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1.
分析了建立黄河河口泥沙有限元模型的必要性,并结合黄河河口实际情况,建立了黄河河口二维潮流和泥沙数学模型。从数学模型模拟计算得到的潮位、流速和冲淤验证结果可以看出,由模型模拟的潮汐和潮流的等海洋动力特性以及泥沙冲淤和海底变形都与实测资料一致,表明建立的河口泥沙二维有限元数学模型可进行黄河河口的潮汐、潮流和泥沙运动及海底冲淤演变的模拟与预测。  相似文献   

2.
分析了建立黄河河口泥沙有限元模型的必要性,并结合黄河河口实际情况,建立了黄河河口二维潮流和泥沙数学模型。从数学模型模拟计算得到的潮位、流速和冲淤验证结果可以看出,由模型模拟的潮汐和潮流的等海洋动力特性以及泥沙冲淤和海底变形都与实测资料一致,表明建立的河口泥沙二维有限元数学模型可进行黄河河口的潮汐、潮流和泥沙运动及海底冲淤演变的模拟与预测。  相似文献   

3.
利用MIKE21二维水动力模型,对海阳中心渔港建设前,以及两种预选方案建设后海域潮流分别进行数值模拟。在潮流模拟验证正确的基础上,建立了海底冲淤预测模型,预测了工程建设前后静风条件下全年冲淤趋势。并运用MIKE21Coupled ModelFM模块,模拟了极端天气条件(SE15m/s大风)浪流共同作用下工程附近海域的冲淤情况。根据方案建设前后潮流场、冲淤趋势进行分析,确定最优方案,为海阳中心渔港的规划设计提供决策参考。  相似文献   

4.
分形分析法用于海湾冲淤演化预测的初步探讨   总被引:2,自引:0,他引:2  
针对封闭或半封闭海湾的海岸线,引入分形分析法,预测其冲淤变化趋势。该方法基于海岸线在平衡状态下分形维数最小的思想,建立海岸线分形维数与其冲淤变化之间的相关关系,以此为依据判断海岸线所处的冲淤演化阶段,预测其发展趋势。以胶州湾为研究实例,根据海湾的面积和总岸线长度的变化情况定性分析海岸线分形维数的变化,应用上述方法预测其冲淤演化趋势,得出胶州湾将继续淤积的结论。从分析过程和预测结果2个方面对这砷方法的可行性进行讨论,初步证明这种方法的应用是合理、可行的。  相似文献   

5.
湛江湾沿岸工程冲淤影响的预测分析Ⅱ.冲淤的数模计算   总被引:11,自引:0,他引:11  
本文在研究I动力地貌分析的基础上,参照窦国仁等提出的河道二维全沙数学模型,建立了在波浪、潮流共同作用下的二维全沙数学模型.通过合理地选取模型中有关参数,比较好地模拟了日前湛江湾冲淤变化的基本态势,并对湛江湾开发工程后港湾可能引起的冲淤强度变化和冲淤区域的空间分布进行了计算预测,其结果与动力地貌分析的结果一致.  相似文献   

6.
湛江湾填海工程对海床冲淤的影响预测   总被引:2,自引:0,他引:2  
建立了湛江湾泥沙数学模型,模拟了湛江湾海床冲淤演变,模拟结果表明,湛江湾海床较为稳定,年冲淤强度小,模拟冲淤分布与历史海图资料得出的长期演变趋势符合。模型用于湛江湾围填工程对海床冲淤变化的影响预测,结果表明工程后海床冲淤强度没有明显的改变。另外,优选了围填方案,估计了港池的淤积强度。  相似文献   

7.
海底冲淤是海洋水文、地质等多种因素综合作用的结果。研究本区海底冲淤变化时,主要根据不同年代海图资料的对比与分析,并结合对海洋水文、沉积状况及沉积物年代测定、泥沙测定、调访等资料进行综合分析,以了解冲淤的基本趋势及主要形成因素。  相似文献   

8.
床面冲淤计算机处理方法   总被引:2,自引:0,他引:2  
田林  孙志林 《海洋工程》2001,19(4):100-104
冲淤计算是河流,河口,海岸等水域中分析,预测床面变化的基础,利用非结构网络自动剖分技术形成覆盖计算区域的三角网,能较好地适应边界和特殊地形,基于高程内插建立三角网数字高程模型,采用垂直三棱柱体作为基本单位计算不同时段冲淤量,从而提高计算精度,通过网络剖分,利用在计算区域内任意选择子域进行淤量的计算和分析。同时将生成的非结构网格直接有于二维床面冲淤数学模型,便于对每个节点的计算结果进行检证以提高模型的可靠性。  相似文献   

9.
以烟台八角海域为例,分别采用数值模拟计算与实测值对比两种方式分析评价防波堤建设对海底冲淤变化的影响。研究结果表明,防波堤建设导致研究区海底沉积物由原来的平衡状态转变为"浅水冲深水淤"的态势,冲刷及淤积速率均为0~0.06m/a。除构筑物附近等边界区域外,模型计算结果与实测泥沙运移趋势基本一致。  相似文献   

