共查询到18条相似文献，搜索用时 187 毫秒
1.
基于实测的水深、潮流、悬浮体、底质数据及历史气象资料等,采用导入SWAN波浪参数的ECOMSED三维模型,模拟大风浪对小清河口附近海域悬浮体浓度和底床冲淤变化的影响程度。并利用全潮水文观测资料对水动力和输沙率模拟结果进行检验,对比分析表明计算值与实测值吻合良好。模拟结果表明,大风浪影响下近岸海域泥沙输运变化较大,悬浮体浓度可达一般天气的10倍左右,而底床冲淤变化可达平时的百余倍。大风浪期间剧烈的底床冲淤变化对河口拦门沙演化影响较大。 相似文献
2.
福建安海湾表层沉积物粒度特征及其现代沉积过程分析 总被引：1，自引：0，他引：1
通过对福建安海湾表层沉积物的粒度分析和对比,应用系统聚类分析、粒径趋势模型和切应力计算公式,探讨了研究区粒度的分布特征、沉积环境分区、表层沉积物输运趋势及其影响因素.研究结果表明,研究区包括6种表层沉积物类型,以黏土质粉砂和粉砂为主,沉积物大体呈现自海湾两侧潮滩向潮汐通道变粗的分布趋势.表层沉积物粒度的分布特征与水动力条件和物质来源密切相关,湾口附近及湾内深槽内,细颗粒的沉积物被再悬浮带走,粗颗粒的含量增大;在湾内潮滩上,悬浮物质因水动力作用逐渐减弱发生分选沉降,形成向岸变细的横向分异.海湾外泥沙随潮流不断地向海湾东侧岸滩运移,海湾周边陆源来沙由湾顶部往湾口方向下泄,两者是导致表层沉积物出现明显的顺时针方向汇聚趋势的原因之一;表层沉积物的输运趋势、悬浮泥沙的输运、潮滩植被与湾口沙嘴的遮蔽效应共同影响了研究区内浅滩地形的形成和变化.研究区可分为四类沉积环境区,以潮滩和潮汐通道环境为主,不同沉积区内的粒度参数、粒级频率和敏感粒级均有差异,动力条件差异和不同物源的影响程度是现代沉积环境格局的主要影响因素. 相似文献
3.
针对渤海湾曹妃甸海域波浪、潮流、泥沙及海床演变特点,应用波流共同作用下二维泥沙数学模型研究港区开发方案。2006年冬季和夏季大、小潮潮流泥沙验证表明,该海域潮位及15条同步垂线流速、流向、含沙量过程的计算值与实测值吻合良好,并进行了矿石码头港池前沿海域在潮流与波浪共同作用下悬沙引起的冲淤验证,计算的冲淤厚度及其分布趋势与实测值比较接近。在此基础上,研究了曹妃甸前岛后陆的港区围垦方案对水动力环境的影响问题,包括该工程引起的曹妃甸甸头以南深槽、老龙沟深槽及各港池的流速变化及底床的冲淤变形等。 相似文献
4.
现场试验表明,三角架观测系统稳定性良好,获取了边界层内多层位、连续的温、盐、流速、浊度同步观测数据,适用于浅海近底部沉积动力过程高分辨率观测及物质输运研究。观测结果显示:观测期间,边界层内存在向陆的余流,并呈现逐渐减小的趋势,其主要由涨、落潮流的不对称造成,大风天气和密度环流亦是影响余流强弱的重要因素;观测期间多数时刻底部切应力大于起动切应力,底质沉积物可产生明显的搬运甚至再悬浮;悬沙浓度对沉积动力的响应在涨、落潮,大、小潮阶段均有各自的特点,水动力的变化、潮流加/减速时间的长短、床面泥沙的供应量、上部水体泥沙的沉降是导致悬沙浓度变化的主要原因;底部边界层内,涨、落潮期间不对称输沙导致潮周期内悬沙净向河口湾内输运。 相似文献
5.
