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1.
The effect of biofouling on the hydrodynamic characteristics of the net cage is of particular interest as biofouled nettings can significantly reduce flow of well-oxygenated water reaching the stocked fish. For computational efficiency, the porous-media fluid model is proposed to simulate flow through the biofouled plane net and full-scale net cage. The porous coefficients of the porous-media fluid model can be determined from the quadratic-function relationship between the hydrodynamic forces on a plane net and the flow velocity using the least squares method. In this study, drag forces on and flow fields around five plane nets with different levels of biofouling are calculated by use of the proposed model. The numerical results are compared with the experimental data of Swift et al.(2006) and the effectiveness of the numerical model is presented. On that basis, flow through full-scale net cages with the same level of biofouling as the tested plane nets are modeled. The flow fields inside and around biofouled net cages are analyzed and the drag force acting on a net cage is estimated by a control volume analysis method. According to the numerical results, empirical formulas of reduction in flow velocity and load on a net cage are derived as function of drag coefficient of the corresponding biofouled netting.  相似文献   

2.
The effect of biofouling on the hydrodynamic characteristics of the net cage is of particular interest as biofouled nettings can significantly reduce flow of well-oxygenated water reaching the stocked fish. For computational efficiency, the porous-media fluid model is proposed to simulate flow through the biofouled plane net and full-scale net cage. The porous coefficients of the porous-media fluid model can be determined from the quadratic-function relationship between the hydrodynamic forces on a plane net and the flow velocity using the least squares method. In this study, drag forces on and flow fields around five plane nets with different levels of biofouling are calculated by use of the proposed model. The numerical results are compared with the experimental data of Swift et al. (2006) and the effectiveness of the numerical model is presented. On that basis, flow through full-scale net cages with the same level of biofouling as the tested plane nets are modeled. The flow fields inside and around biofouled net cages are analyzed and the drag force acting on a net cage is estimated by a control volume analysis method. According to the numerical results, empirical formulas of reduction in flow velocity and load on a net cage are derived as function of drag coefficient of the corresponding biofouled netting.  相似文献   

3.
柔性网衣作为渔业养殖的重要组成部分,其水动力的计算分析对网箱的安全使用至关重要。基于桁架模型和多孔介质模型对柔性网衣和流场单向耦合计算的数值模拟方法进行了研究。通过code_aster软件基于桁架模型计算出网衣变形后节点坐标和网衣受力,然后将节点坐标导入OpenFOAM识别出网衣变形后的多孔介质区域,并基于多孔介质模型模拟水流作用下网衣周围的流场和计算网衣的受力。为了验证模型的正确性,将不同工况对圆形网衣的数值模拟结果与物理试验数据进行比较,包括code_aster中计算的网衣变形形状、OpenFOAM模拟的网衣周围流场以及在code_aster和OpenFOAM中计算的网衣受力。计算结果表明,圆形网衣在单纯来流下变形明显,与试验结果保持一致,证明了网衣变形和水动力单向耦合方法的准确性。  相似文献   

4.
1IntroductionThe fish farming and aquaculture industry areexpanding and the demand for suitable locations forfish farms is increasing.In the future,more of thefish farms will be located offshore,as the number ofsuitable nearshore locations is limited.Futu…  相似文献   

5.
Model experiments of a floating fish cage subjected to waves and current have been performed. The objective was to study the dynamic behaviour of the fish cage model in waves and current. The fish cage model was composed of a model net, a flexible floating collar of the circular plastic type and a weight system. It was found that there are many wave periods in which cancellation of the wave-induced forces on the model occur. These cancellation wave periods are within the range of dimensioning wave periods commonly used for testing of fish farm structures and hence are important to be aware of. Large deformations of the net under realistic wave and current conditions were observed, where contact between the net and other parts of the structure were identified. This may cause damages to the net due to abrasion.  相似文献   

