共查询到20条相似文献，搜索用时 31 毫秒
1.
作者对不同内倾角海螺笼对脉红螺(Rapana venosa)的诱捕效果进行了实验研究。在实验室水槽中,观察了4种不同内倾角(35°、45°、55°和65°)的海螺笼对脉红螺的诱捕效果,同时还研究了光照和温度对海螺笼诱捕效果的影响,为优化海螺笼捕捞技术提供理论依据。实验结果表明:在相同的实验条件下,不同的内倾角对海螺笼诱捕效果影响十分显著(P<0.01),其中内倾角为45°的海螺笼诱捕效果最好,内倾角为35°和55°的海螺笼较好,而内倾角为65°的海螺笼诱捕效果则最差。同时发现,内倾角对脉红螺的个体大小具有选择性,随着内倾角的增大,壳高<7cm的个体占相应笼诱捕总数的百分比越来越小。光照对海螺笼的捕捞效果有十分显著的影响,而温度的影响则不明显。 相似文献
2.
提出利用折射率成阶跃性变化的轴棱锥产生局域空心光束(bottle beam).讨论了折射率沿径向成阶跃式减小或增加两种模型,从几何光学角度分析了它们产生bottle beam的原理,利用衍射积分理论数值模拟两种轴棱锥光传输的光场分布和不同距离处的二维光斑图,研究结果表明折射率沿径向阶跃减小的轴棱锥产生单个bottle beam,而折射率沿径向阶跃增加的轴棱锥产生具有周期再现的bottle beams.bottle beam在原子引导和囚禁、光学俘获及光镊等方面有广泛的应用, 因此本文的研究对bottle 相似文献
3.
为解决不埋深海管道在温压荷载循环作用下，轴向移动量不断累积的问题，采用数值模拟方法，在论证了钢悬链线立管（steel catenary riser，SCR）张力相比于其他因素对管道轴向移动影响更为显著的基础上，针对一端受到SCR张力作用的短管，分析了不同轴向移动消减方案的作用特点。研究表明，对管道进行锚固能有效约束其轴向移动，且在中部锚固需要的锚固力及管道内产生的有效轴向力均较小；滑动基础可通过释放一定的管道位移量来减少管中的应力累积。因此将中部锚固与端部滑动相结合可优化锚固系统，使锚固力进一步下降54%，管中最大有效轴向压力减小33%，从而最有效地消减轴向移动。 相似文献
4.
Lateral trapping in mangrove swamps is a dominant process controlling longitudinal mixing in mangrove-fringed tidal rivers. In the dry season, the effective value of the longitudinal diffusivity is increased by the trapping effect by typically two orders of magnitude, from its value in the absence of swamps. In the wet season, freshwater is trapped within the swamp and the adjoining boundary in the tidal river, for long periods following the passage of a short-lived flood. This may have important ecological implications. A fluid-mud layer appears to be created by strong tidal currents over colloidal mangrove mud. 相似文献
5.
M. Arockiasamy 《Ocean Engineering》1983,10(5):303-312
Response of a compliant platform to irregular waves is determined using finite element method. The tower is idealized by 2-D beam elements with an elastic support at the guy lines location. The flexural characteristics of the beam correspond to the four corner members of the trusses. The guying system is modelled by an axial element with linear load deformation characteristics. A computer program based on the linearized Morison's equation and the linear (Airy) wave theory, is developed to calculate the total force based on the storm wave height data at different levels of the structure. The response of the structure to random waves is based on the spectral approach. The direct and cross spectral densities of the generalized wave forces are determined and used to obtain the spectral densities of the generalized modal coordinates and mean square response at each level. Possible extension of the method is indicated to compute the evolutionary response to nonstationary wave forces. 相似文献
6.
