共查询到20条相似文献，搜索用时 31 毫秒
1.
黄河三角洲是陆海交界地带,陆地海洋相互作用显著,泥沙所引起的岸滩演变、港口航道的淤积、水动力环境的改变等问题比较复杂。该文采用三维HEM-3D数值模型对黄河三角洲海域流场变化、盐度、悬浮泥沙浓度及海岸冲淤分布进行了潮流周期内的数值模拟分析。结果表明,黄河三角洲海域的悬浮泥沙浓度分布与潮流场变化和河口泥沙输入有密切的关系,在三角洲北部受五号桩外强潮流区的影响,近岸海底的泥沙发生明显的再悬浮,并在涨潮流向南输送,含沙量达1.5 g/L左右。在三角洲南部(现行河口区域和莱州湾区域),受现行河口入海泥沙扩散的影响显著。海域年冲淤分布,在北部废弃三角洲区域,由于海洋动力作用强烈,浅水冲刷,海底侵蚀显著,形成了明显呈沿岸展布的侵蚀中心,在侵蚀中心以外,侵蚀快速减弱。在现行河口区域,以淤积为主,在羽状流扩散的控制下,泥沙入海后向南输运,至莱州湾区域逐渐减弱。数值模拟的结果与卫星遥感解译的岸线变化基本一致,效果良好。 相似文献
2.
Ji Zixiu 《中国地理科学(英文版)》1994,(4)
（季子修）（蒋自巽）ＩＭＰＡＣＴＳＯＦＳＥＡＬＥＶＥＬＲＩＳＥＯＮＣＯＡＳＴＡＬＥＲＯＳＩＯＮＩＮＴＨＥＣＨＡＮＧＪＩＡＮＧＲＩＶＥＲＤＥＬＴＡＡＮＤＮＯＲＴＨＪＩＡＮＧＳＵＣＯＡＳＴＡＬＰＬＡＩＮＯ￥ＪｉＺｉｘｉｕ（ＮａｎｊｉｎｇＩｎｓｔｉｔｕｔｅ... 相似文献
3.
At present, approximately 36% of coasts are experiencing net erosion in the Changjiang River delta and the north Jiangsu coastal
plain. Future sea level rise will accelerate the process of coastal erosion. According to the ratio of the calculated value
of coast retreat by Bruun rule to the estimated value by using measured data, the proportion affected by sea level rise in
total coastal erosion has been estimated in this paper. When sea level rises by 20cm, the proportion determined by sea level
rise will increase from 1.0% at present to 2.2% in the future in the coasts of abandoned Huanghe River delta and from 8.5%–9.6%
to 13.5%–15.2% in the north and south banks of the Changjiang River delta. This result is lower than that from the similar
research in the world, and this phenomenon is related with the special development process of the coasts in this area. The
mechanism of accelerating coastal erosion by sea level rise is that sea level is will increase the intensity of tidal current,
wave and storm surge and decrease the ability to reduce the force of waves on the tidal flat and coastal wetland due to the
loss of their areas. Therefore, the length of erosion coasts will increase, the sedimentation rate of accretion coasts will
decrease or even turn accretion into erosion, the width of tidal flat will reduce and coastal slope will increase. So the
project of coastal protection of this area must be reinforced.
Project funded by the National Natural Science Foundation of China and the Chinese Academy of Sciences. 相似文献
4.
Cuiping Kuang Yue Ma Binyu Wang Jueyi Sui Jie Gu Jianhui Liu Gang Lei 《中国海洋大学学报(英文版)》2018,17(6):1290-1300
Breakwaters can be used as artificial headlands in beach nourishment to mitigate coastal erosion. Longfengtou Beach, located on the southwest coast of Haitan Bay facing the Taiwan Strait on the northeast, suffers severe erosion, where the monsoon causes significant season hydrodynamic variations. Headland breakwaters are intended to be employed to mitigate coastal erosion. A 2D sediment transport model is established using MIKE21 based on current-wave coupling and calibrated by measured data. Summer and winter wave conditions are chosen as characteristic weak and strong waves respectively. The numerical results of suspended sediment concentration and seasonal morphological evolution are compared under the conditions with and without the headland breakwaters. Sediment transport in summer can be regarded as mainly determined by current field, while in winter wave effect is strong enough to change current field. The northern breakwater, nearly perpendicular to the ebb current direction, obstructs the currents and decreases velocity of the ebb currents, and confines the water carrying sediments within the protection area during the flood period. The southern breakwater also breaks the waves in advance and significantly reduces the hydrodynamic effects during the flood period and maintains high suspended sediment concentration in the protection area. In general, two headland breakwaters decrease the erosion near the beach and enlarge the deposition area, which play a significant role in prevention of sediment loss in nearshore area and mitigate coastal erosion. 相似文献
5.
