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1.
一方面将波浪对底部剪切应力、表面拖曳力系数,辐射应力以及表面混合长度的影响引入至COHERENS.另一方面又将水动力模型COHERENS和第三代波浪模型SWAN耦合,使两模型能够随时互相交换水流、水位以及波浪信息,最终获得波流耦合模型COHERENS-SWAN并将其应用于荣喜近岸区波流共同存在情况下的波流作用模拟研究.计算所得的流速、流向和水位与实测数据吻合较好.  相似文献   

2.
以高精度再分析风场为驱动,利用SWAN模式模拟了台风“达维”Damrey(2005)经过北部湾海域时的波浪场。通过与实测的风和波浪实测对比发现,波浪后报结果与实测结果符合较好。文章给出了台风浪期间波高、周期、波长和波向等要素的分布特征,讨论了以台风眼为中心不同海域的波浪方向谱特征。本文最后分析了台风期间实测波浪能谱的变化特征。  相似文献   

3.
本文以高分辨率后报风场资料为输入,采用SWAN波浪模式,模拟了渤海海域1985年至2004年共20年间的波浪场。通过有效波高数据的比较,可看出波浪数值结果与实测资料符合较好,可以用数值结果分析渤海海域的波浪特征。利用计算的年极值波要素,本文给出并分析了渤海海域不同重现期下的极值参数分布情况。  相似文献   

4.
基于NDBC浮标观测数据,利用波龄与无因次波高的关系构建新的平均波周期参数化方案。将该方案集成在SWAN模式中,利用模式得到的有效波高、海面风速,计算新的平均波周期。将计算出的新平均波周期值、SWAN模式原周期计算方案得到的平均波周期值与浮标观测值进行对比,分析平均波周期的相对误差。结果表明,SWAN模式原周期计算方案模拟的周期值存在偏小的现象,而新的平均波周期参数化方案计算结果更接近浮标观测值,说明本文新构建的平均波周期参数化方案能够较好的应用在SWAN模式中开展东海海域平均波周期的数值模拟。  相似文献   

5.
基于SWAN模式和折绕射模式,本文对台湾海峡和平潭岛附近海域的海浪要素进行数值模拟。首先通过SWAN模式得到实时预报的高时空分辨率的波高、周期和波向等海浪要素数据,为折绕射模型提供波浪边界,进而对重点海区近岸波浪进行折绕射计算,最后对数值预报结果进行统计检验及预报分析。经过验证,预报结果与实测数据基本一致,预报效果较好。研究成果可为平潭海浪预警报业务提供技术支撑,也可为海浪灾害应急管理及沿海规划等提供参考依据。  相似文献   

6.
渤海重现期波高的数值计算   总被引:2,自引:0,他引:2  
利用RAMS大气模式给出的20年风场资料,利用SWAN近海波浪模式对渤海海域的波浪进行了20 a数值计算.通过与一般过程和大风过程的实测资料的对比后发现.波浪模拟值与实潮值符合地较好,SWAN模式适合渤海海域波浪的计算。通过分析发现.辽东湾常浪向为SSW。强浪向为SSW;渤海中部常浪向为S,强浪向为NE;渤海海峡常浪向为NNW,强浪向为NNW;莱州湾常浪向为S,强浪向为NNE;渤海湾常浪向为S.强浪向为NE。渤中偏东南海域(38°~39°N,119.5°~120.5°E)多年一遇有效波高最大.其中百年一遇有效波高最大值达到6.7m。  相似文献   

7.
深圳香港海域浪潮耦合模型的建立及其应用   总被引:2,自引:0,他引:2  
姜茜  毛献忠 《海洋学报》2010,32(6):56-63
以河口海岸海洋模型ECOM和第三代海浪模型SWAN为基础,以全球天文潮预报模式TPXO6.2和台风参数模型风场及气压场作为驱动,采用海洋-陆架区-海岸三重嵌套网格,建立了适用于深圳香港水域天文潮-风暴潮-台风浪耦合模型。以0814号台风"黑格比"为算例,进行了耦合模拟计算,计算结果显示,天文潮、风暴潮位和浪高与实测值符合良好,天文潮的均方根误差小于0.15 m,有效波高误差0.9 m,风暴高潮位平均误差0.23 m;并分析了风暴潮位和波浪的相互影响,以及深港水域波浪场的分布,4 m水深考虑风暴潮位影响有效波高提高0.40 m,沿岸波浪增水在0.20 m以内。  相似文献   

