共查询到19条相似文献，搜索用时 156 毫秒
1.
南海西部中尺度暖涡环境下汇聚区声传播效应分析 总被引：2，自引：0，他引：2
应用高斯束射线模型对南海西部中尺度暖涡环境下的汇聚区声传播效应进行了分析.结果表明,暖涡引起的声速场环境变化和海底地形变化的双重效应使汇聚区声道出现了复杂的变异.当水深大于临界深度时,涡引起的环境变化起主要作用.对于暖涡结构,涡中心产生的汇聚区距离最远;声波从涡中心向外侧传播时,汇聚区距离逐渐变小;声波从涡外侧向中心传播时,汇聚区距离逐渐变大.当水深小于临界深度时,海底地形变化起主要作用,地形变浅使汇聚区声道出现"截断效应",声道中的能量迅速衰减.在暖涡西侧,声速场的水平非均匀性与陆坡式的地形对声传播起着相反的效应.与声速结构不随距离变化的情况相比,暖涡环境使陆坡地形临界深度附近的汇聚区声道结构发生了明显的变异. 相似文献
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波浪作用下大尺径圆柱周围局部冲刷 总被引：3，自引：0，他引：3
通过系列模型试验，对波浪作用下墩柱周围局部冲刷地形及其形成机理进行了分析，认为最大冲刷深度发生在墩柱前方，与防波堤前冲淤形态类似，分为细沙型和粗沙型。在对各影响因子分析基础上，提出墩柱周围最大冲刷深度计算公式，试验资料表明，该公式与试验值有着良好的一致性。 相似文献
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运用平面二维数值模拟的方法,在长乐海上风电场B区建成之后对海域的影响进行了研究,将风电桩基概化为边长为6. 4 m的正六边形,采用网格嵌套、逐层加密的方式对研究区地形进行刻画,模型经过6个测点和1个临时潮位站实测资料的验证,表明模型结果良好,能够反映研究区潮流性质,并模拟风电场建成后对所在海域和风电桩基附近的影响。模型计算结果表明,风电场建成后对所在海域的主要影响集中在桩基附近,对流场影响主要体现在流速的变化上,在桩基根部附近,流速会因为桩基之间的束水效应增大;在桩基周围因为其阻水效应,桩基背水面和迎水面流速均会减小,且背水面流速变化范围会大于迎水面。工程会对北部两排桩基周围的余流产生10%左右的影响,产生30%数值变化的范围仅在桩基根部。 相似文献
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为研究孤立波作用下结构物周围流场特征,基于无网格SPH方法,建立孤立波与海洋结构物相互作用模型,对不同波幅孤立波作用下部分淹没矩形结构物周围波面、流速、涡量及结构受力特征进行计算分析,探索了相对波高对非淹没结构物周围流场的影响规律。结果表明:流场特征与相对波高密切相关,相对波高较小时,波面、流速、涡量及结构荷载均较为光滑,相对波高在0.2以上时,波峰爬升至结构物顶部并在越过结构物后与水槽内水体碰撞造成流场波动,波面、流速、涡量及结构荷载的波动幅度随着相对波高增大而增大,流场更加复杂,结构物水平和垂向负压也越大,且结构物周围涡分布逐渐向深度方向和下游方向发展。 相似文献
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水槽实验通常用于波浪传播变形及防波堤护面块体稳定性等研究,涉及的波要素沿水槽纵向变化且在垂直于水槽的横向保持不变。然而实验中当波长与水槽宽度满足一定关系时,可能出现明显的横向波动现象。本文针对对称指数型隆起地形,基于线性长波方程分别推导了其内沿水槽方向的纵波与垂直于水槽方向的横波的解析表达。水槽内对称指数地形上的纵波可以表示为第一类和第二类一阶贝塞尔函数的形式,并结合自由水面及速度连续条件最终得到其完整解。对称指数地形上分别存在偶对称和奇对称模态的横波,可表示为第一类ν阶贝塞尔函数的形式。偶对称模态(n, m)沿水槽方向有n条波节线,在垂直于水槽方向存在2m条波节线;奇对称模态(n, m)沿水槽方向存在n条波节线而在垂直方向有2m-1条波节线。 相似文献
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对威海九龙湾海域进行二维水动力-谱波和水动力-水质的耦合计算?分析,研究堤防建设工程前后潮流场、波浪场的变化,并对工程导致的水质变化进行数值计算、分析。潮流场的数值计算结果与实测潮位、流速、流向值进行对比,验证了该模型的准确性。计算结果表明,工程建设对海域潮流场的影响主要集中在距工程位置1.3km范围以内海域;工程建设改变了周边的波浪传播方向,使得掩护范围内的水域的波浪作用明显减弱,有利于后方岸滩的保护;施工期所产生悬浮泥沙对海洋环境的影响主要位于施工区1km范围内,其范围以外海域受到的影响不大。 相似文献
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作用于小尺度方柱上的正向波浪力 总被引：1，自引：0，他引：1
基于扩展的Morison方程和实验研究,深入分析了方柱在波浪(规则波及随机波)与水流场中的正向力受力特性,并对其水动力系数Cd及Cm随KC数和方柱迎浪方向变化的关系进行了详细的探讨,有关成果对工程实际有参考价值。 相似文献
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基于非结构网格有限体积法的环流模型,建立了相位平均的波流作用模型。模型中考虑了波浪破碎效应的三维辐射应力和波流作用下的扩散系数。通过模拟试验水池中人工岛和天然岛屿周围的波生流,对岛周围波生流的运动特征进行了分析。当波浪垂直入射到均匀斜坡上的人工岛时,岛周围产生回流和对称的环流,流速沿水深分布稍有差异。在天然岛屿中,入射波浪在近岸形成沿岸流。靠近岸线岛屿周围的沿岸流比离岸较远岛屿周围的流速大。这和辐射应力在浅水区域作用有关,岸线区域波生流特征明显。近岸岛屿周围在波浪辐射应力下产生不同的波浪增水,该波浪增水形成压力梯度进而促进岛屿周围的流态变化。 相似文献
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内孤立波具有振幅尺度大、能量集中的特点,其引起流场和密度场的迅速变化可能对海洋工程结构物以及水下潜体造成严重威胁。因此研究不同造波条件下生成的内孤立波运动的流场特征具有重要的学术意义和实际应用价值。采用直接数值模拟方法和给定的初始密度场密度跃迁函数,对重力塌陷激发内孤立波的运动过程进行研究,探讨了不同造波条件下,激发产生的内孤立波波型、涡度、振幅和水平速度等流场特征。结果表明:(1)直接模拟数值方法能够模拟内孤立波传播过程中的密度界面波型反转现象;(2)从定性和定量的角度,证实了不稳定内孤立波传播过程中存在能量的向后传递;(3)对于相同的台阶深度(水闸两侧初始密度界面的高度差),初始涡流保持相同,但是随着上下层水深比的减小,其强度下降显著;(4)台阶深度对初始涡流的垂直结构的影响要大于上下层水深比,且台阶深度对内孤立波的振幅、水平速度的影响显著。 相似文献
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This paper presents the results of an experimental investigation on three-dimensional local scour below a rigid pipeline subjected to wave only and combined wave and current conditions. The tests were conducted in a conventional wave flume. The major emphasis of the investigation was on the scour propagation speed (free span expansion rate) along the pipeline after local scour was initiated at a controlled location. The effects of flow ratio (steady current velocity vs. combined waves/current velocity), flow incidence angle and pipeline initial embedment depth on free span expansion rate were investigated. It