对南黄海辐射沙脊群海域123个表层沉积物样品中的有孔虫埋葬群进行了分析,发现其中浮游有孔虫含量低,平均不到7%,其分布与外海潮流有关,底栖有孔虫以浅水广盐性属种为主。通过对研究区至少在3个样品中含量大于2%的59个底栖有孔虫属种的Q型因子分析,提取了3个底栖有孔虫组合,结合沉积物粒度特征、现代海洋环境要素,将研究区划分成3个环境分区:(1)辐射沙脊群主干沙脊及大型潮流通道区,对应Ammonia beccarii vars.-Nonion akitaense-Cribrononion frigidum组合。该区可再分为两个亚区:辐射沙脊群主干沙脊及大型潮流通道北部亚区,代表受低温沿岸流和潮流影响的强水动力近岸砂质沉积环境;辐射沙脊群南部长江口偏北部亚区,反映强潮流的河口、低盐缺氧环境,兼受外海悬浮泥沙的影响。(2)海州湾及废黄河口区,对应Ammonia compressiuscula-Spiroloculina laevigata-Elphidium advenum组合,代表粉砂、黏土质底质,和水深50 m以浅的浅海环境。(3)辐射沙脊南部近岸浅水区,对应Nonion anomalinoidea-Ammonia maruhasii-Ammonia pauciloculata组合,反映了粉砂及砂质底质的近岸浅水、低盐潮间带和潮下带环境。总之,辐射沙脊群海域底栖有孔虫种群的分布,不仅受海水温盐、水深影响显著,还与此区独特的水动力条件,即外海潮波与内陆河流的共同作用有关。 相似文献
6.
南黄海悬浮体的垂直分布特性及其指示意义 总被引：3，自引：0，他引：3
重点研究了南黄海典型断面的悬浮体垂直分布特性及其指示意义。结果表明:四季南海黄海北部断面悬浮体分布的共同特征是西高东低,冬、春季鲁北沿岸流携带悬浮体向南输运和黄海暖流北上是南黄海与北黄海进行物质交换的重要方式和途径;夏半年南黄海中部断面深水域存在的表层云团状悬浮体高值区或"中层悬浮体最大值"现象与该海域的生物活动具有密切的联系;冬、春季苏北浅滩外侧海域近岸区的悬浮体含量显著高于夏、秋季,且冬半年近岸区的悬浮体具有向外海输运的趋势;长江口东北部断面各季节均存在2个悬浮体高值区,其中位于断面西部近岸海域的高值区与长江冲淡水(夏季)或苏北沿岸水(冬季)的影响有关,位于断面东部深水域处的悬浮体高值区是黄海西部沿岸流物质输运的结果,并与济州岛西南部海域的泥质区总体相对应,黄海与东海的物质交换过程主要通过夏季长江冲淡水东北向扩展与冬半年黄海西部沿岸流南下和黄海暖流北上进行。另外,水体层化和陆架锋也显著影响着南黄海悬浮体的垂直分布状况,锋面是控制夏季悬浮体向外海深水区输运的主要物理机制。 相似文献
7.
汕头近岸海域表层沉积物粒度特征及其输运趋势 总被引：1，自引：0，他引：1
对汕头近岸海域70个站位表层沉积物作了粒度分析和粒度参数计算,以探讨沉积物粒度分布特征。分析结果显示,研究区表层沉积物可划分为9种底质类型,以黏土质粉砂（YT）、砂质粉砂（ST）和砂-粉砂-黏土（S-T-Y）为主;砾、砂、粉砂和黏土的平均含量分别为1.4％,29.2％,51.0％,18.4％。平均粒径在0.12~7.30 之间变化,平均值为5.53 ;分选系数、偏态和峰态值的变化范围分别为0.50~2.94,-0.65~0.30和0.63~2.67,对应的平均值为1.82,-0.02和1.11。根据粒度分析结果,结合系统聚类方法和因子分析方法将研究区分为四类沉积区,分别代表不同的沉积环境,并应用GSTA模型分析了沉积物净输运趋势。结果显示,在汕头港水深＜10 m的海区,径流来沙和海域来沙有在榕江入海口和近岸汇聚的趋势;水深＞10 m的海区,沉积物呈现出明显的沿海岸线东北向输运的特征;在柘林湾,沉积物主要表现为弱的由海岸/海岛向海湾输运的特征。粒径趋势模型所揭示的这种沉积物输运格局与研究区的物源和水动力状况较好吻合,可为研究区港口建设和航道管理的决策提供参考资料。 相似文献
8.
9.
