共查询到20条相似文献，搜索用时 31 毫秒
1.
Modeling sediment transport depends on several parameters, such as suspended sediment concentration (SSC), shear stress, and settling velocity. To assess the ability of Pulse-Coherent Acoustic Doppler Profiling (PC-ADP) to non-intrusively quantify spatial and temporal SSC and settling velocity at seabed, a field experiment was conducted in the Beibu Gulf (Tonkin Gulf), in the South China Sea. The spatial profiles and temporal variations in SSC at 1 m above bottom were derived from PC-ADP acoustic backscatter intensity determinations after being calibrated with the optical backscatter sensor (OBS) measurements at the same elevation. The PC-ADP and OBS results agreed well. The temporal settling velocity obtained from Rouse profiles agreed well with the Soulsby formula based on size information by LISST (laser in situ scattering and transmissometry). Tides and tidal currents are diurnal in the gulf. SSC increased with increasing ebb and flood flow, and it rapidly decreased with the increase of distance from the seabed. The maximum SSC at 0.16 m and 1.3 m above bottom reached 816 mg/L and 490 mg/L during spring tides, respectively. The sediments consisted of mineral particles 23-162 μm in diameter and 0.05-2.04 cm/s in settling velocity. Generally, both the SSC and settling velocity followed variations in the bottom friction. Results suggest that PC-ADP is able to provide reasonable SSC and settling velocity measurements of both profiles and time series for a long study period. 相似文献
2.
提出了一种求解Darcy流速时一类边界的处理方法.该法利用有限元方程得出一类边界节点的水力坡度和渗流速度,并且模拟了一个理想算例,结果显示解析解与数值解吻合地很好,这表明了该法的有效性. 相似文献
3.
Nonlinear numerical models of continuously stratified seas are developed for vertical sections to study the mechanism of coastal
upwelling and coastal jets in two kinds of seas: the so-called finite or closed sea bounded by two vertical coastal coasts,
without elevation of sea surface, but with a flat bottom; and the semi-infinite sea bounded by only one vertical coast, with
both an elevation of sea surface and a flat or inclined bottom. Constant wind stress in the first case, and constant wind
stress or negative wind stress curl in the second case, are abruptly imposed. The key procedure for the mathematical analysis
is to calculate the horizontal pressure gradient first by a special treatment. In the first case, the variation of horizontal
components of velocity is changed with time to show three successive time intervals. The results show that the width of baroclinic
jets depends upon (σS)1/2, and that distribution of isopycnic lines delineates the warm and cold regions. The relative importance of each term in the
equilibrium among forces is thus determined. Distribution of stream function in vertical section reveals the upper and bottom
Ekman layers. Two coastal jets are found with different alongshore velocities. The distribution of density anomalies displays
the horizontal diffusion adjustment. An unstable case appears at different surface boundary conditions. In the second case,
the vertical velocity will be stronger in the sea with less stratification, with an inclined bottom, and with a negative wind
stress curl. The horizonatal offshore velocity increases in strength in a sea with inclined bottom and with negative wind
stress curl. The vertical circulation pattern reveals the upwelling only. The distribution of density shows the isopycnic
lines lifted upward near the shores. Obviously, the range of elevation of sea surface near the shore is larger than that far
offshore. The jet width is less than the Rossby radius of deformation. A stronger jet will occur in more shallow water with
negative wind stress curl. The coastal jet does not develop when the coefficient of horizontal turbulence increases to a certain
limiting value. 相似文献
4.
《中国海洋大学学报(英文版)》2015,(6)
Wave pressure on the wet surface of a V-shaped floating breakwater in random seas is investigated. Considering the diffraction effect, the unit velocity potential caused by the single regular waves around the breakwater is solved using the finite-depth Green function and boundary element method, in which the Green function is solved by integral method. The Response-Amplitude Operator(RAO) of wave pressure is acquired according to the Longuet-Higgins' wave model and the linear Bernoulli equation. Furthermore, the wave pressure's response spectrum is calculated according to the wave spectrum by discretizing the frequency domain. The wave pressure's characteristic value corresponding to certain cumulative probability is determined according to the Rayleigh distribution of wave heights. The numerical results and field test results are compared, which indicates that the wave pressure calculated in random seas agrees with that of field measurements. It is found that the bigger angle between legs will cause the bigger pressure response, while the increase in leg length does not influence the pressure significantly. The pressure at the side of head sea is larger than that of back waves. When the incident wave angle changes from 0? to 90?, the pressure at the side of back waves decreases clearly, while at the side of head sea, the situation is more complicated and there seems no obvious tendency. The concentration of wave energy around low frequency(long wavelength) will induce bigger wave pressure, and more attention should be paid to this situation for the structure safety. 相似文献
5.