8.
海岸湿地是近海地区重要的生态系统,由于潮流、波浪尤其是非连续水流与植被的相互作用,导致该海域的水动力环境复杂多变。本文发展了一个深度平均二维波流耦合数学模型,模拟湿地海域波浪和波生沿岸流的运动特性。水动力模型中植物拖曳力作为源项放入动量方程中,在波浪作用量平衡方程增加波能耗散项用于解释水生植物对波浪产生的阻力作用。在动态耦合模型中,波浪模型为潮流模型提供波浪辐射应力、波高、波浪周期等数据信息,潮流模型为波浪模型提供计算的水位和流速,可以达到双向动态耦合。本文发展的波流耦合模型通过三个实验室试验数据加以验证,计算结果和实验数据吻合较好,在波浪、波生流和植物迭加条件下,所建模型能够有效地模拟波浪、沿岸流等不同现象。  相似文献   

9.
本文运用ECMWF提供的再分析数据风场,同时加以Jelesnianski-Ⅱ模型生成的风场为驱动风场,建立了一个基于第三代海浪模式SWAN的台风波浪数值模型。以2014年9号台风"威马逊"为例,借助实测的台风期间的波浪要素(波高、波向、周期)数据,与通过SWAN模型的模拟结果作比较,对比结果较好。在此基础上,分析了"威马逊"台风波浪要素的时空分布特征,得出台风移动方向的中心右侧为最大风速区,风速和有效波高均较大,波向基本与风向一致;在台风移动方向的中心左侧,为较小风速区,风速和有效波高比右侧小,并且波向和风向不一致。  相似文献   

10.
本文首先利用高精度海面风场,基于潍坊近岸的水深地形数据,运行SWAN海浪模式得到了-15m等深线3个特征点的波浪参数,利用P-Ⅲ型极值分布推算得到了潍坊外海点不同方位波浪要素的重现期;分析了潍坊近海平均的4个季节的有效波高、波向及平均周期的分布特征。基于ADCIRC水动力模式,对1994-2013年连续20年的风暴过程进行模拟分析,得到每个风暴过程最大水位以及最大风暴增水,并分别用GUMBEL方法和P-III方法推算了不同重现期的水位和风暴增水。本文可以为潍坊沿海波浪和风暴潮特征研究提供参考,为海洋工程建设以及海岸建筑设计等提供科学依据。  相似文献   

11.
Bingchen Liang  Huajun Li  Dongyong Lee   《Ocean Engineering》2007,34(11-12):1569-1583
In the present work, a three-dimensional suspended sediment model (SED) is built. A three-dimensional hydrodynamic model (COHERENS) and a third-generation wave model (SWAN) are fully coupled through accounting for mutual influences between wave and current in them. SED is combined with the coupled model built up above. Damping function of suspended sediment on turbulence is introduced into COHERENS. Then a coupled hydrodynamic–sediment model COHERENS-SED incorporating mutual influences between wave and current is obtained. COHERENS-SED is adopted to simulate three-dimensional suspended sediment transport of Yellow River Delta with wave–current co-existing. The simulated tidal current velocities and suspended sediment concentration match well with field measurement data. The simulated significant wave height and wave period for a case with current's effects can give better agreement with measurement data than a case without current's effects. Numerical simulation results of COHERENS-SED are demonstrated to be reasonable though being compared with previous studies and field measurements [Wang, H., Yang, Z.S., Li, R., Zhang, J., Chang, R., 2001. Numerical modeling of the seabed morphology of the subaqueous Yellow River Delta. International Journal of Sediment Research 16(4), 486–498; Wang, H., 2002. 3-dimensional numerical simulation on the suspended sediment transport from the Huanghe to the Sea. Ph.D. Thesis, Ocean University of China, pp. 12–14 (in Chinese)].  相似文献   