6.
Failure of net cage and mooring system is of great concern to the marine aquaculture industry. To avoid the structure failure in storm waves and current during typhoon events, net cage can submerge below the water surface in practice. A submersible net cage and mooring system is analyzed by numerical simulation and physical model test. The numerical model is established based on the lumped mass method and principle of rigid body kinematics. A series of physical model tests are conducted to validate the numerical model of single net cage and grid mooring system in waves and current. Numerical results correspond well with data obtained from physical model test. The results indicate that when net cage is submerged below the water surface, the deformation of net cage in waves can be improved significantly, and the tension force on the anchor line, bridle line and grid line will decrease significantly. However, the tension force on the buoy line in the submergence condition is larger than that in the floating condition. Different relative submergence ratios are also considered in our numerical simulation, and a relative submergence ratio equal to 0.1 is suggested here. The tension reduction ratio (56%) for the four-cage system is larger than that for the single-cage (52%) and double-cage systems (44%).  相似文献   

7.
对安装在海上风电钢管桩基础上的升降式网箱结构的波浪场特性进行研究,掌握升降式网箱结构内部及结构后方水体的运动特征及速度场变化情况。基于OpenFOAM软件包开发了波、流与孔隙介质结构相互作用的数值计算模型,将网箱结构按等效阻力简化为多孔介质结构,开展升降式网箱结构的波浪场特性研究。研究结果表明:网箱结构对流体具有一定的阻流作用,网箱结构内部速度场得到一定程度的减小,网箱结构背浪侧也有一定的速度衰减区域;对比网箱结构顶部不同潜深条件下的网箱结构内部流场特征,网箱结构顶部潜深在1/4D~1/2DD为水深)范围内网箱结构内部流场速度最小、流场最为稳定、速度分布均匀,网箱结构向浪侧前方和背浪侧后方流场波动较小。所得结论表明在钢管桩基础上安装升降式网箱结构时需要关注的网箱结构对流场特性的影响,充分考虑网箱结构阻力对流速的作用,掌握极端工况下升降式网箱结构保持优良养殖环境需要下潜的高度范围,以保障升降式网箱的安全。  相似文献   

8.
水流作用下渔网养殖空间变化的计算方法   总被引:1,自引:0,他引:1  
苏炜  詹杰民 《海洋工程》2007,25(1):93-100
渔网的动力分析是养殖网箱设计和优化的基础。通过把一系列杆相互铰接在一起,建立网的模型,模拟网在来流作用下的变形。作用在杆上的水动力可以通过Morison公式来计算,采用有限单元的离散方法,并利用网目合并的方法来减少总的自由度数目。模型的计算结果同试验成果做了对比,计算与试验在柔性网的变形方面,结果吻合良好。  相似文献   

9.
A numerical model of flatfish cage is built based on the lumped mass method and the principle of rigid body kinematics. To validate the numerical model, a series of physical model tests are conducted in the wave flume. The numerical results correspond well with the data sets from physical model test. The effect of weight of bottom frame, height of fish net and net shape on motion responses of fish cage and tension force on mooring lines is then analyzed. The results indicate that the vertical displacements of float collar and bottom frame decrease with the increase in the weight of bottom frame; the maximum tension force on mooring lines increases with the increasing weight of bottom frame. The inclination angles of float collar and bottom frame decrease with the increasing net height; the maximum tension force increases obviously with the increase of net height.  相似文献   

10.
网箱浮架是我国深水养殖的重要设施装备,其水动力特性直接关系其工作稳定性。文章针对3层桁架式海洋网箱浮架建立有限元模型,采用流固耦合方法对17级台风正面来流条件下的网箱浮架水动力特性展开模拟计算,并对比分析有无网衣时网箱浮架水动力特性的变化规律。结果表明:在台风正面来流的情况下,网箱浮架的饵料舱侧向支撑点、上层步道板连接管迎浪侧和中层承力结构交叉点是应力集中的主要区域;当浮架悬挂网衣结构时,其垂荡距离减小,但纵摇程度加剧,即网衣结构有利于浮架结构在垂直方向上的稳定,但增加其纵摇运动强度;当悬挂网衣结构时,由于浮架在垂直方向上更为稳定,其饵料舱侧向支撑点、上层步道板连接管迎浪侧的最大应力分别降低5.1%和3.2%,中层承力结构交叉点的最大应力变化不明显,而迎浪侧中下层连接管的最大应力降低8.7%。  相似文献   