was observed that the scour along the pipeline propagated at a constant rate under wave only conditions. The scour propagation rate decreased with increasing embedment depth, however, increased with the increasing Keuglegan–Carpenter (KC) number. Under combined wave and current conditions, the effect of velocity ratio on scour propagation velocity along the pipeline was quantified. Empirical relationships between the scour propagation rate (Vh) and key parameters such as the KC number and embedment depth (e/D) were established based on the testing results. 相似文献
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Masahiro Endoh 《Journal of Oceanography》1977,33(1):30-37
Simple numerical experiments on two-dimensional coastal upwelling are made with emphasis on the role of non-geostrophic solenoidal field of density in the formation of double-celled circulation and multi-celled density front. Geometry of shelf and slope is not taken into account. Existence of poleward undercurrent presumably caused by the longshore variation of the large scale pressure field is also suppressed for the sake of simplicity.The results are, (1) double-celled circulation revealed in the present experiment is closely related with the internal frictional layer, where the horizontal density gradient balances with the vertical gradient of the longshore velocity and the vertical diffusion of the vorticity. (2) density front formed by the emergence of the pycnocline to the sea surface is successively advected offshoreward by the Ekman transport. (3) the pycnocline intersecting the sea surface forms the density front which is nearly vertical on account of the small scale convection. The surface currents converge at the front and construct an anti-clockwise circulation (viewed from the lee side). (4) small coefficient of eddy viscosity and strong wind stress lead the Ekman transport unstable and form a multi-celled structure in the frontal region. 相似文献
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Wave interaction with a perforated wall breakwater with a submerged horizontal porous plate 总被引：1，自引：0，他引：1
This study examines the hydrodynamic performance of a new perforated-wall breakwater. The breakwater consists of a perforated front wall, a solid back wall and a submerged horizontal porous plate installed between them. The horizontal porous plate enhances the stability and wave-absorbing capacity of the structure. An analytical solution based on linear potential theory is developed for the interaction of water waves with the new proposed breakwater. According to the division of the structure, the whole fluid domain is divided into three sub-domains, and the velocity potential in each domain is obtained using the matched eigenfunction method. Then the reflection coefficient and the wave forces and moments on the perforated front wall and the submerged horizontal porous plate are calculated. The numerical results obtained for limiting cases are exactly the same as previous predictions for a perforated-wall breakwater with a submerged horizontal solid plate [Yip, T.L., Chwang, A.T., 2000. Perforated wall breakwater with internal horiontal plate. Journal of Engineering Mechanics ASCE 126 (5), 533–538] and a vertical wall with a submerged horizontal porous plate [Wu, J.H., Wan, Z.P., Fang, Y., 1998. Wave reflection by a vertical wall with a horizontal submerged porous plate. Ocean Engineering 25 (9), 767–779]. Numerical results show that with suitable geometric porosity of the front wall and horizontal plate, the reflection coefficient will be always rather small if the relative wave absorbing chamber width (distance between the front and back walls versus incident wavelength) exceeds a certain small value. In addition, the wave force and moment on the horizontal plate decrease significantly with the increase of the plate porosity. 相似文献
