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1.
长江口洪季北槽深水航道区域悬沙沉降速度估算   总被引:2,自引:2,他引:0  
根据北槽深水航道区域洪季多年固定测点的水文泥沙资料,综合利用Rouse公式及霍夫变换方法,估算了深水航道工程下洪季北槽悬沙沉降速度。从悬沙沉降速度角度探讨了北槽深水航道区域泥沙高回淤的基本原因。研究结果表明:航道回淤与悬沙沉降速度有十分密切的关系;洪季条件下,北槽悬沙沉降速度在2~8 mm/s之间,其悬沙沉降速度随盐度变化有先增大后变小的特点,在7‰左右时悬沙沉降速度最大;结合洪季北槽航道回淤分布,在深水航道CSW~CS3测点附近泥沙回淤量较高,该处航道高回淤是由于该区域具有较好的泥沙絮凝条件(盐度)及较高的水体含沙量致使该区域悬沙沉降速度较大造成的。  相似文献   

2.
王广禄 《海岸工程》2018,37(3):50-56
航道工程建设后,泥沙和地形通过一定时间到达平衡,故航道区域发生回淤现象。考虑航道施工期回淤特征的多变性和复杂性,利用单波束测深技术测量的便捷快速,且单点垂向精度高的优点,设计了航道施工期回淤监测快速简便实施方案。方案中使用了固定断面法进行了监测网的布置;采用距离倒数加权平均法提高狭长航道验潮精度和速度;使用断面单元分算汇总的办法计算疏浚施工期航道回淤量。通过对实例项目的操作,基本满足快速准确回淤监测要求,为长期回淤研究提供宝贵的施工期资料。  相似文献   

3.
基于分形插值方法在时间尺度上对长江口12.5 m深水航道2011至2013年的回淤量进行研究。分析垂直尺度因子对年回淤量的影响,给出年回淤量的计算公式,预测和评估长江口航道的年回淤量。研究结果表明,分形插值可以较好的反映长江口12.5 m深水航道的月回淤量的变化,通过调整垂直尺度因子,可以得到包含动力和泥沙特性在内的综合因素对深水航道年回淤量的影响。基于分形插值方法构建了长江口深水航道年回淤量计算公式,可以依据垂直尺度因子di对长江口航道年回淤量进行相对准确的预测和评估。确定了垂直尺度因子的变化范围为-0.12至0.20,进而得到近些年的年回淤量的变化范围为8 023.7×104m3至10 303.2×104m3,其最小回淤量为6 580×104m3。  相似文献   

4.
厦门西港航道潮流和悬沙回淤实验研究   总被引:1,自引:0,他引:1  
徐啸 《台湾海峡》1996,15(2):103-112
通过潮汐水流试验和定床浑水悬沙回淤试验,探求厦门西港嵩(屿)-鼓(鼓浪屿)水道及猴屿以南浅段航道水流动力特点及泥沙回淤机制,研究各种工程方案对航道及港区沙回淤规律的影响,预测港区航道今后泥沙回淤趋势。  相似文献   

5.
杭州湾深水航道成槽的可行性研究   总被引:1,自引:0,他引:1  
本文通过对杭州湾动力条件和泥沙运动的分析,在认识了航道试挖槽回淤特性的基础上,依据悬沙回淤规律,对杭州湾深水航道的开挖和维护提出了看法和建议  相似文献   

6.
运用半封闭港区水域泥沙回淤研究结果,以及电厂港池取水物理模型试验结果,提出电厂港池取水回淤计算模式。应用此模式对某港拟建电厂各取水工况进行港池航道回淤计算分析。  相似文献   

7.
杭州湾深水航道东试挖槽浮泥研究   总被引:4,自引:0,他引:4  
本文在对杭州湾深水航道东试挖槽中浮泥进行观测和淤泥特性试验研究的基础上,分析了槽中浮泥产生和消失的规律,认识到浮泥的固结是东试挖槽中泥沙回淤的主要形式。这对研究拟开挖的杭州湾深水航道东段的泥沙回淤规律,确定适航水深和航道维护方案等都有着较重要的指导意义。  相似文献   