11.
Accuracies of the benthic acoustic stress sensor (BASS) and the proposed modular acoustic velocity sensor (MAVS) are evaluated. A simple model of the hydrodynamic sources of error for acoustic current meters is presented and compared with the measured performance of BASS in a tow-tank and in field deployments. The sources of error addressed include those due to ideal flow around the sensor cage, wake effects from the support structure and transducers, vortex shedding from the cage, and electronic zero-point offsets. Electronic error dominates at velocities less than 5-10 cm/s, while flow disturbance dominates at higher speeds  相似文献   

12.
Mixing downstream of a submerged fish cage: a numerical study   总被引:2,自引:0,他引:2  
As part of the overall Hawaii Open Ocean Research Project (HOARP) a fish cage of biconical shape (OceanSpar SeaStation 3000) has been placed in the waters of the coast of Ewa, HI, to enable research on the effect of cage culture of fish in tropical waters. One of the goals of HOARP is to examine the nature of the waste product stream of the fully submerged fish cage. HOARP activities began as a research effort but now are conducted in conjunction with a commercial operator that has three cages installed. For our analysis of the impact of the farm, an estimate of the mixing downstream of an individual cage is needed to assess the potential water quality impact of the farm operation to nearby waters. Federal regulations (40 CFR 122.24) require aquaculture systems to obtain a NPDES permit if they annually produce more than 45 454 kg harvest weight (about 100 000 lbs.) of warm water fish (CWA sections 318 and 402). The current farm off Ewa meets this criterion, thus a "mixing zone" needs to be established. A CFD simulation was made to evaluate the mixing downstream of the fish cage. This mixing consists of two parts, the turbulence generated by water passing through the cage, and the vortical flow generated by the general obstruction to water flow that is caused by the cage. The small scale turbulence increases the effective diffusion, and thus increases dilution of the pollutant, within the mixing zone. Parametric studies have been made to examine the effect of current speed on the initial mixing thereby enabling an estimation of the total mixing downstream of the cage. This estimate of the effective diffusion is essential for the establishment of the boundaries of the mixing zone.  相似文献   

13.
Finite element modeling of net panels using a consistent net element   总被引:3,自引:0,他引:3  
A consistent finite element is proposed to model the hydrodynamic response of net panels to environmental loading. This equivalent net element is constructed to reproduce the drag, buoyancy, inertial and elastic forces exerted on the netting by current and waves. To evaluate the accuracy of the proposed finite element modeling, numerical predictions have been compared with the experimental observations and (simplified) analytical results of other authors. This new modeling technique has been applied to evaluate the performance of a tension leg fish cage in the open ocean environment.  相似文献   

14.
Fish cage systems are influenced by various oceanic conditions, and the movements and deformation of the system by the external forces can affect the safety of the system itself, as well as the species of fish being cultivated. Structural durability of the system against environmental factors has been major concern for the marine aquaculture system. In this research, a mathematical model and a simulation method were presented for analyzing the performance of the large-scale fish cage system influenced by current and waves. The cage system consisted of netting, mooring ropes, floats, sinkers and floating collar. All the elements were modeled by use of the mass-spring model. The structures were divided into finite elements and mass points were placed at the mid-point of each element, and mass points were connected by springs without mass. Each mass point was applied to external and internal forces, and total force was calculated in every integration step. The computation method was applied to the dynamic simulation of the actual fish cage systems rigged with synthetic fiber and copper wire simultaneously influenced by current and waves. Here, we also tried to find a relevant ratio between buoyancy and sinking force of the fish cages. The simulation results provide improved understanding of the behavior of the structure and valuable information concerning optimum ratio of the buoyancy to sinking force according to current speeds.  相似文献   

15.
Numerical experiments with a two-dimensional nonhydrostatic ocean model have been carried out to investigate the dynamical process of descending density current on a continental slope. The associated deep water formation has been also examined by tracking labeled particles. The descending flow along the continental slope occurs in the bottom Ekman layer. The net pressure gradient determining the volume transport consists of not only the pressure gradient due to density deviation but also the surface pressure gradient due to the depth-mean alongshore flow. Since these constituents have the opposite signs and strengthen each other, the oscillation with an alternation of intense up- and downslope flows appears around the shelf break. This temporal variation of the flow field causes the effective mixing on the slope between descending shelf and interior waters and forms the deep water as a mixture of them at a ratio of about 1:3. The present result is applied to the slope current around Antarctica, using velocity and density fields calculated by an ocean general circulation model. The Ekman volume transport is estimated at 0.97 Sv (1 Sv = 106 m3s–1) in the Weddell Sea, 0.35 Sv in the Ross Sea, and 1.8 Sv in total. About 70% of them is attributed to the depth-mean alongshore flow, such as the East Wind Drift and the Weddell Gyre driven by the wind. This suggests that the pressure gradient due to other factors than density deviation may play an important role in the deep and bottom water formation in the actual oceans.  相似文献   

