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1.
应用FVCOM海洋模式,建立长江口附近海域海洋模型。通过径流、风场、潮汐、斜压和背景流场等不同环境因素下的数值模拟并结合"我国近海海洋综合调查与评价"专项长江口区域的调查资料进行分析,对长江冲淡水的扩展情况进行研究。数值实验再现了长江冲淡水在夏季的转向现象,通过实验对比分析发现长江冲淡水的转向主要是受风场控制,其中斜压效应、潮汐潮流、背景流场对冲淡水的转向影响不明显。长江径流和潮汐潮流只影响长江口附近的较小区域,背景流场本身比较稳定,对长江冲淡水扩展的季节变化影响不大,斜压效应在长江冲淡水转向过程中所起作用较小。  相似文献   

2.
何书会 《水文》2000,20(1):51-52
汊道型河道是平原区常见的一种河床形态,研究汊型河道的水面线及分流比是在汊型河道上设计交叉建筑物的必要依据。以沙河为例,采用“96.8”洪水调查资料,对汊道型河道的水面线及两汊分流量进行了研究,探讨了汊道型河道水面线及分流比的计算方法,介绍了各有关要素的确定。  相似文献   

3.
进口水流条件及河道周界特征的改变是促使分汊河道主支汊交替的两大主要因素,不同类型的汊道对两者敏感性存在差异,辨析不同汊道主支汊交替的主导因素是预测汊道演变的前提。以长江中游分汊河道为参考,通过调整进口水流动力轴线走向及两汊的长度比设置了30种概化方案,采用平面二维水沙数学模型探讨上述两种因素对主支汊交替的影响。结论表明:两汊长度比存在一个临界值,当汊长比低于此临界值时,进口主流动力轴线的偏移是影响主、支汊交替的主要动力因素;超过此临界值后,进口水流条件变化对汊道分流格局的影响将会明显减弱,影响主支汊交替的主导因子将转换为汊道间的阻力对比关系;通过概化计算得到此临界值约为1.5。  相似文献   

4.
长江口北支沉积物粒度特征与沉积环境   总被引:1,自引:0,他引:1  
长江口北支为喇叭口型中潮河口,在径流-潮流共同作用下,塑造了典型的心滩、边滩、沙嘴、潮流脊和潮汐汊道等地貌形态。本文根据所采集的长江口北支底质的粒度分析结果,利用数字地质方法对粒度参数进行对应分析;并在此基础上分析北支的沉积特征及沉积环境,揭示其沉积作用的动力机制。  相似文献   

5.
进口水流条件及河道周界特征的改变是促使分汊河道主支汊交替的两大主要因素,不同类型的汊道对两者敏感性存在差异,辨析不同汊道主支汊交替的主导因素是预测汊道演变的前提。以长江中游分汊河道为参考,通过调整进口水流动力轴线走向及两汊的长度比设置了30种概化方案,采用平面二维水沙数学模型探讨上述两种因素对主支汊交替的影响。结论表明:两汊长度比存在一个临界值,当汊长比低于此临界值时,进口主流动力轴线的偏移是影响主、支汊交替的主要动力因素;超过此临界值后,进口水流条件变化对汊道分流格局的影响将会明显减弱,影响主支汊交替的主导因子将转换为汊道间的阻力对比关系;通过概化计算得到此临界值约为1.5。  相似文献   

6.
河网非恒定水沙数学模型研究   总被引:12,自引:0,他引:12       下载免费PDF全文
建立了能够适用于多种情况的河网非恒定流水沙数学模型。推导提出了河网泥沙方程组的分级解法,提出了适用于河网计算的汊点分沙模式,分析和对比了多种分沙模式的适用性,对河网区域中可蓄水汊点也提出了相应的处理办法。采用汉江杜家台分蓄洪区的资料作了模型的验证和应用。  相似文献   