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S. N. Kulichkov N. D. Tsybulskaya I. P. Chunchuzov V. A. Gordin Ph. L. Bykov A. I. Chulichkov V. G. Perepelkin G. A. Bush E. V. Golikova 《Izvestiya Atmospheric and Oceanic Physics》2017,53(4):402-412
Internal gravity wave (IGW) data obtained during the passage of atmospheric fronts over the Moscow region in June–July 2015 is analyzed. IGWs were recorded using a group of four microbarographs (developed at the Obukhov Institute of Atmospheric Physics, Russian Academy of Sciences) located at distances of 7 to 54 km between them. Regularities of variations in IGW parameters (spatial coherence, characteristic scales, propagation direction, horizontal propagation velocity, and amplitudes) before, during, and after the passage of an atmospheric front over the observation network, when the observation network finds itself inside the cyclone and outside the front, are studied. The results may be useful in studying the relationships between IGW effects in different physical fields at different atmospheric heights. It is shown that, within periods exceeding 30 min, IGWs are coherent between observation points horizontally spaced at distances of about 60 km (coherence coefficient is 0.6–0.9). It is also shown that there is coherence between wave fluctuations in atmospheric pressure and fluctuations in horizontal wind velocity within the height range 60–200 m. A joint analysis of both atmospheric pressure and horizontal wind fluctuations has revealed the presence of characteristic dominant periods, within which cross coherences between fluctuations in atmospheric pressure and wind velocity have local maxima. These periods are within approximate ranges of 20–29, 37–47, 62–72, and 100–110 min. The corresponding (to these dominant periods) phase propagation velocities of IGWs lie within an interval of 15–25 m/s, and the horizontal wavelengths vary from 52 to 99 km within periods of 35 to 110 min, respectively. 相似文献
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堤前远破波运动与冲淤形态 总被引：1，自引：0，他引：1
利用数值波浪水槽,对远破波作用下堤前波浪运动进行了数值模拟。分析了堤前速度场的变化,指出堤前波浪运动在一个波周期内可分为向堤波和离堤波。波浪在距堤约L/2处破碎后向堤冲击并沿堤面爬升,称为向堤波;波浪从堤面最高处回落与向堤波相遇并破碎,称为离堤波。堤前远破波的前半个周期的向堤波速度场大于后半个周期的离堤波速度场,且堤前波浪运动在一个波周期内的前半个周期和后半个周期完全不同。床面某点(L/4,3L/4)的速度在一个波浪周期内随时间呈向堤和离堤变化,向堤速度最大值大于离堤速度的最大值。利用堤前速度场的研究成果,进一步分析了远破波作用下堤前海床冲淤形成过程,完善了冲淤机理。 相似文献
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Using a two-dimensional semi-geostrophic model. the stability of fronts near shelf break (shelfbreak font, western boundary current front) and its mechanism are studied. We find that the stability of the front is related to the frontal structure. In general, the increase of the lower layer depth lowers the unstable growth rate (a1). (1) The shelfbreak front is baroclinically unstable and ai increases with the increase of the bottom slope, different from the conclusion of Flagg and Beardsley (1978). (2) A western boundary current front with uniform vorticity in the upper layer is barotropically unstable, due to the strong horizontal shear of the mean current. The unstable growth rate of this front for a realistic topography is only one seventh of that of the flat bottom case. (3) For a western boundary current front with hyperbolic tangent structure, we find its wave propagation speed to be about 0. 5 m/s, in agreement with the observed values. The front is baroclinically unstable. (4)The unstable growth 相似文献
