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1.
磨刀门水道盐度混合层化机制 总被引：3，自引：0，他引：3
基于Simpson方法和磨刀门水道2009年枯季水文实测资料,选取上、下游两个站位的径流层化、潮汐混合、风致扰动3个影响河口水体分层的主要因素进行盐度混合的层化机制分析。研究表明:由于M1站位处上游,径流作用相对占优,分层不明显,只在涨潮急流时出现微弱的盐度分层;M2站则水体分层明显,小潮期间径流作用占主导,水体呈持续性分层,当由小潮转为中潮后,潮流作用增强,出现周期性分层现象,大潮以后,由于上游径流增加,潮流与径流作用相当,仍为周期性分层,但分层有所加强。层化的发育程度依赖径流致层化作用与潮汐、风致混合作用的博弈。 相似文献
2.
磨刀门已由"径流型"向"径流-波浪型"河口转变,波浪已是该河口主要动力之一,但波浪对河口洪季水流及泄洪的影响缺少研究。在2-D潮流数学模型中添加随潮位实时变化的波浪辐射应力,建立波浪潮流耦合数学模型;波浪求解采用缓坡方程,背景水深由潮流模型实时提供,可通过比较考虑和未考虑波浪影响的河口流场来分析波浪对泄洪的影响。在年均常浪作用下,磨刀门河口洪季涨落潮阶段均有明显的波生环流结构。由于波浪作用方向向陆,波生流减弱了浅滩区的向海余流,增大了浅滩向陆余流;受浅滩向海余流减弱影响,河口动力自调整后形成归槽水流,促使深槽内向海余流增大。波浪有顶托河口泄洪之势,可改变滩槽泄洪分配比例;年均常浪的波高较小,其对潮流及泄洪的影响区域限制在浅水区,故对泄洪的负面影响有限。 相似文献
3.
为研究磨刀门盐水混合层化特征,基于SCHISM模型,建立了三维盐度数值模型,根据实测资料对其进行验证。结合水体势能异常理论,对枯季磨刀门河口混合层化的时空变化特征及深槽与浅滩的层化机制差异进行分析。结果表明:磨刀门河口小潮时水体层化最强,中潮时水体层化最弱,且拦门沙至挂定角段水体层化始终较强。磨刀门深槽水体层化主要受纵向平流、纵向水深平均应变和垂向混合影响,而浅滩水体层化则受横向平流、横向水深平均应变和垂向混合影响;磨刀门河口表、底层水体湍动能耗散率较高,而中间水层存在低耗散区,且涨潮时湍动能耗散率比落潮时大。 相似文献
4.
收集了2004-2006年珠江口磨刀门水道咸潮发生时测站(1~7)逐日定时观测的的含氯度、水位与流量数据,分析了各监测站含氯度与水位的日变化与年变化,导出了咸潮演变各过程中,含氯度与径流、潮流、河口地形等的关系式,建立了珠江口地区磨刀门水道咸潮入侵的经验模型。据此,模拟了2006年1月12日的磨刀门地区的咸潮入侵态势,经过和沿途各观测点验证发现与实测数据非常吻合。以含氯度等于250mg/L(饮用水的含氯度最大值)的点作为咸潮入侵的最远点,用简化修改后的盐度模拟模型计算了磨刀门咸潮入侵最大距离,并根据2006年1月12~20日的河口含氯度与最近的上游天河站的径流量实测数据计算出相应的咸潮入侵最大距离。研究表明,在河流枯水期(珠江河口通常是12月至翌年3月),只要获得当天河口的含氯度和上游测站的径流量数据,就能利用此经验模型估算出河流各点的含氯度,作出盐度模拟图,并估算出相应的咸潮入侵最大距离。 相似文献
5.
根据2009年12月1025日磨刀门水道上至竹银下至口门近半月的同步实测水文资料,对该水道在大、中、小潮下表、中、底层的水动力特性进行了分析和探讨。结果显示,枯季磨刀门水道总体涨、落潮流速都不大,即使大潮时该水道总体表层涨落潮平均流速分别仅为0.5m/s和0.76m/s;水动力特性一般呈现:表层落潮流速显著大于涨潮流速,底层涨、落潮流速相差不大的规律;表底层涨落潮流速一般呈现随潮型增大而增大的趋势;表层涨潮历时小于落潮历时,底层涨潮历时大于落潮历时;实测结果显示,包括口门及上游河道范围内的表、底层流速出现相反的现象,时段一般出现在经过第一个长时间的落潮流之后的第二个较短落潮时间段内,且沿水深方向的转流点更为靠近表层。 相似文献
6.