《中国海洋大学学报(英文版)》2015,(4)
The safety of submarine pipelines is largely influenced by free spans and corrosions. Previous studies on free spans caused by seabed scours are mainly based on the stable environment, where the background seabed scour is in equilibrium and the soil is homogeneous. To study the effects of background erosion on the free span development of subsea pipelines, a submarine pipeline located at the abandoned Yellow River subaqueous delta lobe was investigated with an integrated surveying system which included a Multibeam bathymetric system, a dual-frequency side-scan sonar, a high resolution sub-bottom profiler, and a Magnetic Flux Leakage(MFL) sensor. We found that seabed homogeneity has a great influence on the free span development of the pipeline. More specifically, for homogeneous background scours, the morphology of scour hole below the pipeline is quite similar to that without the background scour, whereas for inhomogeneous background scour, the nature of spanning is mainly dependent on the evolution of seabed morphology near the pipeline. Magnetic Flux Leakage(MFL) detection results also reveal the possible connection between long free spans and accelerated corrosion of the pipeline. 相似文献
6.
Coastal Erosion Along the West Coast of the Taiwan Strait and It’s Influencing Factors 总被引：1，自引：0，他引：1
Based on the field surveys and repeated cross-profile observations combined with the comparison of many years’ topog-raphic maps,this study shows the spatial variability and varying patterns of coastal erosion along the west coast of the Taiwan Strait.Regional differentiation in the Meso-Cenozoic coastal tectonics determined the irregular coastline and geological background for large-scale coastal erosion distribution.The intensity of coastal erosion on the west side of the Taiwan Strait is mild in the nort... 相似文献
7.
XUEChunting 《中国海洋大学学报(英文版)》2005,4(2):115-123
Studies on land loss in Tuvalu reveal the following findings. Although both sea level rise and coastal erosion can cause land loss in the tropic Pacific oceanic islands, their mechanisms are different. When sea level rises, the low elevation coastal zone submerges and the erosion datum plane rises, the beach process progresses normally as always, resulting in no beach sediment coarsening. When the sea level is stable, coastal erosion removes finer sediment from reef flat, beach and land, resulting in beach sediment coarsening. The human-induced coastal erosion in the tropic Pacific oceanic islands has the following features. 1) Erosion occurs or intensifies immediately after inappropriate human activities. 2) It occurs near the places having human activities and places related to the above places in sediment supply. 3) It often occurs on original prograding or stable coasts (on lagoon coasts for atolls) because there are more coastal engineering projects and other human activities on such coasts. 4) It is chronic, covering a long period of time. The coastal geological events in Tuvalu islands do not accord with the features resulted from sea level rise but do accord with the features resulted from coastal erosion, particularly from human-induced erosion. The land loss in Tuvalu is mainly caused by inappropriate human activities including coastal engineering and aggregate mining, and partly caused by cyclones. Moreover, all recent measurements (satellite altimetry,thermosteric sea level data and tide observations) so far have not been able to verify any sea level rise around Tuvalu islands. 相似文献
8.
With the combination of historical data, field observations and satellite remotely sensed images(Landsat TM/ETM and CBERS), changes in Huanghe (Yellow) River estuary since 1996 when artificial Chahe distributary was built up were studied, mainly including water and sediment discharge from the river, tides, tidal currents, suspended sediment diffusion, coastline changes and seabed development. During following six and half years (up to the end of 2002), runoff and sediment loads into the river mouth declined dramatically. At the beginning of the re-routing, abundant sediment loads from the river filled up nearshore shallow water areas so that the newborn delta prograded quickly. With rapid decrease of sediment loads transported to the estuary, the delta retrograded. In 1997, subaerial tip of the abandoned delta receded 1.5km; its annual mean recession rate was about 150 m in following years. In addition, marine dynamic condition near the artificial outlet had also changed. Under the interaction of ocean and river flow, most of incoming sediment loads deposited in the vicinity of the outlet. Seabed erosion occurred at the subaqueous delta front. Between 1999 and 2002, erosion thickness averaged at 0.3 m in the subaqueous delta of 585.5 km2. 相似文献
9.
