共查询到19条相似文献，搜索用时 156 毫秒
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基于VOF模型的OWC气室波浪场数值分析 总被引：1，自引：0，他引：1
近年来,振荡水柱形式在波能转换装置中得到了广泛应用,由于波况不同,需对气室加以研究并对其形状参量进行优化,从而使空气流速和能量转换达到最大值.利用基于VOF模型建立二维数值波浪水槽,将数值计算的振荡水柱在气室内的升沉运动与物理模型试验进行比较,验证其正确性,并将OWC气室的研究手段予以推广. 相似文献
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振荡水柱(Oscillation Water Column,OWC)是近年来发展较快的波浪能采集技术,该装置主要由箱体、振荡水柱和压缩空气柱组成,而波浪在气室内产生的压强对能量转换效率等起到决定作用。结合三维侧向开口的振荡水柱波能转换装置,基于线性波理论,采用三维Green函数法建立了气室内水气动力学性能的空气压强理论计算模型,利用多维切比雪夫(Chebyshev)多项式求解,计算结果精度高,能够准确表达波浪和结构设计参数对气室内压强影响。依据理论计算模型分析了波浪周期、波长、吃水深度、入射波幅等参数对气室内压强作用。 相似文献
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沉箱防波堤兼作岸式波力发电装置是1种新型的港工建筑物,它是集合了防波堤与岸式振荡水柱波力发电装置的共性特点设计而成.本文主要是在物理模型的基础上,研究沉箱气室捕能效果.试验中主要采集了沉箱气室内的波高、气压以及输气管的空气流速等数据. 相似文献
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近年来的现场观测和理论研究发现, 次中尺度现象广泛存在于上层海洋, 其产生与锋生作用及混合层斜压不稳定存在密切联系。本文利用高分辨率的数值模拟结果并结合动力学及能量诊断分析, 对黑潮延伸体海域次中尺度过程的季节变化进行了探讨。探讨结果表明, 黑潮延伸体海域次中尺度过程具有冬季最强, 春季和秋季次之, 夏季最弱的显著季节变化特征。基于冬、夏季次中尺度能量源的诊断可以看到, 这些季节变化特征主要与上层海洋的斜压不稳定和锋生作用有关。冬季, 黑潮延伸体海域的中尺度能量较弱, 但次中尺度过程在季节尺度上表现最为活跃, 这主要与混合层斜压不稳定的作用有关; 夏季, 黑潮延伸体海域的混合层较浅, 次中尺度过程较弱, 但中尺度涡旋活跃, 中尺度流场变形引起的锋生作用对夏季次中尺度现象的产生具有重要影响。在次中尺度能量的季节变化方面, 冬季次中尺度过程从中尺度过程汲取能量的速率远高于夏季, 这是冬季次中尺度过程比夏季更为活跃的主要原因。本文研究结果有助于加深对黑潮延伸体海域次中尺度过程季节性变化及其动力机制的理解。 相似文献
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《中国海洋大学学报(自然科学版)》2017,(7)
振荡水柱式波能发电系统中波能转换主要结构气室能将入射波能转换为往复振荡的空气动能从而实现能量一次转换,该过程的气室压强研究对发电系统设计具有重要意义。因此针对"引浪板"和"引浪通道"的三维侧向开口固定式振荡水柱波能转换系统,采用三维Green函数法建立了气室内水气动力学性能的压缩空气压强理论计算模型。计算时为了满足压强与速度连续条件,响应脉动源与扰动脉动源两者在交界面上需要相互匹配;同时为了能够精确快速地求解三维Green函数,采用了多维切比雪夫(Chebyshev)多项式和渐近展开式快速近似计算方法。计算结果表明所用方法简单可靠,同时计算结果可应用于振荡水柱波能发电系统性能预测及相关问题研究。 相似文献
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利用2000年5月6日至6月17日在西沙海域进行的第二次南海海-气通量观测资料,计算了南海季风爆发前后海洋-大气间的辐射收支、感热通量、潜热通量及海洋热量净收支;发现季风爆发后海-气热量交换突然发生变化,其中潜热通量、海洋热量净收支变化尤为显著。讨论了季风爆发前后各种天气过程影响下海-气热量、水汽交换特点和海洋热量净收支变化,说明季风爆发前海洋是一个能量积累过程,季风爆发期海洋是一个能量释放过程,季风中断期海洋是一个能量再积累过程;季风爆发后西南大风期持续时间和强度,强烈影响水汽蒸发量大小,进而影响我国大陆上夏季降水,通过南海与阿拉伯海、孟加拉湾、西太平洋暖池等不同海域资料对比,分析了它们在海-气热量交换上的差别,指出这种差别是爆发后南海SST基本稳定而阿拉伯海、孟加拉湾SST明显降低的主要原因。 相似文献
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洋-陆转换与耦合过程 总被引：1，自引：0，他引：1
洋-陆转换/耦合地带就是大陆与大洋岩石圈转换/耦合的特殊构造地带。探索该区动力学对于深入理解人类密集区的地质过程具有重要的意义。这里洋-陆转换/耦合过程不是指陆壳向洋壳或陆幔向洋幔之间的物质转换,因洋壳向陆壳或洋幔向陆幔的物质转换过程也是不可逆的,而是特指构造动力作用或能量的转换交接过程。洋-陆转换/耦合带的狭义定义为被动大陆边缘的陆壳明显减薄到洋壳出现的深水区;但广义定义包括上述被动陆缘裂解作用涉及的区域范围,或是大洋岩石圈俯冲作用所能影响到的区域,其核心依然是俯冲带和/或大陆边缘,也就是说,其内涵是俯冲带和大陆边缘概念的总和,包涵浅部的地理要素和深部的地质因素。当前,对于洋-陆转换/耦合带的国际关注点很多,国际地学前沿问题较多,其中主要侧重以下几个方面:(1)物质:洋内弧形成与初始陆壳生成、俯冲脱水-相变、岩浆工厂、变质工厂;(2)结构:俯冲带类型、分段性、洋-陆转换/耦合带变形型式、地幔楔精细对流结构、俯冲面糙度-孔隙度-渗透率时空特征;(3)过程:俯冲过程、构造跃迁、构造转换、深部底侵、拆沉、高压-超高压岩石剥露、弧后扩张过程、板片窗、俯冲侵蚀与增生、物质迁移-转变-运聚、多圈层耦合过程;(4)机制:俯冲起源与板块机制起源、陆缘互换机制、地震触发机制、深部拆沉与底侵动力学机制、大陆裂解与(火山型和非火山)被动陆缘形成、洋-陆转换/耦合带构造跃迁机制、高压-超高压岩石剥露新机制、岩浆动力学、主动与被动俯冲机制、海山俯冲;(5)效应:源-汇效应、地表地形过程与深部流变关联、板片窗的构造-岩浆-成矿效应、边缘海盆地与资源-能源效应、俯冲与地震-海啸-滑坡灾害链。西太平洋和印度洋更是我国走向深海大洋、实现"海洋强国"的关键海域,蕴含着诸多中国的国家利益,也具有极其丰富的洋-陆转换/耦合过程的关键科学问题。现阶段可初步概括为以下几点:(1)板块重建的洋陆转换/耦合带检验;(2)深部过程(底侵-拆沉)与机制;(3)西太平洋陆缘构造体制和机制转换;(4)俯冲带分段性、过程与地震触发机制;(5)地表地形过程与深部流变、岩石圈强度关联;(6)地史期间的板片窗及其构造-岩浆-成矿效应;(7)洋陆转换/耦合带变形型式、构造跃迁和机制;(8)俯冲脱水、岩浆工厂与岩浆动力学;(9)边缘海盆地与资源、能源和灾害;(10)西太平洋板块格局与华北克拉通破坏;(11)太平洋板块格局与华南大陆再造;(12)印度洋过程重建与青藏高原隆升;(13)东亚地史期间的洋陆转换/耦合过程。 相似文献
