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1.
Numerical study of three-dimensional wave-induced longshore current''s effects on sediment spreading of the Huanghe River mouth 总被引：1，自引：0，他引：1
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
2.
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
3.
Modeling of suspended sediment transport with waveinduced longshore current in Huanghe (Yellow) River Delta 总被引：3，自引：2，他引：1
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
4.
黄河三角洲区域的波流相互作用数值分析 总被引：1，自引：0，他引：1
将三维水动力-生态模式COHERENS与第三代波浪模式SWAN结合起来,采用该耦合模式数值计算了黄河三角洲的波浪特征波高与特征周期情况,从而探讨水流和波动水位对波浪特征波高和特征周期计算结果的影响。总的说来特征波高、特征周期、流速的计算结果与观测值吻合得较好,说明了COHERENS模式和SWAN模式相结合而成的波流耦合模式能够较好地计算黄河三角洲地区的流场与浪场情况。研究这些动力因素的机制和时空变化规律,对于研究海岸、河口的泥沙运动,海岸侵蚀的机理,合理开发利用自然资源,防止海洋灾害具有十分重大的意义。 相似文献
5.
研究近海海域水流、悬沙运动规律，运用基于COHERENS发展的水动力悬沙模型COHERENS-SED,结合当地一般波浪条件，模拟了青岛近海悬浮泥沙输运情况，并验证及分析了水动力环境及悬沙输运的模拟结果。结果表明：在波流合作用下，近岸掀沙明显，大潮期间该海域近岸悬沙浓度值最高可达50mg／L。 相似文献
6.
Mingzheng Wen Hongxian Shan Shaotong Zhang Xiaolei Liu 《Marine Georesources & Geotechnology》2019,37(1):96-102
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
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苏北中部滨海平原成陆机制研究 总被引：8，自引：0，他引：8
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
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10.
渤、黄、东海悬浮物质量浓度冬、夏季变化的数值模拟 总被引：4，自引：0，他引：4
采用HAMSOM三维正压水动力模型结合粒子追踪的悬浮颗粒物输运模型模拟了渤、黄、东海悬浮物质量浓度冬、夏季变化。模拟结果显示,潮流和底质对悬浮物质量浓度的分布有决定性的作用,沉积物再悬浮对悬浮物质量浓度分布影响大,冬季尤为显著。莱州湾中西部和渤海湾南部悬浮物终年维持高质量浓度,古黄河口冬季再悬浮物的质量浓度高于其它季节的。长江口附近悬浮物终年维持高质量浓度,夏季长江口东北悬浮物的质量浓度高于冬季的,浙江沿岸冬季悬浮物的质量浓度高于夏季的。 相似文献
11.
CHOIByung-Ho MUNJong-Yoon KOJin-Seok YUKJin-Hee 《中国海洋工程》2005,19(2):235-250
Described is an initial attempt to simulate the suspended sediment dynamics relating to tidal and wave forcing during summertime in June 1980 and August 1981 for the Yellow and East China Seas continental shelf. The cohesive/non-cohesive sediment resuspension and movement generated by the interaction between current and wave are modeled by use of ECOMSED and WAM Cycle 4. Model results are compared with observations in US-China Marine Sedimentation Dynamics Program performed for 1980-81 at off the Changiiang estuary. The main features of simulations show that suspended sediment concentrations during the summer decreased markedly offshore as observed during the simulation periods. As for some discrepancies for the mouth of the estuary with high river discharges, i.e., the Changjiang River, the model did not properly reproduce the over-mixing situation in the summer; thus distinct vertical concentration variation in this local region is not agreeable with observation. However, general dispersal patterns of suspended sediment movement seem to be agreeably reproduced for the nearshore shallow region. Some of the procedures of simulation and results are presented and discussed. 相似文献
12.
掌握黄河入海泥沙输运、沉积的规律可以为渤海沿岸经济发展的规划及环境保护管理提供理论参考。本文基于FVCOM(Finite-Volume Community Ocean Model)建立了三维水动力、泥沙耦合数值模式,利用实测水位、海流和悬沙资料,对模式进行了检验,模拟结果与观测符合较好。利用该模式研究了2007年夏季丰水丰沙期黄河入海泥沙的输运过程,并对渤海悬沙空间分布特征进行数值模拟。模式较好地再现了夏季黄河口入海泥沙的空间分布特征及底部冲淤状况。结合黄河口附近的潮流和余流特征,对悬沙分布特征和底部冲淤结果进行了分析,结果表明:黄河入海泥沙随余流向南和东南方向输运到莱州湾,在莱州湾中部向外海扩散,很可能沿东北方向进入渤海中部。在这个输运过程中,莱州湾表现为入海泥沙向外海扩散的通道。 相似文献
13.