Acoustic-elastic coupled media is often encountered in most marine explorations, and accurate simulation of acoustic-elastic coupled media is of great significance. At present, the study of acoustic-elastic coupled media still assumes that the solid of the acoustic-elastic coupled media is isotropic, but this assumption is not in accordance with the actual situation. In this paper, we derive the solid media of acoustic-elastic coupled media from isotropic media to anisotropic media, and propose an acoustic-elastic coupled medium based ontransverse isotropic media with vertical symmetric axes(VTI) to improve the accuracy of forward modeling. Based on the relationship between the Thomsen parameter and the coefficient matrix of the anisotropic elastic wave equation, we transform the Thomson parameter into a velocity model with anisotropic properties. We use a staggered grid finite difference method to simulate the propagation of a wavefield in a three-dimensional acoustic-elastic coupled media. We obtain the snapshots of the wave field when the solid of the acoustic-elastic coupled media is an isotropic medium and a VTI media. When the solid of the acoustic-elastic coupled media is considered VTI media, we can observe the qP wave and qS wave that cannot be observed in the isotropic medium from the wave field snapshot. We can also find that the seismic records obtained by the method we use are more realistic. The algorithm proposed in this paper is of great significance for high-precision ocean numerical simulation. 相似文献
6.
Wei Yang Liang Zhao Peng Xu Jianlong Feng Tao Wang Qi Quan Wensheng Jiang 《中国海洋大学学报(英文版)》2013,12(4):549-556
During the two cruises in March and July of 2011, the tidal cycling of turbulent properties and the T/S profiles at the same location in seasonally stratified East China Sea (ECS) were measured synchronously by a bottom-mounted fast sampling ADCP (acoustic Doppler current profiler) and a RBR CTD (RBR-620) profiler. While focusing on the tide-induced and stratification’s impact on mixing, the Reynolds stress and the turbulent kinetic energy (TKE) production rate were calculated using the ‘variance method’. In spring, the features of mixing mainly induced by tides were clear when the water column was well-mixed. Velocity shear and turbulent parameters intensified towards the seabed due to the bottom friction. The components of the velocity shear and the Reynolds stress displayed a dominant semi-diurnal variation related to velocity changes caused by the flood and ebb of M2 tide. Stratification occurred in summer, and the water column showed a strongly stratified pycnocline with a characteristic squared buoyancy frequency of N2 ～ (1–6) × 10?3 s?2. The components of the velocity shear and the Reynolds stress penetrated upwards very fast from the bottom boundary layer to the whole water column in spring, while in summer they only penetrated to the bottom of the pycnocline with a relatively slow propagation speed. In summer, the TKE production within the pycnocline was comparable with and sometimes larger than that in the well-mixed bottom layer under the pycnocline. Considering the associated high velocity shear, it is speculated that the mixing in the pycnocline is a result of the local velocity shear. 相似文献
7.
利用双层剥层法同时对层速度和界面形态参数进行反演,并采用最小二乘法迭代求解。为了消除局部极值的影响,减少病态方程的产生,利用了 Ｍｏｎｔｅ Ｃａｒｌｏ 方法调整参数初始值。通过改变参数单位以均衡微分系数矩阵元素等措施,使这种反演方法具有较快的速度和较好的稳定性。对井底以上地层和井底以下地层均适用。 相似文献
8.
GPS速度场解的融合 总被引：4，自引：2，他引：2
利用GPS研究一个地区的地壳运动时，常常需要将该地区的几个速度场解融合为一个统一的速度场。为此，通过中国地壳运动网络的一个实例，详细介绍了融合的方法和步骤。 相似文献
9.