7.
江心洲在何种水动力条件下具有稳定的形态一直是河床演变学中的核心问题,采用河道形态变分分析方法,综合分析分汊型河流在水流连续方程、阻力方程、推移质输沙方程和总流能量方程控制下的自动调整机理。以长江中下游两汊不对称的江心洲为研究对象,将其形态概化为规则的等腰三角形,详细数理分析发现,主汊的分沙比大于分流比是这类江心洲达到平衡的必要条件。当分汊河道达到平衡状态时,江心洲的形态会随着汊道间水沙分配比例的调整而变化,且分流比与分沙比越接近,江心洲越窄长。另外,利用长江中游监利汊道的实测水沙资料对理论分析进行验证,结果表明,江心洲形态的理论计算值与相应的实测值符合程度较好,相对误差为9.0%左右。  相似文献   

8.
潮汐汊道形态动力过程研究综述   总被引:5,自引:0,他引:5  
高抒 《地球科学进展》2008,23(12):1237-1248
潮汐汊道是潮流作用占优势的沉积环境之一。潮汐汊道系统的口门水道往往是天然航道,在海港建设上具有重要性。从动力地貌学的观点来看,口门水道形态特征和演化研究涉及多种关键的海岸动力过程,因而具有重要的理论意义。均衡态下的潮汐汊道的口门过水断面面积与纳潮量之间存在着幂函数关系,当用传统的O′Brien方法来确定幂函数曲线时,指数n的值变化范围较大,这是由于参与统计分析的部分汊道系统未达到均衡态而造成的;而应用沉积动力学方法,所获的n值稳定在1.15左右,能更好地代表均衡态断面面积。在断面形状上,小型潮汐汊道可以形成宽浅水道中镶嵌次级水道的形态,以适应沉积物输运和堆积过程,提高汊道系统的稳定性。因此,小型潮汐汊道具有不同于大型潮汐汊道的时间—流速不对称特征。这些研究结果在小型汊道的开发和整治工程上具有应用价值。由于口门断面形态是与口门水道和潮流三角洲的整体特征及其动态相联系的,因此,今后的研究重点应是水动力条件、沉积物输运和堆积过程、水道形态之间的反馈关系,以及与纳潮海湾充填同步的潮流三角洲的生长过程,从而使水道地貌演化能够被定量地模拟。  相似文献   

9.
中国潮汐汉道研究的进展   总被引:14,自引:0,他引:14  
潮汐汊道(tidalinlet)是一种重要的海岸类型。本世纪70年代,在欧美等国成为研究热点。80年代,我国不少海岸学家加入这一研究行列。分析了潮汐汊道及其与其它潮汐海岸类型如潮汐河口、潮流冲刷槽等在学术概念上的差异与重合,评述了中国潮汐汊道研究的进展,重点介绍有代表性的研究成果,提出了今后我国应优先研究的主要课题。  相似文献   

10.
沙洲是塑造分汊型河道最重要的形态因子,其发育与蚀退由于上游来水来沙变化呈现冲淤交替,从而影响分汊河道输水输沙平衡.通过单个卵石沙洲的淤积和冲刷试验,揭示不同加沙速率、粒径和来流量条件下,沙洲淤积和冲刷规律,并建立简化理论模型分析沙洲淤积速率.结果表明,4组加沙试验中,分流点后出现明显淤积下延至洲头,左汊和右汊成为输沙通道,洲尾中心线两侧的左右汊道有泥沙淤积,洲尾未出现淤积.7组清水冲刷试验中,洲头最先承受冲刷和蚀退,并沿洲体冲刷延伸,洲头冲刷的泥沙沿左右汊水流带到下游,洲尾未出现明显冲刷.卵石沙洲以洲头淤积为主导发育模式,泥沙粒径、洲头坡角和分流角是决定淤积速率的关键因子.  相似文献   