18.
V. Armenio 《Ocean Engineering》1998,25(10):881-905
In this paper, an improved version of the MAC method (SIMAC), recently developed at the University of Trieste, is employed for the study of the wave generation and propagation into a numerical wave tank and for the evaluation of dynamic loads over submerged fixed bodies.In the first part of the work, a numerical wave tank was developed. A pneumatic wave-maker at the left-hand side of the tank was implemented by the use of a pressure perturbation at the free surface. The pressure varies in time with a sinusoidal law. Grid sensitivity tests, checks on mass conservation and the Fourier analysis of the waves which propagate in the tank showed the effectiveness of SIMAC in treating such problems. The wave-maker was then calibrated.In the second part of the work, the dynamic loads over submerged square and rectangular cylinders were evaluated. The time records of the horizontal and vertical forces which act over the body were then treated using the Morison equation in order to derive the inertial and damping coefficients. The analysis was carried out for KC numbers ranging between 0.447 and 3.58. Numerical results satisfactorily tallied with experimental data. The analysis of the velocity field near the body evidenced the influence of vortex generation and vortex shedding on the coefficients of inertial forces. 相似文献
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A depth-integrated model for weakly dispersive, turbulent, and rotational fluid flows 总被引：2，自引：0，他引：2
A set of weakly dispersive Boussinesq-type equations, derived to include viscosity and vorticity terms in a physically consistent manner, is presented in conservative form. The model includes the approximate effects of bottom-induced turbulence, in a depth-integrated sense, as a second-order correction. Associated with this turbulence, vertical and horizontal rotational effects are captured. While the turbulence and horizontal vorticity models are simplified, a model with known physical limitations has been derived that includes the quadratic bottom friction term commonly added in an ad hoc manner to the inviscid equations. An interesting result of this derivation is that one should take care when adding such ad hoc models; it is clear from this exercise that (1) it is not necessary to do so – the terms can be included through a consistent derivation from the viscous primitive equations – and (2) one cannot properly add the quadratic bottom friction term without also adding a number of additional terms in the integrated governing equations. To solve these equations numerically, a highly accurate and stable model is developed. The numerical method uses a fourth-order MUSCL-TVD scheme to solve the leading order (shallow water) terms. For the dispersive terms, a cell averaged finite volume method is implemented. To verify the derived equations and the numerical model, four cases of verifications are given. First, solitary wave propagation is examined as a basic, yet fundamental, test of the models ability to predict dispersive and nonlinear wave propagation with minimal numerical error. Vertical velocity distributions of spatially uniform flows are compared with existing theory to investigate the effects of the newly included horizontal vorticity terms. Other test cases include comparisons with experiments that generate strong vorticity by the change of bottom bathymetry as well as by tidal jets through inlet structures. Very reasonable agreements are observed for the four cases, and the results provide some information as to the importance of dispersion and horizontal vorticity. 相似文献