现代大陆动力学及构造学研究认为,壳内软弱带控制着地壳与地幔间相互作用的强弱,制约岩石圈层间的耦合关系,同时也影响地块的相互作用方式。这种耦合作用可以通过比较不同深度的形变和应力的相关特征来分析。青藏高原东南缘20～35 km的深度广泛存在低速带,有可能在现今地震及构造活动区内由壳内部分熔融承担了潜在的解耦功能。基于1999～2015年GPS坐标时间序列数据得到速度场,结合前人给出的SKS剪切波分裂数据,分析该区水平方向形变耦合特征;同时搜集莫霍面和岩石圈底面形变数据,给出垂向上的形变耦合特征。利用EGM2008重力模型的11～36阶球谐系数计算青藏高原东南缘岩石圈底面地幔对流应力场;搜集并整理2000年至今的1 131个震源机制解数据,采用区域应力张量阻尼反演法得到该区多震层应力场;进一步分析两种应力场的相关性。在ABAQUS软件中建立青藏高原东南缘岩石圈三维粘弹性有限元模型,同时加入上地壳的边界位移约束条件和底面地幔对流拖曳力加载条件,分别对水平方向和垂直方向的应力应变作分析,并给出强震剖面结果,探讨壳幔耦合强震孕育机制,据此分析青藏高原东南缘各个断层的地震危险性。研究认为,应力的不均匀发展是应变能积累的关键,同时垂向上圈层间的耦合关系极大地影响块体间的作用方式;壳内软弱带广泛发育的块体应力出现分层现象,边缘区域横向纵向应力变化明显,与之接触的上伏地壳地震危险性较高。 相似文献
10.
The propagation of long-waves, such as tidal waves from the coastal ocean into shallow estuarine waters, often produces asymmetries
of velocity and water level in time series resulting in long-wave breaking. Tian (1994) studied the mechanism of long-wave
breaking in an infinite channel with constant depth, consideringnth power bottom friction. This study is for the case of a half infinite channel with bottom slope, taking linear bottom friction
into account. The wave breaking time and wave breaking location are estimated and the criteria for long-wave breaking in this
particular case are obtained. The results obtained can also be easily applied to the case considering wind stress. 相似文献
11.
?????????????????????????GPS????????????????????????????????????????????????????????ü?????????????????????????????γ????????????????????????????????????????????????????????????ι??????GPS??????棬?о????????????? 相似文献
12.
定水头注水引起的含水层水平运动和应变 总被引：2，自引：2，他引：0
基于含水层固体颗粒与孔隙水不可压缩的假设 ,本文导出了单井注水情况下泰斯承压含水层水平运动速度与水头之间的基本关系式。然后利用注水井壁处的应力、应变边界条件 ,进一步导出了单井定水头注水引起的泰斯承压含水层水平运动速度、位移和应变解析表达式。该水平位移与应变由两部分组成 :一部分为由注水压力本身引起的经典弹性力学解项 ,它仅随半径而变化 ,与注水时间无关 ;另一部分为由地下水头变化引起的水动力学位移和应变解项。其中 ,含水层水动力学水平位移随时间加长呈指数增长特征 ,水动力学径向应变则表现为近井处拉张、远井处挤压的分区特征 ,且近井拉张区随时间加长逐渐向外扩展。单井注水含水层水动力学水平位移、应变解的导出 ,完善和发展了单孔内压经典弹性平面力学问题解 相似文献
13.
《中国海洋大学学报(英文版)》2019,(6)
An improved method for computing the three-dimensional(3 D) first-order Lagrangian residual velocity(uL) is estab-lished. The method computes tidal body force using the harmonic constants of the zeroth-order tidal current. Compared with using the tidal-averaging method to compute the tidal body force, the proposed method filters out the clutter other than the single-frequency tidal input from the open boundary and obtains uL that is more consistent with the analytic solution. Based on the new method, uL is calculated for a wide bay with a longitudinal topography. The strength and pattern of uL are mostly determined by the parts of the tidal body force related to the vertical mixing of the Stokes' drift and the Coriolis effect, with a minor contribution from the advection effect. The geometrical shape of the bay can influence uL through the topographic gradient. The magnitude of uL increases with the increases in tidal energy input and vertical eddy viscosity and decreases in terms of the bottom friction coefficient. 相似文献
14.