11.
胶州湾三维潮流及潮致余环流的数值模拟   总被引:23,自引:0,他引:23  
运用一个三维正压湍流封闭数值的模式,成功模拟了胶州湾M2分潮的潮汐与潮流分布,模拟结果表明,胶州湾的潮流以往复流为特征,最大流速出现在胶州湾口,量值为95cm/s,潮臻余流的水平结构是:团团转”的多涡结构,其中5个余流涡旋的位置得到观测资料的证实,在模拟结果的基础上,比较了欧拉余流和拉氏余流的差异,并分析潮致拉氏余流涡的垂向结构特征,垂向湍粘性系数的水平分布与水吩布形态相似,呈现出底,表层小,中层大的垂直分布结构。  相似文献   

12.
胡四友  李春辉  潘锡山  王扬 《水文》2014,34(4):61-67
利用临时潮位站琅矶山、钓浜、下大陈岛的潮位观测资料和7条垂线大、中潮全潮潮流观测资料,分析了黄礁作业区附近海域潮汐、潮流特性。结果表明:测区海域潮汐类型属于正规半日潮,潮流类型属于非正规半日潮流性质。1#~5#垂线为往复流,6#、7#垂线为旋转流,该海域潮波为驻波性质。  相似文献   

13.
A 3-D coastal ocean model with a tidal turbine module was used in this paper to study the effects of tidal energy extraction on temperature and salinity stratification and density-driven two-layer estuarine circulation. Numerical experiments with various turbine array configurations were carried out to investigate the changes in tidally averaged temperature, salinity, and velocity profiles in an idealized stratified estuary that connects to coastal water through a narrow tidal channel. The model was driven by tides, river inflow, and sea surface heat flux. To represent the realistic size of commercial tidal farms, model simulations were conducted based on a small percentage (less than 10 %) of the total number of turbines that would generate the maximum extractable energy in the system. Model results show that extraction of tidal in-stream energy will increase the vertical mixing and decrease the stratification in the estuary. Installation of in-stream tidal farm will cause a phase lag in tidal wave, which leads to large differences in tidal currents between baseline and tidal farm conditions. Extraction of tidal energy in an estuarine system has stronger impact on the tidally averaged salinity, temperature, and velocity in the surface layer than the bottom layer even though the turbine hub height is close to the bottom. Finally, model results also indicate that extraction of tidal energy weakens the two-layer estuarine circulation, especially during neap tides when tidal mixing is weakest and energy extraction is smallest.  相似文献   

14.
The morphology and migration rate of tidal bedforms are important because of their use in interpretation of modern and ancient sediment transport regimes. Tidal flow, megaripple morphology and migration were studied in the mesotidal Mawddach Estuary, North Wales, to examine the veracity of published flow-bedform relationships, quantify spatial variations in migration and assess consequences for palaeoflow reconstruction. Two transects were surveyed along a megarippled intertidal shoal (mean grain size 280 μm) for a period of 22 semi-diurnal tidal cycles. A vertical array of current meters recorded tidal current profiles at the centre of one of the transects. Flood tidal currents dominate at Fegla Fach shoal, with peak velocities over 1 m s?1 at spring tides, and 0.5 m s ?1 at neaps, and bed sediment transport was also flood-dominated. Over the lunar cycle, the morphology of the megaripples on the survey lines was divisible into three phases: 1 the neap mode-consisting of near-moribund two-dimensional (2-D) flood-orientated megaripples of wavelength c. 6 m and height c. 0.2 m; 2 a transitional mode-where, on rising tidal ranges, scour pits formed and developed into 3-D megaripples which underwent net migration with the flood tide; 3 the spring mode-consisting of 3-D megaripples of wavelength c. 4 m and height c. 0.2 m. Despite complete re-orientation by the ebb tide, these were recognizable from one low water survey to the next, and net migration was c. 1 m per tide with the flood tide. We infer the presence of the equilibrium ‘spring tidal form’ occurring as flood-orientated megaripples during the flood tide. The data support previously reported separation of 2-D and 3-D megaripples at a depth to grain size ratio of 8000, and at a depth-mean velocity of the dominant tide (Umaxdom) of 0.75-0.8 m s?1. A migration threshold exists at Umaxdom of c. 0.53-0.57 m s?1. Measures of migration which might be used on preserved sections have been applied to the data. These measures systematically overestimated bedform migration at most stages of the lunar cycle (by <25% at spring tides and <140% in the post-spring transition period), but were accurate when the megaripples had developed into their 'spring tidal form’. There is significant variation of migration rates within the survey populations. We conclude that whilst the occurrence of megaripple cross-sets may be used as a palaeoflow indicator, and sedimentary structures associated with 2-D to 3-D transitions may also be indicative of palaeoflows, there are likely to be significant uncertainties involved in using tidal bundles as an indication of sediment transport rates.  相似文献   