杭州湾底质的粒度特征和泥沙来源 总被引：4，自引：0，他引：4
杭州湾底质的分布,与潮流、波浪作用以及泥沙来源有着密切的关系。作为强潮海湾的杭州湾,潮流作用是主要的动力因素。底质的粒径大小与水动力强度相适应。底质的类型以泥质粉砂和粉砂为主。底质的分布具有一定的规律性,从湾口向湾内,颗粒粒径由细到粗,分选则由差到好。杭州湾的泥沙来源,以海域来沙为主,其中主要是长江输出的泥沙,随涨潮流进入杭州湾。 相似文献
10.
【目的】重力流是沉积物跨海岸/陆架输运的重要机理，对地貌演化具有重要影响。然而，重力流的发生具有偶然性，持续时间也很短暂。重力流的这两个固有特性，直接决定了其野外观测的困难性。近30年来，在全球海岸和陆架区域观测到重力流的研究整体上仍然较为有限。重力流野外观测的缺乏，导致对其输运过程的认识尚不完善。【方法】2018年秋季，在江苏海岸中部近岸海域放置海底三脚架，实施连续8个潮周期的野外观测。【结果】野外观测捕捉到8次高浓度浮泥层事件，发现5次重力流输运过程。【结论】重力流由上覆水体沉积物沉降或波浪再悬浮底床沉积物形成，由潮致底部切应力或波浪与潮流共同导致的底部切应力维持。近底高浓度浮泥层内的沉积物在潮流的作用下，会向上扩散，重力流从而消亡。观测结果支持经典重力流浮力—阻力模型的使用。 相似文献
11.
黄河三角洲滨海区沉积物的分异特征与规律 总被引：7，自引：0，他引：7
根据2000年79月黄河三角洲滨海区表层沉积物的分析结果,运用F lem ing的三角图式对沉积环境进行划分,并在此基础上结合沉积物结构、地形和水动力条件,探讨了沉积物的分布规律及其作用机制。结果表明:研究区域可划分为废弃三角洲滨海区、现行河口区和莱州湾滨海区三个沉积环境。对于废弃三角洲沉积区,在早期废弃的湾湾沟海区风浪作用为主,沉积物普遍较粗,抗冲能力较强;废弃不久的飞雁滩海区在波流联合作用下,沉积物粒径由岸向海变细,大致在-5-6m水深处存在一明显的界限,该水深以浅砂含量较高;而该水深以深以粉砂和粘土为主,砂含量较低。现行河口区,由于沙嘴前方强潮流带的作用,沉积物粒径由岸向海表现为粗—细—粗的演变趋势。在莱州湾海区,由于潮流场的影响,以广利河河口为界,以北粒径较细,而以南则较粗。 相似文献
12.
BARBARA J. LEES 《Sedimentology》1983,30(4):461-483
ABSTRACT Sand transport measurements of bedload and suspended load in the Sizewell-Dunwich Banks area, East Anglia have shown that the suspended mode is dominant. The depth-integrated spring tidal residual is 5.66 g cm−1 sec−1 , although the neap rate is only one-fifth of this. The calculated bedload transport rates also vary, from 0.012 to 0.040 g cm−1 sec−1 , correlating with changing meteorological conditions.
In order to predict the bedload sediment circulation pattern from midwater current meter measurements, five sediment transport equations were calibrated, using fluorescent dyed sand. Yalin's relationship gave the best estimates. The bed shear stress was determined by extrapolating the velocity profile as a power law relationship, with an exponent equal to 0.1, from midwater down to 2 m and as a lognormal profile from 2 m to the sea-bed. Roughness length values appropriate to the substrate were used.
Although bedload transport residuals are mainly to the south, the banks trend northwards from the coast and have also elongated in this direction. This is thought to be in response to the dominance of the suspended sediment transport. It is suggested that a tidal residual eddy mechanism is responsible for the banks'maintenance, similar to the process operating in Start Bay, Devon. The well-documented westward movement of the banks is likely to be related to wave processes. 相似文献
In order to predict the bedload sediment circulation pattern from midwater current meter measurements, five sediment transport equations were calibrated, using fluorescent dyed sand. Yalin's relationship gave the best estimates. The bed shear stress was determined by extrapolating the velocity profile as a power law relationship, with an exponent equal to 0.1, from midwater down to 2 m and as a lognormal profile from 2 m to the sea-bed. Roughness length values appropriate to the substrate were used.