双拱初始缺陷海底管线水平向整体屈曲数值模拟分析 总被引：1，自引：0，他引：1
为了研究具有双拱反对称初始缺陷海底管线的整体屈曲特性,采用模态分析法将最可能出现的缺陷形态引入数值分析模型中。针对管线在高温高压作用下发生整体屈曲的动态变形特征,运用显式动力数值模拟方法研究了管线整体屈曲过程中水平向变形与轴向变形随温度和内压的变化规律,建立了在整体屈曲过程中屈曲管段与滑动管段轴力的变化过程与初始缺陷形态的关系。将数值模拟结果同经典解析解和室内模型实验结果进行对比,验证了本方法的可靠性。工程算例的分析结果表明,管线整体屈曲的发生是一个由低阶向高阶发展的过程,具有双拱缺陷的管线首先发生二阶模态的整体屈曲,而后过渡到四阶模态;管线整体屈曲的变形包括屈曲段的水平向变形和滑动管段的轴向缩进,其中水平变形释放了管壁内的轴力,轴力的释放量随初始缺陷尖锐程度的降低而增大;轴向缩进变形由于受到地基土的摩阻力使滑动管段内的轴力发生累积,轴力的累积量随初始缺陷的尖锐程度的降低而增加。以上研究成果对指导实际工程具有现实意义。 相似文献
7.
水声宽带信号波形预报技术研究 总被引：1，自引：0，他引：1
为了实现远程水下目标微弱信号检测,掌握远程传输后信号波形的特征,水声宽带信号波形预报技术是研究水下信号精细化特征研究的重要突破口之一.针对宽带信号,采用波束位移射线简正波(BDRM)频域合成波形预报算法和 BELLHOP 射线时域波形预报算法,获得宽带信号远程波形预报模型,并在浅海负跃层和深海声道两种典型海洋环境下,利用上述两种宽带波形预报算法,仿真计算了宽带信号远程波形,比较了两种波形预报算法精度.结果表明,在一定条件下,两种模型具有同等计算精度,可满足不同条件下的信号波形预报需求. 相似文献
8.
A series of tests were conducted in order to investigate the shear strength and deformation behavior of methane hydrate-bearing sediments during dissociation using the thermal recovery method or depressurization method. An innovative temperature-controlled high pressure triaxial apparatus which can reproduce the in situ conditions of hydrate reservoirs was used. The results indicate that: (1) the failure strength of isotropically consolidated methane hydrate-bearing sediments which dissociated completely using the thermal recovery method is less than that of pure Toyoura sand. However, the initial stiffness and volumetric strain are higher than that of pure Toyoura sand. (2) The thermal recovery method will cause the failure of methane hydrate-bearing sediments when the axial load is higher than the strength of methane hydrate-bearing sediments after dissociation. (3) The depressurization method will not cause collapse of methane hydrate-bearing sediments during depressurization. However, water pressure recovery will lead to failure when the axial load is larger than the strength of the methane hydrate-bearing sediments after dissociation. (4) The depressurization rate shows little effect on the ultimate deformation of methane hydrate-bearing sediments, while the initial deformation rate increases with increasing depressurization rate. (5) The larger the reduction of pore pressure, the larger axial strain and volumetric strain. 相似文献
9.
Wang Deyu Zhang Shanyuan
Associate Prof. Depart of Naval Archi. Ocean Engineering Shanghai Jiaotong University Shanghai
Prof. Research Institute of Applied Mechanics Taiyuan University of Technology Taiyuan 《中国海洋工程》1996,(2)
- The shear failure of a rigid-plastic dented clamped tubular beam under the lateral impact of a mass is investigated. Both the denting and the impact point are in the middle span of the beam. It is assumed that denting does not spread during the shear sliding. Numerical results show that the axial force and lateral deflection of the beam are very small at the moment of the occurence of shear failure, which means that the finite deformation effect can be neglected in the shear failure analysis. Also, some aspects of the initial impact energy are investigated. 相似文献
10.
According to the characteristics of submerged floating tunnel anchored by tension legs,simplifying the tube as point mass and assuming that the tension leg is a nonlinear beam model hinged at both ends,the nonlinear vibration equation of the tension leg is derived.The equation is solved by the Galerkin method and Runge Kutta method.Subsequently,numerical analysis of typical submerged floating tunnel tension leg is carried out.It is shown that,the parametric vibration response of the submerged floating tunnel tension leg is related to the amplitude and frequency of the end excitation.Without considering axial resonance and transverse resonance,it is reasonable that higher order modes are abandoned and only the first three modes are considered.The axial resonance amplitude of the second or third order mode is equivalent to the first order mode axial resonance amplitude,which should not be ignored. 相似文献
11.