The headland-bay beach is one of the most common coastal types in the world.Its morphology reflects the changes that occurred during long-term evolution of the sandy coast.Several headland-bay beach models have been proposed to simulate the coastline’s configuration in equilibrium.In this paper,a new elliptical model is proposed,described,and applied.On the east coast of Laizhou Bay in Shandong Province from Longkou Port to Diaolongzui,four typical headland-bay beaches have developed,and four headland-bay beach models are used in this paper to simulate the morphology of these beaches to assess the applicability of each model.The simulation results of the elliptical model verify that it is applicable to the study area.In addition,the elliptical model is easy to use.Through simulation and field investigations,we concluded that most of the coastal segments in this area will remain in an erosion state,and the human activity has a significant impact on the shoreline’s evolution. 相似文献
10.
黄河三角洲高效生态经济区是具有国家战略地位的重要生态经济区,该地区的海岸带地处海陆交接地带,属于陆缘海海岸带,生态环境脆弱,区域海岸带地形地貌系统性阐述甚少。在开展该区域生态地质环境调查的基础上,结合实际调查情况及以往文献的研读,对该地区海岸带地形地貌、岸滩地貌类型及特征进行了系统性归纳总结。整个黄河三角洲高效生态经济区的海岸带地貌分黄河三角洲粉砂淤泥质海岸、莱州湾南岸潍北平原区粉砂淤泥质海岸、莱州砂质海岸3个部分。岸滩类型分为黄河三角洲岸段冲淤平衡潮滩、侵蚀潮滩、淤积潮滩3种及莱州湾岸段侵蚀潮滩及侵蚀砂质海滩2种。 相似文献
11.
辽东湾海岸类型及其分布受区域地质构造控制。海岸类型可分为:港湾型基岩海岸、岛礁型基岩海岸、岬湾型沙质海岸、平原型淤泥质海岸等4类;潮间带地貌分为海滩、潮滩、岩滩3类;水下堆积地貌主要有水下三角洲及潮下浅滩。受河流输沙影响,淤积先从河口开始,然后向外围扩散。在湾顶部,地貌及内、外动力条件利于海岸淤涨,但受滨岸海洋水文条件制约,发展不均衡,可出现局部短时间的侵蚀后退现象。海岸工程可控制海岸的演化过程,滩涂地带引种植物可促进海岸持续淤涨。 相似文献
12.
According to the test results of the physical and mechanical properties of similar materials in various quality mixture, a type of material with obvious tendency of rockburst was selected to produce a large-size model to simulate rockburst phenomena in tunnels. The prototype model comes from a typical section of diversion tunnels in Jinping Hydropower Station in China. The simulation of excavating tunnels is carried out by opening a hole in the model after loading. The modeling results indicated that under the condition of normal stresses in the model boundaries the arch top, spandrel and side walls of the tunnel produced an obvious jump reaction of stress and strain and the acoustic emission counts of the surrounding rock also increased rapidly in a different time period after the "tunnel" excavation, showing the clear features of rockburst. The spalling, buckling and breaking occurred in the surrounding rock of model in conditions of over loading. It is concluded that the modeling tunnel segment in Jinping Hydropower Station is expected to form the tensile rockburst with the pattern of spalling, buckling and breaking. 相似文献
13.
ＴＨＥ ＥＲＯＳＩＯＮＡＬ ＰＲＯＣＥＳＳ ＯＦ ＴＨＥ ＳＯＦＴ ＳＨＯＲＥ ＯＦ ＣＨＩＮＡ ＩＮ ＴＨＥ ＲＥＣＥＮＴ ＤＥＣＡＤＥＳ ＷａｎｇＷｅｎｈａｉ（王文海）；ＷｕＳａｎｇｙｕｎ（吴桑云）；ＸｉａＤｏｎｇｘｉｎｇ（夏东兴）（ＦｉｒｓｔＩ... 相似文献
14.