8.
广利港口拦门沙航道开挖后淤积强度预测   总被引:4,自引:0,他引:4  
广利港口拦门沙的发育使得对航道疏浚的要求日益迫切,而疏浚后海底地形的改变会导致水动力条件的变化而产生泥沙回淤。本文利用已得的数据资料以及数值模拟后的数据资料进行了回淤强度的预算,并据此对航道疏浚后每年的清淤量提出了合理的建议。  相似文献   

9.
1992年10月在“珠江口航道整治规划”研究中应用中子活化示踪沙技术对矾石浅滩抛泥区泥沙的运动规律及其对航道的回淤影响进行了现场测验,就该抛泥区的合理性进行了分析。该抛泥区所抛泥沙主要沿矾石浅滩南移沉积,另有一部分西行进入伶仃航道,为减少航道的淤积,该抛泥区应适当向东迁移。  相似文献   

10.
天津南港工业区位于渤海湾典型的淤泥质海岸,其港区为环抱式有掩护的平面布局,规划建设10万吨级航道。为准确预测港池航道的泥沙回淤状况,采用双向嵌套网格建立波浪潮流共同作用下的泥沙运动数学模型,考虑波浪辐射应力作用,以及波浪引起的紊动和波浪增强海床底部切应力对悬沙输移的影响。模型选取现场实测大潮作为代表潮,以工程海域附近测波资料的能量加权平均结果作为代表波,对邻近的天津港15万吨级航道年均回淤进行了验证,确定数学模型中相关泥沙运动与底床冲淤的计算参数。在此基础上,数学模型预测了南港工业区规划的港池航道总的年均回淤量,与天津港主航道资料类比,计算的南港工业区港区10万吨级航道泥沙回淤分布与淤积总量是合理的。  相似文献   

11.
泉州湾泥沙运移特征的初步研究   总被引:4,自引:0,他引:4  
泉州湾属于潮流、径流和波浪综合作用下的山地海湾,根据两次(1994年6月和2001年12月)水文泥沙实测资料,分析泉州湾悬浮泥沙和沉积物分布特征,研究其沉积物来源,并探讨北水道的沉积速率。悬浮泥沙含量自河口(湾顶)-湾口-外海逐渐降低。高值区出现在水道和河口,冬季高于夏季,大、中潮高于小潮。泉州湾沉积物分布与水动力强弱环境呈很好的对应关系。晋江携带入海的泥沙是研究区的主要物源:海岸侵蚀来沙与湾外来沙也提供了部分物源。南、北水道分别属于落潮槽与涨潮槽两种不同性质的水道。北水道沉积物较细,以沉积作用为主,其入口处淤积程度较轻,而在上游淤积程度相对较重;南水道流速较大,沉积物较粗,是泥沙输运主要通道,地形变化不明显。  相似文献   

12.
泉州湾泥沙运移与冲淤变化   总被引:4,自引:0,他引:4  
运用"粒径趋势分析"方法研究泉州湾泥沙净输运趋势,借助210Pb测年法测定湾内北水道的沉积速率,并通过海图对比计算海湾冲淤变化.结果表明,泉州湾总体处于淤积之中,但湾内冲淤分布不平衡:北水道淤积程度重,其中上游是湾内的现代沉积中心;南水道是泥沙输运出湾的主通道,局部略微侵蚀.湾内涨、落潮流路的平面分异和地形条件的制约是北水道淤积的主要原因,强劲的落潮流以及径流是南水道成为泥沙输运主通道的主要动力条件.  相似文献   

13.
The evolution of the cross section of a salt-marsh channel is explored using a numerical model. Deposition on the marsh platform and erosion and deposition in the channel affect the tidal prism flowing through the cross section, such that the model captures the evolution of the stage–discharge relationship as the channel and marsh platform evolve. The model also captures the growth of salt-marsh vegetation on the marsh platform, and how this vegetation affects flow resistance and the rate of sedimentation. The model is utilized to study the influence of hydroperiod and vegetation encroachment on channel cross section. Numerical results show that a reduction in hydroperiod due to the emergence of the marsh platform causes an infilling of the channel. Vegetation encroachment on the marsh surface produces an increase in flow resistance and accretion due to organic and mineral sedimentation, with important consequences for the shape of the channel cross section. Finally, modeling results indicate that in microtidal marshes with vegetation dominated by Spartina alterniflora, the width-to-depth ratio of the channels decreases when the tidal flats evolve in salt marshes, whereas the cross-sectional area remains proportional to the tidal peak discharge throughout channel evolution.  相似文献   