研究了激发态质子转移(ESPT)分子2-(2'-羟基苯基)苯并噻唑(HBT)在不同极性溶剂中的光开关行为,探讨了溶剂极性对HBT分子光开光效应的影响.揭示了光开关脉冲信号的形成原因,建立了基于光诱导HBT分子激发态非线性折射效应的皮秒全光开关的理论模型.根据对时间响应函数的理论计算和实验结果分析,确定了光开关脉冲信号下降前沿和上升后沿的形成机理以及影响因素,并提出了增强光开关信号下降前沿的关断深度,提升上升后沿的恢复速度的有效途径和方法.本文工作为制成皮秒量级关断,微秒甚至纳秒量级重新打开的快速全光开关器 相似文献
12.
本文基于海浪波折射现象和浅水波理论,提出了一种基于单景高分辨率光学遥感影像的浅海地形提取方法。首先,基于浅水波理论推导出适用于浅海区域的水深与海浪波长、频率的定量关系,针对近岸光学遥感图像复杂的海浪特征,讨论了两种海浪波长提取方法,即FFT方法和剖面线法。然后提出了基于长距离波长波动分析的海浪频率计算方法,解决了单景遥感影像的波浪频率计算难题。最后,利用单景QuickBird高分辨率光学遥感影像,以海南岛三亚湾为研究区域进行了应用实验,结果表明,对12m以浅的浅海区域,在不需要任何辅助参数的情况下,反演获得了浅海地形(DEM),经与1:25000比例尺海图的水深对比验证,地形趋势吻合良好,反演水深的均方根误差为1.07m,相对水深误差为16.2%,表明该方法适合于浅海水下地形的提取,且具有无需实测水深数据和环境参数的支持的优点。 相似文献
13.
This study proposed a method to obtain hydrodynamic forces and coefficients for a flexible riser undergoing the vortex-induced vibration (VIV), based on the measured strains collected from the scale-model testing with the Reynolds numbers ranging from 1.34E5 to 2.35E5. The riser is approximated as a tensioned spatial beam, and an inverse method based on the FEM of spatial beam is adopted for the calculation of hydrodynamic forces in the cross flow (CF) and inline (IL) directions. The drag coefficients and vortex-induced force coefficients are obtained through the Fourier Series Theory. Finally, the hydrodynamic characteristics of a flexible riser model undergoing the VIV in a uniform flow are carefully investigated. The results indicate that the VIV amplifies the drag coefficient, and the drag coefficient does not change with time when the CF VIV is stable. Only when the VIVs in the CF and IL directions are all steady vibrations, the vortex-induced force coefficients keep as a constant with time, and under “lock-in” condition, whether the added-mass coefficient changes with time or not, the oscillation frequency of the VIV keeps unchanged. It further shows that the CF excitation coefficients at high frequency are much smaller than those at the dominant frequency, while, the IL excitation coefficients are in the same range. The axial distributions of the excitation and damping region at the dominant frequency and high frequency are approximately consistent in the CF direction, while, in the IL direction, there exists a great difference. 相似文献
14.
在卫星数据反演气溶胶光学厚度产品的基础上,讨论了二次反演大气柱中气溶胶粒子密度的问题.通过理论分析,利用多波段气溶胶光学厚度提取大气柱中气溶胶粒子密度是可行的,并指出能否准确确定多波段气溶胶光学厚度会直接影响粒子密度的反演结果.定义并分析了气溶胶粒子消光体积权重系数随粒子半径的变化,表明从气溶胶光学厚度中反演大气柱中气溶胶积聚模态和粗模态粒子密度的结果是可信的.利用SeaWiFS气溶胶光学厚度产品,运用蒙特卡罗法反演了2002年我国海域上空大气柱中积聚模态和粗模态气溶胶粒子密度,结果表明,积聚模态粒子密度比粗模态的高2~3个量级,它们的空间分布趋势一致;我国近岸海域大气柱中气溶胶粒子密度高于离岸海域的;春季气溶胶粒子密度高于其他季节的,特别在黄海、东海海区是如此. 相似文献
15.