基于波-流耦合模型的珠江口悬浮泥沙数值模拟 总被引：1，自引：0，他引：1
为研究珠江口悬浮泥沙输运动力机制，本文发展了一套三维波、流、泥沙耦合数值模型。模型结果与观测数据吻合较好，统计显示模型获得良好的评分分值。利用数值模拟研究了不同强迫（径流，波浪和风）对珠江口中悬浮泥沙的影响。模型结果表明，河口重力环流对珠江口最大浑浊带的发展起着重要作用，特别是在小潮期间。另外，径流的增加可导致泥沙向海输运。底部的悬浮泥沙浓度随着波浪底部轨迹速度和波高的增大而增加。由于西滩水深较浅，波浪对西滩悬浮泥沙的影响大于东槽。西南风引起的波浪对悬沙的影响大于东北风引起的波浪的影响，而东北风致流对悬沙的影响略大于对西南风致流的影响。在其他条件相同情况下，稳定的西南风比稳定的东北风更有利于伶仃洋悬浮泥沙浓度的增加；在稳定的西南风下，伶仃洋平均悬浮泥沙浓度约为稳定东北风下的1.1倍。 相似文献
14.
REN Mei''e 《海洋学报(英文版)》2015,34(2):1-8
The Yellow River cut through Sanmenxia Gorge and discharged into the sea via the North China Plain in 150 ka BP; since then, around 86 000 × 108 t sediment has been transported passing Sanmenxia Gorge. Based on land use and land cover changes in Loess Plateau and other available evidence, an estimate of the Yellow River sediment budget is presented here: about 72% of the sedimentary material was trapped in the North China Plain and the remainder(i.e., 26%) escaped to the sea. At the present stage, 0.2×108 t/a suspended sediment of the Yellow River enter the northern Yellow Sea. The transport pattern is determined mainly by the shelf current system. Annually 0.2×108–0.3×108 t of suspended particles are carried to the East China Sea; the materials are derived mainly from coastal and subaqueous delta erosion associated with the abandoned Yellow River on the Jiangsu coast. Since 1972, the lower Yellow River started to have a situation of continuous no-flow. During 1996–2000, the annual water flow and sediment discharge are only 19%, as compared with normal years(i.e., average for 1950–1979). In response to global warming and increase of water diversion from the Yellow River for industrial and urban use, the sediment flux of the Yellow River to the sea will most likely remain small in the next two to three decades. 相似文献
15.
Sediment source and transport trends are influenced by various hydrodynamic factors, and thus play important roles in sedimentary evolution and coastal stability. To examine sediment transport trends around the abandoned Yellow River delta promontory and its erosion mechanism, we employ empirical orthogonal function (EOF) analysis to study sedimentary characteristics and transport trends of the abandoned Yellow River delta in northern Jiangsu Province, China. The results showed that: (1) the main sediment source in the abandoned Yellow River delta is the submarine coastal slope and both sides of the abandoned Yellow River Delta; (2) the main hydrodynamics controlling sediment transport is the current that runs along the shore, coupled with waves, especially southward currents; (3) the sediment of the study area was redistributed under hydrodynamics; coarse sediments were eroded and broadly transported to the south. Therefore, it is concluded that the sediment sources and transport have important influence on coastal evolution: the sediment source area shows mass loss of deposits and erosion; deposits in the submarine coastal slope provide the source and were continuously eroded to provide materials to other places as a sediment source. 相似文献
16.
A coupled wave–tide–surge model has been established in this study in order to investigate the effect of tides, storm surges, and wind waves interactions during a winter monsoon on November 1983 in the Yellow Sea. The coupled model is based on the synchronous dynamic coupling of a third-generation wave model, WAM-Cycle 4, and the two-dimensional tide–surge model. The surface stress generated by interactions between wind and waves is calculated using the WAM-Cycle 4 directly based on an analytical approximation of the results obtained from the quasi-linear theory of wave generation. The changes of bottom friction factor generated by waves and current interactions are calculated by using simplified bottom boundary layer model. The model simulations showed that bottom velocity and effective bottom drag coefficient induced by combination of wave and current were increased in shallow waters of up to 50 m in the Yellow Sea during the wintertime strong storm conditions. 相似文献
17.