10.
为研究江苏如东海上风电场工程建设造成的泥沙冲淤状况,建立了工程前苏北沿海及其外海水动力及泥沙输运网格模型。在潮位、潮流与泥沙含量验证准确的前提下,将风电场区域内75台风机划分为12个风机群,每一个风机群以桥墩构筑物的形式添加进MIKE21网格模型中,进行工程后泥沙冲淤数值模拟。研究表明,苏北沿海及其外海水动力场与泥沙输运特征基本符合实际情况。对比工程建设前后泥沙冲淤变化可知,工程海域的年冲淤变化整体呈现淤积趋势,强度在0.88 m/a~1.66 m/a左右;桩基迎水面及其后方主要呈现淤积趋势,两侧呈现冲刷趋势。35 Kv海底电缆线区域附近有一定程度的床面冲刷,需要对该海域进行工程运营后的监测。  相似文献   

11.
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   

12.
肖荣鸽  靳帅帅 《海洋科学》2022,46(6):116-123
管道腐蚀速率的影响因素众多且各因素协同作用,构成异常复杂的腐蚀体系,很难对其进行准确预测。针对单一BP模型由于初始权值和阈值的选取不当容易陷入局部最优等问题,引入WOA算法优化BP神经网络对海底管道腐蚀速率进行预测,并与GA和PSO算法优化BP预测模型进行对比,验证WOA-BP模型的预测效果和可行性。结果表明:WOA-BP模型的平均绝对百分误差和均方根误差分别为3.689%和0.1537,远低于单一BP、PSO-BP、GA-BP模型,具有较高的预测精度和稳定性,可以为海底管道内腐蚀防护和油气管道流动保障提供决策支持。  相似文献   

13.
Longshore sediment transport estimation using a fuzzy inference system   总被引:1,自引:0,他引:1  
Accurate prediction of longshore sediment transport in the nearshore zone is essential for control of shoreline erosion and beach evolution. In this paper, a hybrid Adaptive-Network-Based Fuzzy Inference System (ANFIS), Fuzzy Inference System (FIS), CERC, Walton–Bruno (WB) and Van Rijn (VR) formulae are used to predict and model longshore sediment transport in the surf zone. The architecture of ANFIS consisted of three inputs (breaking wave height), (breaking angle), (wave period) and one output (longshore sediment transport rate). For statistical comparison of predicted and measured sediment transport, bias, root mean square error and scatter index are used. The longshore sediment transport rate (LSTR) and wave characteristics at a 4 km-long beach on the central west coast of India are used as case studies. The CERC, WB and VR methods are also applied to the same data. Results indicate that the errors of the ANFIS model in predicting wave parameters are less than those of the empirical formulas. The scatter index of the CERC, WB and VR methods in predicting LSTR is 51.9%, 27.9% and 22.5%, respectively, while the scatter index of the ANFIS model in the prediction of LSTR is 17.32%. A comparison of results reveals that the ANFIS model provides higher accuracy and reliability for LSTR estimation than the other techniques.  相似文献   

14.
悬浮泥沙作为重要水质参数,其分布和动态变化对河口及近岸的生态、环境、物质循环等都具有深远的影响。我国静止轨道高分四号(GF-4)卫星数据具有高时间和高空间分辨率的观测优势,在水色遥感上具有重大应用潜力。为探究GF-4卫星对悬浮泥沙浓度的监测能力,本文以杭州湾为研究区,构建反演模型,利用静止海洋水色成像仪进行交叉验证。结果表明,以GF-4卫星第5和第4波段遥感反射率的比值作为遥感因子建立的反演模型精度较高,决定系数为0.92,均方根误差为223.2 mg/L,平均相对误差为17.2%。交叉验证结果显示,GF-4卫星作为一种新的遥感数据源,在低浓度区与静止海洋水色成像仪反演悬浮泥沙浓度分布相似,但在高浓度区的差异随浓度增高而增大,总体可满足中国大部分海区的监测需求。  相似文献   

15.
杨少鹏  拾兵  杨立鹏 《海洋工程》2020,38(1):154-161
基于泥沙突变理论,针对海底管线冲刷下泥沙的运动特征,建立恒定流作用下的泥沙起动模式,确定希尔兹数、无量纲参数、冲刷坑深度之间相互作用的非线性方程,推导了恒定流作用下海底管线冲刷坑深度的预测公式。将相同条件下该公式的计算结果与前人的试验资料进行了对比,可发现尽管计算结果存在一定的误差,但也基本能满足对冲刷坑深度的预测和判断,从而证明了泥沙突变模型在预测海底管线冲刷坑深度中的适用性。  相似文献   