为阐明强潮河口最大浑浊带的形成机制及其运动规律,通过瓯江和椒（灵）江实测资料分析,系统分析了强潮河口最大浑浊带形成的影响因素及其与河口地貌的响应关系。考虑黏性细颗粒泥沙运动特性和盐度的影响,开发了强潮河口最大浑浊带数学模型,对椒（灵）江枯季大潮最大浑浊带运移过程进行了模拟。结果表明:①强潮河口最大浑浊带是潮波变形、咸淡水混合、泥沙再悬浮等复杂因素在一定河口边界和泥沙条件下相互作用的产物,潮波变形和泥沙供给是影响最大浑浊带形成的关键因素。②强潮河口最大浑浊带模拟必须充分考虑潮流、盐淡水混合、泥沙周期性起动、絮凝和沉积密实等因素,所建立的数学模型可用于强潮河口最大浑浊带研究。 相似文献
7.
8.
长江河口地处海陆交汇地区,其海表盐度受到长江流域、东海和三角洲社会经济活动的复合影响。水体盐度直观反映了河口区域冲淡水分布,对于研究淡水羽状锋、长江物质输送与河口环境变化等具有重要意义。本文分别对枯季和洪季的长江口盐度实测数据,以及中分辨率成像光谱仪（moderate-resolution imaging spectroradiometer,MODIS）遥感反射率与反射率的比值进行拟合回归分析,建立长江口表层盐度反演经验模型,得到枯季的相关系数和均方根误差（root-mean-square error,RMSE）分别为-0.930 3、0.45‰,洪季的相关系数和RMSE分别为-0.818 5、0.88‰;并分析模型在时间尺度上的适用性。利用该盐度反演模型对长江口2007-2016年的表层盐度进行反演,结合大通站记录的长江径流量观测资料,分析长江口表层水体盐度的时空变化规律。结果表明：长江口表层盐度受径流量影响较大,空间上呈自西向东递增趋势,具有季节性分异;枯季近岸盐度较高,高盐度海水可以到达长江口南北支分叉122.5°E附近;洪季冲淡水影响范围广,高盐度海水聚集在123°E以东、31°N以南,长江口北部出现低盐区域;2007-2016年间枯季大通站流量呈上升趋势,平均盐度为29.27‰,总体呈降低趋势,洪季大通站流量呈降低趋势,平均盐度为27.10‰,呈上升趋势,盐度和径流量在年际变化中存在良好的负相关关系。 相似文献
9.
为研究磨刀门水道咸潮上溯的动力特性,基于非结构网格海洋模型（Finite Volume Coastal Ocean Model,FVCOM）,构建了覆盖珠江河口及其上游网河区的高分辨率三维斜压数值模型,采用实测资料对其进行率定和验证,并开展了咸潮上溯的数值模拟计算。根据计算结果和实测资料,对磨刀门水道大、中、小潮期间的盐淡水分层与混合特征、盐分物质的分层输移机制进行分析,探讨其咸潮上溯强度时空分布差异的原因。结果表明:小潮期,底层累积盐通量明显大于表层,净输移方向为陆向;大潮期,表层累积盐通量明显大于底层,净输移方向为海向;而平衡点一般出现于中潮期,这就是磨刀门水道咸潮上溯最强和最弱时刻分别出现于小潮和大潮后的中潮期的原因所在。 相似文献
10.
河口地区感潮河段水动力过程复杂,为在突发水污染事故中合理制定精细化应急方案,基于环境流体水动力模型（EFDC）从水动力学角度对不同水文条件下深圳河口水域突发水污染事故的影响范围、时间及程度进行了数值模拟分析,提出了一种判断河口海湾地区主导水动力因素的分析方法。采用基于傅里叶变换的频谱分析法对事故中污染物输移扩散的主要影响因子进行了准确识别,并采用单因变量多因素方差分析法进行了印证。结果表明,潮流是感潮河段水动力过程的主要驱动因素,但在突发水污染事故中,深圳河各断面特征污染物浓度变化与陆地径流关系密切,径流是感潮河段内突发事故中特征污染物输移的主导动力因素。 相似文献
11.
A three-dimensional, time-dependent hydrodynamic and suspended sediment transport model was performed and applied to the Danshuei
River estuarine system and adjacent coastal sea in northern Taiwan. The model was validated with observed time-series salinity
in 2001, and with salinity and suspended sediment distributions in 2002. The predicted results quantitatively agreed with
the measured data. A local turbidity maximum was found in the bottom water of the Kuan-Du station. The validated model then
was conducted with no salinity gradient, no sediment supply from the sediment bed, wind stress, and different freshwater discharges
from upstream boundaries to comprehend the influences on suspended sediment dynamics in the Danshuei River estuarine system.