《中国海洋湖沼学报》2018,(6)
Numerous isolated shallow seabed domes with depressions were discovered in the North Yellow Sea in a high-resolution multibeam echosounder survey. Twelve domes were located within a 11 km by 17 km survey area. The domes in this area were between 0.1 m and 1.0 m high with diameters ranging from 250 to 1 700 m. They were surrounded by corresponding depressions and displayed characteristic shapes ranging from circular to elliptical. The acoustic anomalies displayed on the high resolution sub-bottom profile images demonstrated that shallow gas accumulated just beneath these domes, suggesting that the migration and accumulation of the shallow gas caused the formation of these features. Accumulation atop the seabed domes and erosion within the depressions, as indicated by the lithological features of the sediment cores, suggested that seabed bottom currents also played a role in the formation and evolution of these features. In addition, the simultaneous decrease in the chlorite and sulfate content in core d pore water samples confirmed the presence of submarine fresh/brackish groundwater, which is of interest for hydrological budgets and may be a significant component of the regional hydrologic balance. Our findings suggested that shallow gas accumulation and migration are likely coupled to localized groundwater discharge at this domed site. 相似文献
15.
Zhongqiang Zheng Jianpeng Xu Peng Huang Lei Wang Xiaoguang Yang Zongyu Chang 《中国海洋大学学报(英文版)》2016,15(1):69-77
Submersible buoy systems are widely used for oceanographic research,ocean engineering and coastal defense.Severe sea environment has obvious effects on the dynamics of submersible buoy systems.Huge tension can occur and may cause the snap of cables,especially during the deployment period.This paper studies the deployment dynamics of submersible buoy systems with numerical and experimental methods.By applying the lumped mass approach,a three-dimensional multi-body model of submersible buoy system is developed considering the hydrodynamic force,tension force and impact force between components of submersible buoy system and seabed.Numerical integration method is used to solve the differential equations.The simulation output includes tension force,trajectory,profile and dropping location and impact force of submersible buoys.In addition,the deployment experiment of a simplified submersible buoy model was carried out.The profile and different nodes' velocities of the submersible buoy are obtained.By comparing the results of the two methods,it is found that the numerical model well simulates the actual process and conditions of the experiment.The simulation results agree well with the results of the experiment such as gravity anchor's location and velocities of different nodes of the submersible buoy.The study results will help to understand the conditions of submersible buoy's deployment,operation and recovery,and can be used to guide the design and optimization of the system. 相似文献
16.
黄海军 《中国海洋湖沼学报》1999,17(1):41-48
ＩＮＴＲＯＤＵＣＴＩＯＮＴｈｅｅｆｆｅｃｔｓｏｆｈｕｍａｎａｃｔｉｖｉｔｉｅｓｏｎｓｈｏｒｅｌｉｎｅｐｒｏｃｅｓｓｅｓｈａｖｅｂｅｅｎｃｏｎｓｉｄｅｒａｂｌｅ,ｐａｒｔｉｃｕｌａｒｌｙｏｖｅｒｔｈｅｌａｓｔｃｅｎｔｕｒｙ.Ｔｈｅｍｏｓｔｓｉｇｎｉｆｉｃａｎｔｅｆｆｅｃｔｓａｒｅｔｈｏｓｅｆｒｏｍｈａｒｂｏｕｒｃｏｎｓｔｒｕｃｔｉｏｎａｎｄｒｉｖｅｒｍｏｕｔｈｔｒａｉｎｉｎｇｗａｌｌ.Ｉｎｍａｎｙｉｎｓｔａｎｃｅｓ,ｍａｊｏｒｉｎｔｅｒｒｕｐｔｉｏｎｏｆｌｉｔｔｏｒａｌｄｒｉｆｔｒｅｓｕｌｔｅｄｆｒｏ… 相似文献
17.