���ڸĽ���С�������õĵؿǴ�ֱ�α���� 总被引：1，自引：0，他引：1
??????С?????????????????α??????α???????????α????α?????????????????????????????????????С??????????????????????α????????????????????????????α????α??????????????????С???????÷??????????????????????????????α????е???α??????????????С???????÷??????????α????????????????????????????????????????????????????ú????Э?????????????Ч??????????α????α??????????α?????????????????????????GPS?????????????????÷???????????????????????α????α???????????????Ч???????????? 相似文献
15.
Internal waves play a crucial role in ocean mixing, and density perturbation and energy flux are essential quantities to investigate the generation and propagation of internal waves. This paper presents a methodology for calculating density perturbation and energy flux of internal waves only using a velocity field that is based on linearized equations for internal waves. The method was tested by numerical simulations of internal waves generated by tidal flowing over a Gaussian topography in a stratified fluid. The density perturbations and energy fluxes determined using our method that only used velocity data agreed with density perturbations and energy fluxes determined by the equation of state based on temperature data. The mean relative error (MRE) and root mean square error (RMSE) between the two methods were lower than 5% and 10% respectively. In addition, an experiment was performed to exam our method using the velocity field measured by Particle Image Velocimetry (PIV), and the setup of the experiment is consistent with the numerical model. The results of the experiments calculated by the methods using PIV data were also generally equal to those of the numerical model. 相似文献
16.
渗流域内应用拉普拉斯变换(LT)建立相应的有限分析(FAM)方程,顾及渗流域内地下水流的初始条件和边界条件,可在LT空间构成一个封闭的以水头像函数为变量的线性方程组。将此方程组所得的解,通过Stehfest数值反演公式,可归化为时间域的解(水头)。由于时间t被隐含在数值方程内,从而克服了传统数值法按时段(△t)逐步迭代的缺陷,提高了计算效率,也为用嵌入法建立地下水流管理模型提供了一条捷径。 相似文献
17.
Beta spiral technique can be used to determine the three dimensional velocity field, usually in the open ocean, as functions
of depth at a single location. This work is aimed at applying the method to the lower layers in the western boundary area
of the Pacific at two locations covered by 5 CTD stations each and then using the results to study the vertical structure
of the western boundary current in the Pacific.
Contribution No. 1776 from the Institute of Oceanology, Academia Sinica. This work is supported by NSFC (No. 4880230). 相似文献
18.
�ö�ά����Ԫ�о���ؿ��嶫��Ե�ؿǵ�ˮƽ�˶� 总被引：1，自引：0，他引：1
??1999~2001??2001~2004????????????????嶫???GPS?????????вο?????任??????????????????????????????????????????????????????????????????????????????????????????????????????????????α??λ?????????????????????????任?ο???????????????????????????????????????????????????????????????????????????????????????????????????仯????????????????????????? 相似文献
19.
目前基于野外地质调查数据自动、快速地建立区域三维地质体模型是中国全面开展三维数字地质填图的迫切需求。本文基于产状、地质界线与路线剖面等野外区域地质调查要素,提出了一种二维平面地质图及路线剖面图向三维地质体模型的快速转换方法。该方法针对无剖面约束及含剖面约束2种情形,通过地质界线区域分割、多段线仿射变换等空间几何变换处理,推估出剖面线约束的地下地质界线,基于Coons曲面构建出地质体的侧面模型;然后,通过约束三角网算法构建地质体的顶、底面模型,最终建立拓扑一致的区域地质体三维模型。基于此方法,对中国1:2.5万区域地质调查试点区域进行了区域三维地质建模实践,实现了火山口、地层、岩体、断层等典型地质构造的快速三维重建。 相似文献
20.
建立滇西北地区三维有限元地质模型,将2009~2016年GPS速度场数据作为数值模拟的位移边界条件,模拟获取该地区的构造应力场。结果表明,在楚雄至滇西北地区整体显示张性应力区;出现由“洱源鹤庆断裂-红河断裂-程海断裂”圈起的低值张性区,区域内部张性应力明显低于外部,这种张应力低值区尤其在区域四周断裂边界处,往往是地壳断裂活动的频发区;曲江断裂北端及元谋-绿汁江断裂南端出现张性应力集中区,是今后重点关注的断裂结点。 相似文献