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2011-2014年中国北极物理海洋学的研究进展 总被引：2，自引：1，他引：1
过去十几年北极的快速变化以海冰变化为主要特征。然而,在冰-海-气变化系统中海洋起着关键性的作用。海洋是北极变化的关键因素,不仅影响着海冰的融化与冻结等过程,而且是大气变化的主要能量来源。在北极海冰快速变化的背景下,北冰洋的海洋特征也发生了一系列的变化。第四次国际极地年之后我国在北极科学研究中取得了一系列的进展,本文从北冰洋水团、锋面、海流等主要水文现象,以及上层海洋结构等方面,总结了2011-2014年我国在北极物理海洋学方面取得的一系列成果。 相似文献
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为了解决振动水柱式波浪能转换装置收集多向波浪问题,本文设计了半球形多向聚合波道振荡水柱气室结构,以适合远海单点波浪能采集和发电。在规则波正向入射条件下,基于流体仿真分析软件(FLUENT)、流体动力学连续性假设和粘性不可压缩流体动量守恒的运动方程(Navier-Stokes方程)建立半球形振荡气室和三维数值波浪水槽模型。仿真结果表明:增设气室后壁,合理设计波道开口角度实现多向迎波捕获波浪能,优化前壁形状可降低波浪触底反射带来的能量耗散,同时提高了气室内空气压强和出气口速度,有效提升波浪能俘获效率,为后续发电的二次能量转换提供高效的空气动力。 相似文献
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In recent times, self-rectifying axial-flow air turbines are being widely employed in oscillating water column (OWC) wave energy converters (WEC). The steady performance of air turbines has been systematically investigated in previous studies. However, there still exists a lack of information on their unsteady performance, such as in the self-starting characteristics and subsequent running behavior. In this study, the unsteady behavior of impulse turbine under various constant-flow conditions is investigated. Experimental studies were conducted to investigate the effects of constant-load on the variations in the rotation speed, the pressure drop and the torque output of the turbine starting from rest. A fully passive flow-driving numerical model is employed for further detailed analysis of the flow and pressure fields. Followed by a well-agreed validation using the corresponding experimental data, the three dimensional (3D) transient model is used to study the effects of the air-flow velocity magnitude and the rotors’ moment of inertia on the self-starting performance of the turbine. Except for the variations in the rotation speed, the pressure drop and the pneumatic torque, the distributions of the flow-field and the pressure over the blades at specific time-points are analyzed. 相似文献
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The performance of an oscillating water column (OWC) wave energy converter depends on many factors, such as the wave conditions, the tidal level and the coupling between the chamber and the air turbine. So far most studies have focused on either the chamber or the turbine, and in some cases the influence of the tidal level has not been dealt with properly. In this work a novel approach is presented that takes into account all these factors. Its objective is to develop a virtual laboratory which enables to determine the pneumatic efficiency of a given OWC working under specific conditions of incident waves (wave height and period), tidal level and turbine damping. The pneumatic efficiency, or efficiency of the OWC