1 .IntroductionNowadays tremendous efforts have been devotedtothe analysis of randomseismic responses .Forexample ,American PetroleumInstitute (API) has declared that the analysis of randomseismic re-sponsesis a useful tool for safety inspection. Owing to the complexity of platformand randomness ofload,it is difficult to carry out the randomresponse analysis of a jacket platform. The conventionalrandomvibration methods ,such as square root of the sumof squares (SRSS) and complete quadratic… 相似文献
16.
Marine propellers usually operate in a spatially nonuniform wake and then the propeller exciting forces are produced. These exciting forces will cause serious hull vibration and noise radiation. So, there are many researches on the exciting forces of propellers. However, the effects of the shaft and blade elasticity are ignored in most studies. Therefore, firstly, considered the effects of the shaft and blade elasticity, a fluid–structure interaction dynamic model of the fluid-propeller-shaft system is established by coupled BEM and FEM. Then, based on this model, the characteristics of axial exciting force and theirs transmission mechanism to the hull via the shaft are studied. The research results show that first, there are two kinds of vibration modes for blade bending vibration: global mode and local mode. The elastic coupling effect between the blade and the shafting only affects the global mode, but hardly affects the local mode of the blade. Secondly, during the transmission of axial exciting force to the hull through the blades and shafting, only the global mode of the blades can amplify it, while the local mode cannot. These studies could provide a guideline for the optimal design of the propeller-shaft system to make the exciting force transmitted to the ship hull via the shafting be the smallest. 相似文献
17.
Sediment trapping and bypassing characteristics of a stable tidal inlet at Kaohsiung Harbor, Taiwan 总被引：2，自引：0，他引：2
Around the artificially stabilized tidal inlet that connects Kaohsiung Harbor to Taiwan Straight, 203 surficial samples of the sea floor were taken from the nearshore, in the outer harbor, and portions of the inner harbor. The bathymetry of the same area was also surveyed. The sand fraction in each sample was analyzed for the grain-size composition with a custom-built rapid sediment analyzer. A total of twenty-one size-classes were used in the analysis. Three hypothetical sediment sources were assumed to have influenced the spatial grain-size patterns in the study area: the northward and southward littoral drifts, and the sediments exported from the harbor. After reducing the influence of each hypothetical sediment source separately, the data were analyzed using empirical orthogonal (eigen) function (EOF) analysis. The results indicate that the northward long-term littoral drift is the dominant direction of sediment transport in the nearshore of the study area. A conceptual model for four different sediment trapping and bypassing patterns are proposed. (1) Excess bypass (or net outflux): this bypass pattern is characterized by the export of fine-grained sediments (mud and size classes in the very fine sand fraction) from the interior of the harbor. (2) Partial bypass (or partial trapping): this bypass pattern is represented by the size-classes in fine sand fraction. The amount of these grain sizes entering the outer harbor through the inlet is more than the amount exiting at the inlet mouth, resulting in the retention of a portion of these grain sizes. (3) Total bypass (or zero trapping): grain sizes that exhibit this bypass pattern do not come near the mouth of the inlet. These grain sizes include medium and coarse sand fractions. (4) Lag deposits: this group includes the size classes in the very coarse sand fraction, which are largely concentrated in the scour pit immediately seaward of the inlet mouth. In general, surficial sediment grain-size patterns represent a time-averaged response of the substrate to the transport processes over the time scale of at least two seasons. The differential associations of grain-size groups with various topographic features in the study area suggest morpho-textural relationships exist between the sea floor topography and grain size distribution patterns. 相似文献
18.
James Crossland 《新西兰海洋与淡水研究杂志》2013,47(3):511-516
Fish trapping experiments were carried out during 1973–75 along the north‐east coast of the North Island. The most effective trap type was the Z‐trap. Two sizes of Z‐trap were tested. Better results were obtained with the larger ones, which had an overall mean catch rate of 8.4 fish/trap day. The catch rate varied widely between areas, bottom types, and seasons. Best results were obtained in summer in depths greater than 20 m. 相似文献
19.