16.
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   

17.
Most submarine canyons are erosive conduits cut deeply into the world’s continental shelves through which sediment is transported from areas of high coastal sediment supply onto large submarine fans. However, many submarine canyons in areas of low sediment supply do not have associated submarine fans and show significantly different morphologies and depositional processes from those of ‘classic’ canyons. Using three-dimensional seismic reflection and core data, this study contrasts these two types of submarine canyons and proposes a bipartite classification scheme.The continental margin of Equatorial Guinea, West Africa during the late Cretaceous was dominated by a classic, erosional, sand-rich, submarine canyon system. This system was abandoned during the Paleogene, but the relict topography was re-activated in the Miocene during tectonic uplift. A subsequent decrease in sediment supply resulted in a drastic transformation in canyon morphology and activity, initiating the ‘Benito’ canyon system. This non-typical canyon system is aggradational rather than erosional, does not indent the shelf edge and has no downslope sediment apron. Smooth, draping seismic reflections indicate that hemipelagic deposition is the chief depositional process aggrading the canyons. Intra-canyon lateral accretion deposits indicate that canyon concavity is maintained by thick (>150 m), dilute, turbidity currents. There is little evidence for erosion, mass-wasting, or sand-rich deposition in the Benito canyon system. When a canyon loses flow access, usually due to piracy, it is abandoned and eventually filled. During canyon abandonment, fluid escape causes the successive formation of ‘cross-canyon ridges’ and pockmark trains along buried canyon axes.Based on comparison of canyons in the study area, we recognize two main types of submarine canyons: ‘Type I’ canyons indent the shelf edge and are linked to areas of high coarse-grained sediment supply, generating erosive canyon morphologies, sand-rich fill, and large downslope submarine fans/aprons. ‘Type II’ canyons do not indent the shelf edge and exhibit smooth, highly aggradational morphologies, mud-rich fill, and a lack of downslope fans/aprons. Type I canyons are dominated by erosive, sandy turbidity currents and mass-wasting, whereas hemipelagic deposition and dilute, sluggish turbidity currents are the main depositional processes sculpting Type II canyons. This morphology-based classification scheme can be used to help predict depositional processes, grain size distributions, and petroleum prospectivity of any submarine canyon.  相似文献   

18.
1 IntroductionSubmarine pipelines are important ocean engi-neeringequipm ents, especiallyfortheoiland gasin-dustries. M anyresearchershavebeendedicatedtotheproblem of local scour around the submarinepipelines, butmostoftheirwork arelaboratory testsand foc…  相似文献   

19.
The marine polychaete Diopatra cuprea (Bosc) produces tubes that protrude above the sediment surface. To the part above the sediment surface the worm attaches foreign particles. A sharp boundary separates the parts above and below the sediment surface. With subsequent erosion, part of the tube without attached particles becomes exposed and this exposed part indicates the amount of erosion. With subsequent sedimentation, the tubes are enlarged upward and the sharp boundary is found below the sediment surface indicating the amount of subsequent sedimentation. This mode of construction of tubes during an average life span of two years renders tubes as simple but excellent natural tools for precise and easy measurement of the latest annual rates of erosion and deposition in coastal areas, data that are essential for the solving of coastal engineering and geoenvironmental problems. Comparison of this tool with expensive long-term coastal profiling data in four areas in the Bay of Bengal coast indicates its correctness and high applicational value. This revised model can be applied to modern coastal environments only for calculating latest annual rates of both erosion and deposition as correctly as latest physical techniques. Being based on the similar organosedimentary principle, it distinctively contrasts with the earlier model of Myers which provides information on the amount of sediment accumulation only without any time connotation and, it may generate erroneous results if applied to the geologic past unless some limitations evolved in the processes of dewatering, compaction, lithification and diagenesis are removed.  相似文献   

20.
The marine polychaete Diopatra cuprea (Bosc) produces tubes that protrude above the sediment surface. To the part above the sediment surface the worm attaches foreign particles. A sharp boundary separates the parts above and below the sediment surface. With subsequent erosion, part of the tube without attached particles becomes exposed and this exposed part indicates the amount of erosion. With subsequent sedimentation, the tubes are enlarged upward and the sharp boundary is found below the sediment surface indicating the amount of subsequent sedimentation. This mode of construction of tubes during an average life span of two years renders tubes as simple but excellent natural tools for precise and easy measurement of the latest annual rates of erosion and deposition in coastal areas, data that are essential for the solving of coastal engineering and geoenvironmental problems. Comparison of this tool with expensive long-term coastal profiling data in four areas in the Bay of Bengal coast indicates its correctness and high applicational value.

This revised model can be applied to modern coastal environments only for calculating latest annual rates of both erosion and deposition as correctly as latest physical techniques. Being based on the similar organosedimentary principle, it distinctively contrasts with the earlier model of Myers which provides information on the amount of sediment accumulation only without any time connotation and, it may generate erroneous results if applied to the geologic past unless some limitations evolved in the processes of dewatering, compaction, lithification and diagenesis are removed.  相似文献   

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