chamber, is quantified by means of the capture factor, i.e. the ratio between the absorbed pneumatic power and the available wave energy. The approach is based on artificial intelligence—in particular, artificial neural networks (ANNs). The neural network architecture is chosen through a comparative study involving 18 options. The ANN model is trained and, eventually, validated based on an extensive campaign of physical model tests carried out under different wave conditions, tidal levels and values of the damping coefficient, representing turbines of different specifications. The results show excellent agreement between the ANN model and the experimental campaign. In conclusion, the new model constitutes a virtual laboratory that enables to determine the capture factor of an OWC under given wave conditions, tidal levels and values of turbine damping, at a lower cost and in less time than would be required for conventional laboratory tests. 相似文献
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分析了气动式波浪发电透平的特点、运行环境以及透平与振荡气流之间的相互作用过程,提出了描述透平稳态特性和动态特性的参数以及描述透平运动性能的特性曲线,推导得出透平的稳态最佳工作点,最后提出了透平的匹配设计方法。该设计模型的建立,对波浪透平的研究和设计具有较重要的指导意义 相似文献
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In order to study the effects of coastline on wave power absorption, we describe here a linearized theory of an oscillating water column (OWC) installed on a straight coast. The sea depth is assumed to be constant and the coast is a vertical cliff. The column is a vertical circular cylinder half embedded in the cliff and open on the seaside. Forced by incident waves from any direction, the water surface inside pushes the dry air above through a Wells turbine system to generate power. Carrying out the linearized theories of radiation and diffraction analytically, we calculate the coefficients of apparent mass and radiation damping, and the chamber pressure. Optimum absorption efficiency is examined under the constraint of constant chamber volume. Results are compared with a parallel study of an OWC installed either offshore or at the tip of a thin breakwater. 相似文献
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《中国海洋工程》2021,(3)
A structure scheme of a pile-based breakwater with integrated oscillating water column(OWC) energy conversion chamber was proposed, and four structure forms had been designed. Based on the physical test, the variations of the reflected wave height, the transmitted wave height, the air velocity at the outlet of the chamber, the air pressure and the wave height in the air chamber were studied under the conditions of different wave heights, periods, with or without elliptical front wall and the baffles on both sides of the chamber. Moreover, based on the results, the changes and relationship between the wave-eliminating effect and energy conversion effect of the scheme were analyzed. In general, it turns out, the transmission coefficients of the four structure forms are kept below 0.5. Furthermore, the transmission coefficients of the