15.
Modern and ancient tidal straits are the least well understood of all tide‐dominated depositional systems. To provide an increased understanding of these systems, a facies‐based depositional model is assessed by comparing multibeam surveys of three present‐day tidally dominated seaways with a number of superbly exposed Neogene‐to‐Quaternary strait‐fill successions of Calabria (south Italy). The model points out the existence of four depositional zones, laterally adjacent from the narrowest strait centre to its terminations, distributed along symmetrical or asymmetrical seaways. These zones, whose signature is recorded in four facies associations in the Calabrian tidal straits, are as follows: (i) the strait‐centre zone, associated with the tidal current maxima and where sediments are scarce or absent; (ii) the dune‐bedded zone, where sediments form dune complexes due to tidal flow expansion; (iii) the strait‐end zone, where currents decelerate accumulating thinly bedded, fine‐grained deposits; and (iv) the strait‐margin zone, where sediment massflows descend tectonically active, steep margins towards the strait axis. In ancient, tectonically confined, narrow seaways, these facies generate a distinctive deepening‐upward vertical succession, where tidal currents are the dominant process in the sediment distribution.  相似文献   

16.
城市江堤外移工程对防洪影响研究   总被引:7,自引:0,他引:7       下载免费PDF全文
以浙江省温州市瓯江江堤外移工程为例,应用二维潮流数学模型研究了堤线外移的不同工程方案对城市防洪的影响。该模型能够模拟瓯江与楠溪江交汇引起的复杂水流运动,以及多岛屿对水流流场的影响。验证计算表明,计算的潮位及18条垂线流速及断面流量过程与实测值吻合较好,误差均小于10%。因堤线外移的部分大多位于河道岸线的凹囊,适当外移可使河道岸线更趋平顺。100年一遇洪水时,瓯江大桥至鱼旗山堤线外移曲线方案1与直线方案2分别使屿头山-梅岙河段最高潮位壅高0.03~0.04m及0.04~0.08m。多年平均流量450m3/s时,方案2使塔山至鱼旗山断面垂线平均流速增加6%~22%,工程段以外河段流速变化较小;方案1缩窄的河宽和拦截过水面积明显小于方案2,相应引起流速变化也较小。  相似文献   

17.
The flooding-drying process over the intertidal zone of the Satilla River estuary of Georgia was examined using a three-dimensional (3-D) primitive equations numerical model with Mellor and Yamada's (1982) level 2.5 turbulent closure scheme. The model was forced by the semi-diurnal M2, S2, and N2 tides and freshwater discharge at the upstream end of the estuary. The intertidal salt marsh was treated using a 3-D wet-dry point treatment technique that was developed for the σ-coordinate transformation estuary model. Good agreement was found between model-data comparison at anchor monitoring sites and also along the estuary that suggested that the model provided a reasonable simulation of the temporal and spatial distribution of the 3-D tidal current and salinity in the Satilla River estuary. Numerical experiments have shown that the flooding-drying process plays a key role in the simulation of tidal currents in the main river channel and in water transport over the estuarine-salt marsh complex. Ignoring this process could lead to a 50% under-estimation of the amplitude of tidal currents. The model results also revealed a complex spatial structure of the residual flow in the main channel of the river, with characteristics of multiple eddy-like cell circulations. These complicated residual currents are formed due to tidal rectification over variable topography with superimposition of inertial effects, asymmetry of tidal currents, and baroclinic pressure gradients. Water exchanges over the estuary-intertidal salt marsh complex are asymmetric across the estuary, and tend to vary periodically on the northern side while quickly washing out of the marsh zone on the southern side. Strong Stokes’ drifting velocity was predicted in the estuary, so that the Lagrangian trajectories of particles were characterized by strong nonlinear processes that differ significantly from those estimated by the Eulerian residual currents.  相似文献   