Shaotong Zhang Yonggang Jia Mingzheng Wen Zhenhao Wang Yaqi Zhang Chaoqi Zhu Bowen Li Xiaolei Liu 《中国海洋大学学报(英文版)》2017,16(1):15-24
A scientific hypothesis is proposed and preliminarily verified in this paper: under the driving of seepage flows, there might be a vertical migration of fine-grained soil particles from interior to surface of seabed, which is defined as ‘sub-bottom sediment pump action' in this paper. Field experiments were performed twice on the intertidal flat of the Yellow River delta to study this process via both trapping the pumped materials and recording the pore pressures in the substrate. Experimental results are quite interesting as we did observe yellow slurry which is mainly composed of fine-grained soil particles appearing on the seabed surface; seepage gradients were also detected in the intertidal flat, under the action of tides and small wind waves. Preliminary conclusions are that ‘sediment pump' occurs when seepage force exceeds a certain threshold: firstly, it is big enough to disconnect the soil particles from the soil skeleton; secondly, the degree of seabed fluidization or bioturbation is big enough to provide preferred paths for the detached materials to migrate upwards. Then they would be firstly pumped from interior to the surface of seabed and then easily re-suspended into overlying water column. Influential factors of ‘sediment pump' are determined as hydrodynamics(wave energy), degree of consolidation, index of bioturbation(permeability) and content of fine-grained materials(sedimentary age). This new perspective of ‘sediment pump' may provide some implications for the mechanism interpretation of several unclear geological phenomena in the Yellow River delta area. 相似文献
18.
Wave-induced seepage and its possible contribution to the formation of pockmarks in the Huanghe (Yellow) River delta were investigated experimentally and numerically. Laboratory experiments were carried out to explore the response of a layered silty seabed with various saturation conditions under cyclic wave loads, in which the pore pressure and seepage-related phenomena were particularly monitored. Numerical models to simulate wave-induced seepage in the seabed were presented and evaluated, then applied to the Huanghe River delta. The experimental results show that the excess pore pressure decreases more rapidly at the surface layer, while the seepage-related phenomena are more pronounced when large cyclic loads are applied and the underlying layer is less saturated. The proposed numerical models were verified by comparing with the experiments. The calculated seepage depth agreed well with the depth of the pockmarks in the Huanghe River delta. The experimental and numerical results and the existing insitu investigations indicate that the wave-induced seepage may be a direct cause of the pockmarks in the Huanghe River delta. Extreme storm waves and the dual-layered structure of hard surface layer and weak underlying layer are essential external and internal factors, respectively. Wave- or current-induced scour and transport are possible contributors to the reformation of pockmarks at a later stage. 相似文献
19.
综合钻井、测井和古生物等资料,依据沉积学基本原理和方法,对济阳坳陷沾车地区古近纪东营组沉积相特征及空间展布进行研究。结果表明:沾车地区东营组发育冲积扇相、曲流河相、三角洲相、扇三角洲相、辫状河三角洲相、湖泊相、滩坝和湖底扇8种沉积相,以湖泊相为主。东营组三段盆地持续下陷,深湖相、滨-浅湖相发育,沉积范围广。东营组二段湖盆重新开始抬升,湖水收缩,沉积范围缩小,沉积相以滨浅湖相为主,伴有小规模的扇三角洲及滩坝沉积。东营组一段湖盆继续抬升,沉积范围进一步缩小,主要为冲积扇-河流沉积,凸起边缘发育一系列的冲积扇。 相似文献
20.
Lunyu Wu Changsheng Chen Peifang Guo Maochong Shi Jianhua Qi Jianzhong Ge 《中国海洋大学学报(英文版)》2011,10(1):1-8
An effort was made to couple FVCOM (a three-dimensional (3D),unstructured grid,Finite Volume Coastal Ocean Model) and FVCOM-SWAVE (an unstructured grid,finite-volume surface wave model) for the study of nearshore ocean processes such as tides,circulation,storm surge,waves,sediment transport,and morphological evolution.The coupling between FVCOM and FVCOM-SWAVE was achieved through incorporating 3D radiation stress,wave-current-sediment-related bottom boundary layer,sea surface stress parameterizations,and morphology process.FVCOM also includes a 3D sediment transport module.With accurate fitting of irregular coastlines,the model provides a unique tool to study sediment dynamics in coastal ocean,estuaries,and wetlands where local geometries are characterized by inlets,islands,and intertidal marsh zones.The model was validated by two standard benchmark tests: 1) spectral waves approaching a mild sloping beach and 2) morphological changes of seabed in an idealized tidal inlet.In Test 1,model results were compared with both analytical solutions and laboratory experiments.A further comparison was also made with the structured grid Regional Ocean Model System (ROMS),which provides an insight into the performance of the two models with the same open boundary forcing. 相似文献