structural forms G2, G3, and G4 were all smaller than 0.4, and it is only 0.1 at its smallest. Thereinto, in general, the structure form G4 has the best wave-eliminating and energy conversion performance. At the same time, when the wave steepness is 0.066, the energy conversion and wave dissipation effect of the four structure forms is the best. The research results could be provided as the reference for the design structure selection of pile-based breakwater with integrated OWC energy conversion chamber. 相似文献
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Michael E. McCormick 《Ocean Engineering》1976,3(3):133-144
The analysis of a pneumatic-type wave-energy conversion buoy is developed assuming independence of the buoy heaving motion and the motion of the water column within the center pipe. Results of the analysis are then compared with experimental data in a study of the relative air velocity within the turbine passage. The results compare very well. The effect of the variation of the center pipe length is found to be significant for periods about the surge chamber resonance but is negligible in the neighborhood of the heaving resonance period. Further, the theory is applied to a prototype buoy study of the U.S. Coast Guard, and a dimensionless design curve is developed from the results of the prototype analysis. 相似文献
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The paper presents a concept of a wave energy converter and the numerical model to calculate the hydrodynamic responses in waves and the power produced by the power take off system. The system consists of an asymmetric floater with an interior U-tank partially filled with water and two lateral air chambers connected by a duct. The motion of the U-shaped oscillating water column, mainly induced by the rolling of the floater, forces the air through the duct where a Wells turbine is installed to absorb the wave energy.The wave-floater hydrodynamics is calculated with a Green's function panel method, while the oscillating water column motions hydro-mechanics are derived from the one-dimensional Euler's equation. The dynamics of the Wells turbine is realistically represented by one additional differential equation on the unknown air pressure fluctuation. This equation is derived assuming small amplitude motions of the water column and assuming the linear isentropic relation is valid for the air thermodynamics in the air chambers. The Wells turbine is characterized by a drastic drop of efficiency above a critical pressure value due to stalling on the blades. The effect of a by-pass valve to prevent stalling is introduced in the numerical model in a simplistic way. The numerical model is implemented and tested for a wave energy converter with a displacement of 1150 t, including 490 t for the interior water column, and an installed turbine with 2.3 m of diameter. An analysis of the influence of changing different design parameters on the system efficiency is also presented. 相似文献