14.
不同高度潜堤减淤效果水槽实验研究   总被引:1,自引:0,他引:1  
潜堤高程是淤泥质海岸潜堤设计的关键要素之一。为了确定潜堤高程,首先根据已建潜堤工程的经验分析得出潜堤减淤的主要机理,即主要是阻挡了浮泥或底部高含沙水体直接进入航道和缩短了含沙水体进入航道的时间,进而在长水槽中开展了一系列比对实验,主要研究不同堤顶高程时的水流紊动、堤前浮泥起动、浮泥层厚度变化、堤后航道泥沙落淤情况等,并以此作为比选堤顶高度的基本依据。实验结果表明当相对高度即潜堤高度与堤前水深之比为0.2~0.5时,便有较好的减淤效果。  相似文献   

15.
We present a series of experiments that investigate the morphology of sediment deposits within sinuous submarine channels of different sinuosity (S = 1.14–1.94) and planform (symmetric and asymmetric bends), generated by bedload-dominated turbidity current flows. Flows were generated by releasing dense saline gravity currents over a mobile sediment bed through pre-formed sinuous channels. Flows had a basal-outwards helicity and produced a characteristic bed morphology with point bars downstream of the bend apex at the inside of bends and scour at the outside of bends. An increasing loss of fluid through overspill with increasing channel sinuosity results in a decreasing magnitude of cross-stream velocity downstream, a decreasing amount of erosion and deposition, and decreasing transverse slopes of in-channel deposits. Basal fluid from within the channel is transported over the outer-levee at bends, implying that proximal outer-bend levee deposits will have similar sediment composition to that within the channel. More deposition of coarse material might be expected on levees and in overbank regions close to higher amplitude bends. No simple relationship was observed between superelevation and sinuosity, probably due to changes in the relative influences of downstream velocity and bend curvature on centrifugal force and inertial run-up. In the channel with the tightest initial bend curvature, overspill fluid from Bend 1 re-entered the channel at Bend 2, dominating flow characteristics and disrupting the basal-outwards helicity observed in the other channels. Higher sinuosity channels and those with shallow regional and levee slopes are thus more likely to have a higher proportion of anomalous flow and sedimentation patterns due to the influence of overspill fluid re-entry into the channel. The results of this investigation are combined with published observations to enable the synthesis of a new model for sedimentation in sinuous submarine channels.  相似文献   

16.
Here we present results from a suite of laboratory experiments that highlight the influence of channel sinuosity on the depositional mechanics of channelized turbidity currents. We released turbidity currents into three channels in an experimental basin filled with water and monitored current properties and the evolution of topography via sedimentation. The three channels were similar in cross-sectional geometry but varied in sinuosity. Results from these experiments are used to constrain the run-up of channelized turbidity currents on the outer banks of moderate to high curvature channel bends. We find that a current is unlikely to remain contained within a channel when the kinetic energy of a flow exceeds the potential energy associated with an elevation gain equal to the channel relief; setting an effective upper limit for current velocity. Next we show that flow through bends induces a vertical mixing that redistributes suspended sediment back into the interiors of depositional turbidity currents. This mixing counteracts the natural tendency for suspended sediment concentration and grain size to stratify vertically, thereby reducing the rate at which sediment is lost from a current via deposition. Finally, the laboratory experiments suggest that turbidity currents might commonly separate from channel sidewalls along the inner banks of bends. In some cases, sedimentation rates and patterns within the resulting separation zones are sufficient to construct bar forms that are attached to the channel sidewalls and represent an important mechanism of submarine channel filling. These bar forms have inclined strata that might be mistaken for the deposits of point bars and internal levees, even though the formation mechanism and its implications to channel history are different.  相似文献   

