes of various sediments collected in the Mediterranean Sea, we select two major parameters indicative of the mechanical behavior of marine soils: the sedimentary facies (i.e., mechanism of deposition expressed by silt content) and the clay mineral association characterized by smectite content in the fraction finer than 2 μm. Activity and real thixotropic ability appear to be particularly important parameters in marine engineering; better values are obtained by a double test operation in distilled and marine water. 相似文献
18.
19.
In this article, the mechanical behavior of a Jiangsu marine clay was investigated by drained triaxial tests, traixial rheological tests, and one-dimensional compression and swelling tests. A visco-plastic model, the Bingham model combining two yield surfaces model, was proposed to describe the time-dependent deformation behaviors of the marine clay. The governing equation of Biot's consolidation theory for the visco-plastic soil is solved using a finite element code which incorporates the visco-plastic model. Using the finite element method, settlements of a typical embankment on the Lianxu expressway in China are calculated. Settlement calculations using the visco-plastic model are in agreement with the measured settlements in the field. The results demonstrate that the visco-plastic model is appropriate for calculating the visco-plastic deformations of Jiangsu marine clay. Theoretical and experimental studies show that the visco-plastic deformation of Jiangsu marine clay is substantial. 相似文献