12.
A three-dimensional wave radiation stress is introduced into the hydrodynamic sediment coupled model COHERENS-SED,which has been developed through introducing wave-enhanced bottom shear stress,wave dependent surface drag coefficient,wave-induced surface mixing,SWAN,damping function of sediment on turbulence,sediment model and depth-dependent wave radiation stress to COHERENS.The COHERENS-SED is adopted to study the effects induced by wave-induced three-dimensional longshore current on suspended sediment spreading of the Huanghe River (Yellow River) mouth.Several different cases divided by setting different wave parameters of inputting boundary waves are carried out.The modeling results agree with measurement data.In terms of simulation results,it is easy to know that three-dimensional wave radiation stress plays an obvious role when inputting boundary wave height is stronger than 3 m.Moreover,wave direction also affects the sediment spreading rules of the mouth strongly too.  相似文献   

13.
A three-dimensional wave radiation stress is introduced into the hydrodynamic sediment coupled model COHERENS-SED, which has been developed through introducing wave-enhanced bottom shear stress, wave dependent surface drag coefficient, wave-induced surface mixing, SWAN, damping function of sediment on turbulence, sediment model and depth-dependent wave radiation stress to COHERENS. The COHERENS-SED is adopted to study the effects induced by wave-induced three-dimensional longshore current on suspended sediment spreading of the Huanghe River (Yellow River) mouth. Several different cases divided by setting different wave parameters of inputting boundary waves are carried out. The modeling results agree with measurement data. In terms of simulation results, it is easy to know that three-dimensional wave radiation stress plays an obvious role when inputting boundary wave height is stronger than 3 m. Moreover, wave direction also affects the sediment spreading rules of the mouth strongly too.  相似文献   

14.
A three-dimensional suspended sediment model(SED)developed by the present authors is coupled with the combinatorial model of COHERENS(Luyten et al.,1999) (the three-dimensional coupled hydrodynamical-ecological model for Regional and Shelf Seas) and SWAN(Holthuijsen et al.,2004) (the third generation wave model).SWAN is regarded as a subroutine of COHERENS and gets time-and space-varying current velocity and surface elevation from COHERENS.COHERENS gets time-and space-varying wave relevant parameters provided by SWAN.Effects of wave on current are applied in bottom shear stress,wave-induced depth-dependent radiation stress and surface drag coefficient calculation.At the same time,the damping function of suspended sediment on turbulence is introduced into COHERENS.So the sediment model SED has feed back on circulation model COHERENS.The SED obtains current as sociated parameters from COHERENS.Then a couple dhydrodynamic-sediment model COHERENS-SED being able to account for interaction between wave and current is obtained.COHERENS-SED is adopted to simulate three-dimensional suspended sediment transport in the Huanghe River delta.In terms of simulation results,there is obvious diffierence between top and bottom layer of wave-induced longshore current.The values of time series of sediment concentration gotten by COHERENS-SED have,generally,an accepted agreement extent with measurement.Significant wave heights and wave periods obtained by COHERENS-SED show that wave simulation case with current’s effect can give better agreement extent with measurement than case without current’s effect.In the meantime,suspended sediment concentration distributing rule obtained by COHERENS-SED is similar to former researches and measurement.  相似文献   

15.
运用改进的椭圆形风场模型,模拟了9711号台风所经地区风场、气压场的变化过程;将椭圆形风场模型结果结合SWAN波浪模型,计算9711台风过程的波要素;运用COHERENS三维水动力模式,对渤、黄海主要的4个潮分量进行了调和分析,建立渤、黄海天文潮预报模型,并采用三级嵌套模型计算并验证分析了日照近海的水文动力环境;运用基于COHERENS发展的水动力悬沙模型COHERENS-SED,计算分析了9711天气过程、仅考虑潮流作用以及累年平均波要素和一般天气情况(累年平均风场、标准大气压)下的悬沙数值模拟.结果表明:考虑潮流、一般波浪和天气因素共同作用下的水体含沙浓度比仅考虑潮流作用下的水体含沙浓度提高40%~100%的幅度;考虑9711号天气过程以及产生的台风浪作用下的水体含沙浓度比一般波浪和天气因素作用下的水体含沙浓度提高约4倍的幅度.  相似文献   