17.
Located in the south-eastern part of the Bay of Biscay, the Capbreton Canyon incises the continental shelf up to the 30 m isobath contour, and acts as a natural conduit for continental and shelf-derived sediments. EM1000 multibeam bathymetry shows two main features characterising the canyon — a deeply entrenched meandering channel, bordered by fluvial-like terraces constituting large sediment traps. A dataset of cores and seismic profiles together with a multibeam bathymetry map has enabled the characterisation of recent sedimentary activity in the axial channel and on the terraces. Data analysis evidenced the major role of the canyon head in recent sediment dynamics. This part of the canyon is a temporary reservoir for sediments, accumulated by coastal hydrodynamic processes. Exceptional climatic, tectonic or hydrodynamic events can mobilise the sediments and generate gravity-driven flows. Under the present-day sea-level highstand conditions, these flows are not powerful enough to bring their bedload to the deep sea, and are confined mainly to the upper part of the canyon. Turbidity currents model the axial channel pathway and are at the origin of terrace formation. Terraces in the Capbreton Canyon are not typical but rather are reduced to confined levees. Three factors control the vertical growth of a terrace: (1) the amount of overspilled sediments brought by turbidity currents, (2) hemipelagic sedimentation and (3) terrace height. The amount of sediment spilling over a terrace decreases with increased terrace elevation. Concurrently, the proportion of hemipelagic fallout depositing on a terrace increases. Terraces are considered to be fossil when the height of the terrace prevents further deposition by overspilling. The terraces studied in this paper are interpreted as having formed during the Holocene, implying that the sediment dynamics of the Capbreton Canyon is continuous through time. Highstand periods differ from lowstand periods because they show a decrease in the energy of erosive processes. Temporal variations in erosive and depositional processes in the canyon are controlled by the Adour River, which delivers large amounts of sediment to the system.  相似文献   

18.
Based on the analysis of ocean dynamic condition and sediment environment, conclusions can be drawn that strong wind is an essential factor influencing sudden sedimentation in outer channel. Through theoretical analysis, it changes the complex process that wind raises wave, wave tilts sediment and current transports sediment into a comprehensive factor, and obtains mathematical formula between effective wind energy and the thickness of sudden sedimentation. The parametees in this formula are determined with field data of Huanghua Port. It may be used to predict siltation thickness and volume along the channel. By analyzing and comparing the difference in ocean hydrodynamic conditions and seabed material between Huanghua Port and Binzhou Port, the proposed formula can be used to predict sudden sedimentation in Binzhou Port and the calculated results is rehable. By predicting it on different combination plans among different recurrence in- tervals, entrance locations and channel classes, it provides references for the plane design of Binzhou Port.  相似文献   

19.
以黄骅坳陷明化镇曲流河储集层为例,在稀井网条件下,利用河道边缘检测等地震技术方法,结合沉积规律、生产测井资料,确定河道带展布特征,定量预测未期河道的边界与点坝位置,逐一描述单一河道分布,模拟并展现了整个地质事件连续的分布特征,同时也为井位的优化设计与方案的优化调整奠定了基础.  相似文献   

20.
Late Cenozoic sedimentation from four varied sites on the continental slopes off southeastern Canada has been analysed using high-resolution airgun multichannel seismic profiles, supplemented with some single channel data. Biostratigraphic ties are available to exploratory wells at three of the sites. Uniform, slow accumulation of hemipelagic sediments was locally terminated by the late Miocene sea-level lowering, which is also reflected in changes in foraminiferan faunas on the continental shelf. Data are very limited for the early Pliocene but suggest a return to slow hemipelagic sedimentation. At the beginning of the late Pliocene, there was a change in sedimentation style marked by a several-fold increase in accumulation rates and cutting of slope valleys. This late Pliocene cutting of slope valleys corresponds to the onset of late Cenozoic growth of the Laurentian Fan and the initiation of turbidite sedimentation on the Sohm Abyssal Plain. Although it corresponds to a time of sea-level lowering, the contrast with the late Miocene lowstand indicates that there must also have been a change in sediment delivery to the coastline, perhaps as a result of increased rainfall or development of valley glaciers. High sedimentation rates continued into the early Pleistocene, but the extent of slope dissection by gullies increased. Gully-cutting episodes alternated with sediment-draping episodes. Throughout the southeastern Canadian continental margin, there was a change in sedimentation style in the middle Pleistocene that resulted from extensive ice sheets crossing the continental shelf and delivering coarse sediment directly to the continental slope.  相似文献   

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