Although bedload transport residuals are mainly to the south, the banks trend northwards from the coast and have also elongated in this direction. This is thought to be in response to the dominance of the suspended sediment transport. It is suggested that a tidal residual eddy mechanism is responsible for the banks'maintenance, similar to the process operating in Start Bay, Devon. The well-documented westward movement of the banks is likely to be related to wave processes. 相似文献
13.
Jianhua GAO Yang YANG Yaping WANG Shaoming PAN Rui ZHANG 《Frontiers of Earth Science》2008,2(3):249-261
High-resolution current velocity and suspended sediment concentration (SSC) data were collected by using an Acoustic Doppler
Current Profiler (ADCP) at two anchor stations and a cross-section in the South Channel of the Changjiang River mouth during
meso and neap tides on Nov. 16, 2003. In addition, tidal cycle (13-hour) observation at two stations was carried out with
traditional methods during the spring tide. Results indicated that resuspension occurred not only at the flood and ebb maximum,
but also in the early phase of ebb in the meso and neap tide. When tidal current transited from high to ebb phase, current
speed accelerated. Subsequently, fine-grained sediment with low critical threshold was resuspended and increased concentration.
The river mouth area remained in siltation in the meso and neap tidal phase during the observation season, with calculated
resuspension flux in the order of magnitude of 10−4–10−7 kg·m−2/s. Suspended sediment transport in the South Channel was dominated by freshwater discharge, but the Storks drift,
vertical circulation and vertical shear effect due to tidal oscillation also played an important role in resuspension and
associated sediment transport. In contrast, resuspension sediment flux in the spring tide was larger than that in meso and
neap tide, especially at the ebb maximum and flood maximum. The present study revealed that intensive resuspension corresponded
well with the larger current velocity during winter. In addition, the ‘tidal pumping’ effect and tidal gravity circulation
were also vital for forming the turbidity maximum in the Changjiang River estuary. 相似文献
14.
Sylvain Capo Isabelle Brenon Aldo Sottolichio Patrice Castaing Patrick Le Goulven 《Journal of African Earth Sciences》2009,55(1-2):52
In comparison to their temperate counterparts, sediment processes in tropical estuaries are poorly known and especially in African ones. The hydrodynamics of such environments is controlled by a combination of multiple processes including morphology, salinity, mangrove vegetation, tidal processes, river discharge, settling and erosion of mud and by physico-chemical processes as well as sediment dynamics.The aim of this study is to understand the sediment processes in this transitional stage of the estuary when the balance between river discharges and marine processes is reversing. Studying the hydrodynamics and sediment dynamics of the Konkouré Estuary has recently been made possible thanks to new data on bathymetry, sedimentary cover, salinity, water elevations, and current velocities. The Lower Konkouré is a shallow, funnel shaped, mesotidal mangrove-fringed, tide-dominated estuary, well mixed during low river discharge and stratified during high river discharge. The Konkouré Estuary is turbid despite the small amount of terrestrial input and its residual velocity at the mouth during low river discharges, landwards for two of the three branches, suggests a landward migration by tidal pumping of the suspended particulate matter. A Turbidity Maximum Zone (TMZ) is identified for typical states of the estuary with regard to fluvial and tidal components. Suspended sediment transport during a transitional stage between the rainy and dry seasons is known thanks to current velocity and Suspended Sediment Concentration (SSC) measurements taken in November 2003. The Richardson layered number calculation assesses that turbulence is the major mixing process in the water column, at least during the flood and ebb stages, whereas stratification occurs during the slack water periods. Tidal currents generate bottom erosion, and turbulence mixes the suspended sediment throughout the water column. As a result, a net sediment input is calculated from the western Konkouré outlet for two consecutive tidal cycles. Despite the net water export, almost 300 tons per tide reach the estuary through this outlet, for a moderate river flow. 相似文献
15.