自南黄海辐射状沙脊被发现，尤其是江苏省海岸带和海涂资源综合调查揭示了其全貌，并同时测得辐射状沙脊区存在辐射状潮流场(任美愕，1986)以来，对南黄海辐射状沙脊的成因，主要包括其形成的水动力条件、物质来源、形成机理与形成过程等，本领域学术界一直存在争论1)(李从先等，1979；任美锷，1986；李成治等，1981；周长振等，1981；万延森，1982；刘振夏，1983；刘振夏等，1983，1995；耿秀山等，1983；夏东兴等，1984；夏综万等，1984；杨长恕，1985；黄易畅等，1987；张光威，1991；赵松龄，1991；朱大奎等，1993；杨治家等，1995；朱玉荣等，1995，1997；张东生等，1996；李从先等，1997)。
南黄海辐射状沙脊的形成机理及形成过程是与其形成的水动力条件、物质来源紧密联系在一起的。持该区的辐射状潮流场是受海底地形与(或)局部弶港海湾形态控制而形成观点的学者，多认为辐射状潮流场形成的同时或之后会反作用于海底地形，逐渐将海底地形改造成辐射状沙脊1)(任美锷，1986；李成治等，1981；万延森，1982；张光威，1991)，并且认为辐射状沙脊的形成需要几千年的时间1)，或是一个历史过程(李成治等，1981)，或经过最近一百多年的改造而形成(万延森，1982)，或形成于距今4000年前以来(张光威，1991)。这种观点的本质在于认为辐射状沙脊的辐射状形态是由海底地形的初始辐射状形态决定的，辐射状潮流场的作用在于使具初始辐射状形态的海底地形的辐射状形式更好，即认为辐射状潮流场对辐射状沙脊辐射状形态的形成不起决定作用。认为辐射状潮流场是由东海传入黄海的前进潮波与山东半岛南部的旋转潮波相交汇而形成，并且认为辐射状潮流场有可能自全新世海侵影响本区，或自7000年前以来就一直存在(对古海岸时辐射状潮流场存在的认识只是推测，尚缺乏证据)的学者，多认为辐射状沙脊的辐射状形态是由该区潮流场的辐射状形态决定的(周长振等，1981；刘振夏,1983；夏综万等,1984；杨长恕,1985；黄易畅等，1987；朱大奎等,1993；朱玉荣等，1995，1997),即认为辐射状潮流场对辐射状沙脊的辐射状形态起决定作用。这两种观点根本对立。 相似文献
18.
黄河三角州沿岸及相邻渤海海域碳酸盐研究(英文) 总被引：2，自引：0，他引：2
对黄河三角州陆地上河道,河口、潮间带及毗邻渤海海域沉积物中的碳酸盐含量作了分析,在此基础上划分出含量不同的沉积区和亚区。沉积区的划分和其物源有十分良好的对应关系,同一沉积区内的亚区则主要和粒度有关,从而间接反映了水动力环境与生物作用的控制性影响。黄河口沉积物中碳酸盐含量与粒度成反比,其他物源的沉积物则各不相同。黄河口及邻近渤海海域中粘土粒级和碳酸盐含量等值线反映出黄河细粒级沉积物扩散的方向、强度和范围。海洋生源沉积是影响渤海东部和中部沉积物中碳酸盐含量分布的主要因素。 相似文献
19.
黄河三角洲滨海湿地损失和退化的自然因素 总被引：4，自引：0，他引：4
黄河三角洲滨海湿地的损失和功能退化是对环境变化的响应,主要受自然因素控制.黄河入海水沙是形成滨海湿地的物质基础.自20世纪70年代以来黄河水沙减少,新生湿地的形成速率变小;波浪、潮汐、风暴潮、地面下沉和海平面上升等因素导致了滨海湿地的损失,湿地的面积呈减小趋势.由于淡水资源的短缺导致滨海湿地土壤严重的盐碱化和干旱灾害,... 相似文献