16.
The objective of this study was to investigate that the effects of different hydrodynamic conditions on sediment resuspension on a tidal mudflat in the Yellow River Estuary. A field experiment was conducted on an intertidal flat of the Yellow River Delta, China. The sediment resuspension concentrations and hydrodynamic conditions were obtained in the field from September 2–7, 2013. The resuspended sediment concentrations induced by wave loading were compared with those induced by coupled wave–current actions in Yellow River Delta. The results were as follows: (1) when the wave height was higher than 10?cm and the shear stress induced by the waves was greater than the critical stress of the seabed sediments, the surface seabed was eroded and sediment was resuspended. In addition, 60% of the significant wave heights were larger than 10?cm on the intertidal flat of the Yellow River Delta. (2) The contribution of waves to sediment resuspension was greater than 30% when the significant wave height is higher than 10?cm, and the average contribution of waves to sediment resuspension was 51%. The mechanism of wave-induced sediment resuspension and processes of sediment resuspension were described in this paper.  相似文献   

17.
苏北中部滨海平原成陆机制研究   总被引:8,自引:0,他引:8  
朱玉荣 《海洋科学》2000,24(12):33-37
苏北中部滨海平原位于废黄河三角洲和长江三角洲之间,其形成与全新世最大海侵之后长江、古黄河的供沙历史和供沙状况密切相关,并且现今海域南黄海辐射沙洲的辐聚点也位于这段海岸,故探讨其成陆机制具有重要意义。本文数值模拟了公元8世纪时该区的M2潮汐、潮流,在此基础上,计算了7种粒径泥沙在当时潮流场中的净输运状况,划分了海底冲淤区。计算结果表明,公元8世纪时苏北岸外存在大致以东台为顶点的辐射状古潮流场,其分布格局与现今苏北岸外大致以京港为顶点的辐射关潮流场基本一致,该辐射状潮流场的存在是由当时台东岸外的独特驻潮波波腹所决定的。进入苏北岸外古辐射状潮流场中的泥沙,在辐聚、辐散的潮流作用下,每一个潮周期均自NE、SE方向向东台附近海域净输运泥沙,在东台附近海域发生淤积。由此认为,苏北中部滨海平原是大致以东台为顶点的辐聚、辐散潮  相似文献   

18.
Effect of Langmuir circulation on upper ocean mixing in the South China Sea   总被引:2,自引:0,他引:2  
Effect of Langmuir circulation (LC) on upper ocean mixing is investigated by a two-way wave-current coupled model. Themodel is coupled of the ocean circulationmodel ROMS (regional ocean modeling system) to the surface wave model SWAN (simulating waves nearshore) via the model-coupling toolkit. The LC already certified its importance by many one-dimensional (1D) research andmechanismanalysis work. This work focuses on inducing LC’s effect in a three-dimensional (3-D) model and applying it to real field modeling. In ROMS, theMellor-Yamada turbulence closuremixing scheme is modified by including LC’s effect. The SWAN imports bathymetry, free surface and current information fromthe ROMS while exports significant wave parameters to the ROMS for Stokes wave computing every 6 s. This coupled model is applied to the South China Sea (SCS) during September 2008 cruise. The results show that LC increasing turbulence and deepening mixed layer depth (MLD) at order of O (10 m) in most of the areas, especially in the north part of SCS where most of our measurements operated. The coupled model further includes wave breaking which will bringsmore energy into water. When LC works together with wave breaking,more energy is transferred into deep layer and accelerates the MLD deepening. In the north part of the SCS, their effects aremore obvious. This is consistent with big wind event in the area of the Zhujiang River Delta. The shallow water depth as another reasonmakes themeasy to influence the oceanmixing as well.  相似文献   

19.
史剑  王璞  钟中  张军 《海洋预报》2011,28(4):48-57
采用NCEP再分析风场作为驱动海浪模式的强迫场,在考虑相同物理过程和分辨率基础上,SWAN海浪模式分别采用矩形网格和非结构三角网格对2000年12月黄渤海海域波浪场进行模拟,并将模拟的有效波高与海洋浮标观测数据作对比分析,结果表明,SWAN模式运用两种网格均能够取得良好的模拟结果,相对矩形网格,非结构三角网格模拟有效波...  相似文献   

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