18.
A three-dimensional (3-D) suspended sediment model was coupled with a 3-D hydrodynamic numerical model and used to examine the spatial and temporal distribution of suspended sediments in the Satilla River estuary of Georgia. The hydrodynamic model was a modified ECOM-si model with inclusion of the flooding-drying cycle over intertidal salt marshes. The suspended sediment model consisted of a simple passive tracer equation with inclusion of sinking, resuspension, and sedimentation processes. The coupled model was driven by tidal forcing at the open boundary over the inner shelf of the South Atlantic Bight and real-time river discharge at the upstream end of the estuary, with a uniform initial distribution of total suspended sediment (TSS). The initial conditions for salinity were specified using observations taken along the estuary. The coupled model provided a reasonable simulation of both the spatial and temporal distributions of observed TSS concentration. Model-predicted TSS concentrations varied over a tidal cycle; they were highest at maximum flood and ebb tidal phases and lowest at slack tides. Model-guided process studies suggest that the spatial distribution of TSS concentration in the Satilla River estuary is controlled by a complex nonlinear physical process associated with the convergence and divergence of residual flow, a non-uniform along-estuary distribution of bottom stress, and the inertial effects of a curved shoreline.  相似文献   

19.
川南马边地区下寒武统麦地坪组是昆阳式磷矿的重要赋矿层位,磷矿的分布受沉积古环境控制。以马边黄家坪地区麦地坪组含磷地层野外剖面实测及钻孔岩芯观察为基础,对麦地坪组沉积相特征、磷块岩特征、磷矿成因模式进行了详细研究。研究表明:黄家坪地区麦地坪组发育碳酸盐岩潮坪相沉积,可识别出潮上坪、潮间坪和潮下坪3个亚相共计6种微相类型:潮上坪包括潮上滩和潮上云坪微相;潮间坪包括潮汐水道、潮间滩、潮间灰坪;潮下坪则仅发育低能潮下坪,垂向上表现出海退-海侵的沉积演化序列。据此建立了麦地坪组海湾潮坪相沉积模式。磷块岩的富集严格受沉积相带控制,潮间坪内高能水动力的潮间滩和潮汐水道是最有利于磷块岩形成的微相环境,砂砾屑磷块岩是马边地区发育较为广泛的磷块岩类型。磷矿床的成矿模式为上升洋流将富磷海水带入到海湾潮坪环境内,受生物-化学作用使磷以胶体-化学的形式发生凝聚富集,形成半固结—弱固结的磷酸盐沉积物,后遭受水流的冲刷、破碎、搬运、簸选再次发生沉淀,经压实、固结即形成高品位的磷块岩。  相似文献   

20.
惠州凹陷珠海组沉积时期,海侵自西南方向进入凹陷,潮流对来自西北方向的古珠江三角洲沉积物有强烈改造作用,在凹陷西南部形成近海潮汐沉积,研究区以潮坪沉积作用为主。运用高分辨率层序地层学原理分析了A/S值变化过程中潮汐相的沉积学与地层学响应,以岩心、测井资料为基础,对珠海组进行了高频基准面旋回划分。在时间地层单元格架内,以潮汐相沉积模式为指导,以井—震界面标定与追踪后的三维数据体为基础,运用地震沉积学分析方法和地层切片技术,优选地震属性,对研究区储层分布进行了预测,分析了其时空演化特征,为该区油气勘探与开发提供了依据。  相似文献   

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