16.
重力式网箱数值模拟时波浪理论选择   总被引:1,自引:0,他引:1  
针对重力式网箱数值模拟中波浪理论选择问题进行了专门的分析与讨论。在数值模型中分别采用线性波浪理论和斯托克斯五阶波浪理论,对重力式网箱的主要部件浮架系统和网衣系统进行模拟。通过将模拟结果与试验结果比较分析选取两种不同波浪理论对模拟结果的影响。分析结果认为在相对水深大于0.18情况下,应用线性波浪理论基本可以准确地模拟重力式网箱波浪作用下的运动和受力。  相似文献   

17.
一种基于有限元原理的养殖网箱耐流特性的数值计算方法   总被引:2,自引:1,他引:2  
对养殖网箱在海流作用下变形而导致的网箱养殖空间减少的有效把握,是网箱设计计算的核心课题之一。本文提出1种基于有限元原理的用于预测养殖网箱耐流特性的数值模拟方法,以期依据计算机模拟结果,在一定程度上代替传统的模型试验和海上实际测试,寻找提高网箱耐流特性的技术措施和解决方案。  相似文献   

18.
鲆鲽网箱结构在海中受到水流的冲击作用会发生运动与变形,针对鲆鲽鱼特有的栖底习性,为确保网底结构的稳定有必要对其进行动力分析。为此利用有限元方法建立了流场中网箱受力和变形的数学计算模型,运用该数学模型对底框中加有支撑管结构并装配方形网目网衣的鲆鲽网箱整体位移进行了数值模拟。数值模拟结果表明,网箱的网衣部分在水流作用下形态变化比较大,网底的水平位移与垂直位移随流速的增加而增大,而网箱的底框架在不同流速条件下均能保持在水平位置,且未发生明显的倾斜。由此可见,此类鲆鲽网箱具有较好的耐流性能。  相似文献   

19.
本文应用丁氏圆形台风模式,建立了太湖台风风暴流场的准三维数值模式,模型考虑了垂向涡粘系数沿水深变化和动量方程的修正,在对9711号(Winnie)台风影响下太湖各站水位验证的基础上,对太湖台风风暴流场进行了模拟计算。结果表明,该模式可对湖泊的台风风暴流进行复演和预测计算。从预测研究的角度看,基于台风模式的湖泊台风风暴流计算模式更有价值。  相似文献   

20.
本文基于三维波流耦合FVCOM-SWAVE数值模式,采用Jelesnianski参数化风场与再分析数据集ECMWF风场数据叠加而成的合成风场作为外力驱动力,模拟了1818号"温比亚"台风引起北黄海及渤海海域风暴潮增减水及波浪的生长与消减过程,进而分析该海域在"温比亚"台风作用下波浪对流速垂向分布的影响。研究结果表明:合成风场得到的风速最大值及出现时刻与实测数据符合较好,合成风场较为合理,能够为模拟波流耦合机制下海域水动力变化提供准确的风场条件;几个测站的风暴潮增水模拟结果与实测数据较为吻合,FVCOM-SWAVE耦合系统合理地再现了"温比亚"台风在黄渤海引发的风暴潮增水以及台风浪过程。此外,计算结果显示"温比亚"期间黄渤海海域最大有效波高分布于台风中心外围,且位于台风前进方向上,波浪最大有效波高值与台风强度有关;在台风过境期间,波流相互作用对近岸海域流速的垂向分布具有一定影响,考虑波流相互作用可有效提高台风风暴潮数值模拟精度。研究结果对台风灾害预报、防灾减灾及港口建筑选址具有一定的参考意义。  相似文献   

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