波流共同作用下潮滩剖面沉积物和地貌分异规律——以长江口崇明东滩为例 总被引：1，自引：0，他引：1
通过对崇明东滩两个海滩剖面、表层沉积物和悬沙粒度以及同步水沙资料的分析,探讨波流共同作用下表层沉积物和地貌的分异规律。受波流共同作用的影响,表层沉积物中值粒径由破波带向两侧逐渐变细,分选由破波带向两侧逐渐变差,偏度由极正偏变为正偏,峭度由很窄尖变为宽平和中等峭度。由破波带向岸方向,流速逐渐减小,含沙量逐渐增加。悬沙和表层沉积物粒度特征的对比分析表明,潮间带上部的悬沙主要来源于破波带泥沙的再悬浮。破波带内泥沙以“波浪掀沙”引起的分选运移为主,而破波带两侧的泥沙以潮流对破波带水体的“平流输移”为主。以潮汐水位和高精度海滩剖面数据对崇明东滩微地貌类型按高程进行了新的划分。 相似文献
16.
Three hydrographic surveys were carried out in Deep Bay, which is located in the eastern part of Pearl estuary between Shenzhen, the most successful special economic zone of PRC, and Hong Kong. Data on current, size distributions of bottom sediment, suspended solids, and some water quality parameters were obtained. This information is of value for mathematical modeling of tidal circulation and sediment transport in the bay, and also useful in the planning of further development in this area. The sedimentation rate in Deep Bay was estimated by two different approaches, viz. comparison of historical navigation maps and210Pb dating. Information obtained from the maps indicated that average sedimentation rate between 1898 and 1949 was about 8 mm/yr, while a 15 mm/yr figure was obtained from the210Pb dating for recent years. 相似文献
17.
David H. Schoellhamer 《Estuaries and Coasts》2002,25(3):488-495
Suspended sediment concentration (SSC) data from San Pablo Bay, California, were analyzed to compare the basin-scale effect of dredging and disposal of dredged material (dredging operations) and natural estuarine processes. The analysis used twelve 3-wk to 5-wk periods of mid-depth and near-bottom SSC data collected at Point San Pablo every 15 min from 1993–1998. Point San Pablo is within a tidal excursion of a dredged-material disposal site. The SSC data were compared to dredging volume, Julian day, and hydrodynamic and meteorological variables that could affect SSC. Kendall's τ, Spearman's ?, and weighted (by the fraction of valid data in each period) Spearman's ρ, correlation coefficients of the variables indicated which variables were significantly correlated with SSC. Wind-wave resuspension had the greatest effect on SSC. Median water-surface elevation was the primary factor affecting mid-depth SSC. Greater depths inhibit wind-wave resuspension of bottom sediment and indicate greater influence of less turbid water from down estuary. Seasonal variability in the supply of erodible sediment is the primary factor affecting near-bottom SSC. Natural physical processes in San Pablo Bay are more arally extensive, of equal or longer duration, and as frequent as dredging operations (when occurring), and they affect SSC at the tidal time scale. Natural processes control SSC at Point San Pablo even when dredging operations are occurring. 相似文献
18.
《China Geology》2019,2(4):522-529
In recent years, development activities have had a significant impact on the environment of the Jiaozhou Bay, China. To ensure the sustainable economic and social development of the Jiaozhou Bay area, it is necessary to strengthen corresponding control measures. The important prerequisite is to properly understand the environmental conditions laws of natural change, especially the dynamic processes of sediment and the characteristics of landform evolution. Based on the data of continuous observation at 6 stations in Jiaozhou Bay for 25 hours, the Hydrodynamic Eutrophication Model (HEM-3D) was used to simulate the sediment erosion and deposition. The results show that the maximum suspended sediment concentration in the sea area of Jiaozhou Bay is about 40 mg/L, which appears in the northwestern area of the bay top and the Cangkou watercourse area, and the low concentration is located in the area of the central Jiaozhou Bay towards the bay mouth. The suspended sediment is 6–10 mg/L. Affected by a decrease in seawater material, the direction of the prevailing current in the Jiaozhou Bay area is different from that of the sediment transport. The velocity of the flood current is higher than that of the ebb current. However, during flood tide, the flux of resuspended seafloor sediment outside and at the mouth of the bay is limited and cannot contribute significantly to the suspended sediment in the bay. During ebb tide, the resuspended sediment at the shallow-water bay head and the east and west sides spreads toward the bay mouth with the ebb current, although it extends beyond the bay through the bay mouth. The research results can provide scientific support for the Jiaozhou Bay project construction and environmental protection. 相似文献