The results reveal that concentrations of the turbidity maximum simulated without salinity gradient are higher than those
of the turbidity maximum simulated with salinity gradient at the Kuan-Du station. Without bottom resuspension process, the
estuarine turbidity maximum zone at the Kuan-Du station vanishes. This suggests that bottom sediment resuspension is a very
important sediment source to the formation of estuarine turbidity maximum. The wind stress with northeast and southwest directions
may contribute to decrease the suspended sediment concentration. When the freshwater discharges increase at the upstream boundaries,
the limits of salt intrusion pushes downriver toward river mouth. Suspended sediment concentrations increase at the upriver
reaches in the Danshuei River to Tahan Stream, while decrease at Kuan-Du station. 相似文献
12.
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
13.
The purpose of this study was to determine whether there was a sufficiently high residual salt load in the dry sediments of
the St Lucia Estuary to cause salinity problems should it later fill up with either freshwater or seawater. The estuary lakes
have suffered the effects of a severe drought since 2002 with the result that many areas were dry, and the salinity of the
residual water varied between 4 psu and up to five times that of seawater. Measurements of the salts content in the sediments
to a depth of 20 cm showed that more than 2 million tonnes of salt was held in this layer of the sediment in 2006. Recent
management of the estuary (since 1970) has ensured that the mouth was not artificially opened. This was to prevent the inflow
of seawater, with its salts, that would otherwise enter while the drought was in place. The results of the sediment salinity
data showed that if the drought had been broken and the lake area filled with rain and river water, the resulting salinity
would be about 6 psu. In March 2007, Cyclone Gamede in the Indian Ocean off the east coast of South Africa produced a wave
climate at sea that resulted in the mouth breaching; thus introducing an estimated 12 million tonnes of salts. The high salinity
in the system resulting from this breach is expected to have an adverse effect on the ecology of the system, whereas the residual
salinity in the sediments would not have caused an environmental problem. If the estuary and lake system were to fill completely
with seawater, the residual salts together with seawater will raise the salinity to an initial value higher than 40 psu, which
will have the effect of suppressing much of the important submerged vegetation that is vital for sustaining juvenile fish
in the system. Many of the large fauna will also suffer from a shortage of freshwater. 相似文献
14.
A series of cruises was carried out in the estuarine turbidity maximum (ETM) region of Chesapeake Bay in 1996 to examine physical and biological variability and dynamics. A large flood event in late January shifted the salinity structure of the upper Bay towards that of a salt wedge, but most of the massive sediment load delivered by the Susquehanna River appeared to bypass the ETM zone. In contrast, suspended sediments delivered during a flood event in late October were trapped very efficiently in the ETM. The difference in sediment trapping appeared to be due to increases in particle settling speed from January to October, suggesting that the fate of sediments delivered during large events may depend on the season in which they occur. The ETM roughly tracked the limit of salt (defined as the intersection of the 1 psu isohaline with the bottom) throughout the year, but it was often separated significantly from the limit of salt with the direction of separation unrelated to the phase of the tide. This was due to a lag of ETM sediment resuspension and transport behind rapid meteorologically induced or river flow induced motion of the salt limit. Examination of detailed time series of salt, suspended sediment, and velocity collected near the limit of salt, combined with other indications, led to the conclusion that the convergence of the estuarine circulation at the limit of salt is not the primary mechanism of particle trapping in the Chesapeake Bay ETM. This convergence and its associated salinity structure contribute to strong tidal asymmetries in sediment resuspension and transport that collect and maintain a resuspendable pool of rapidly settling particles near the salt limit. Without tidal resuspension and transport, the ETM would either not exist or be greatly weakened. In spite of this repeated resuspension, sedimentation is the ultimate fate of most terrigenous material delivered to the Chesapeake Bay ETM. Sedimentation rates in the ETM channel are at least an order of magnitude greater than on the adjacent shoals, probably due to focusing mechanisms that are poorly understood. 相似文献
15.
杭州城市供水85%取自钱塘江河口段,取水水质在枯水大潮期都不同程度地受到盐水入侵的威胁,分析钱塘江河口盐水入侵时空变化及研制二维数值预测模型对保障城市供水安全十分必要。根据钱塘江河口段实测水文氯度资料,分析了强潮作用下盐水入侵的时空变化特征;据此构建考虑斜压作用的二维水流、盐度输移的耦合数学模型,计算格式采用守恒性较好的有限体积法;在模型验证的基础上,数值分析了径流和潮汐对钱塘江河口段盐水入侵的影响,结果表明河口段的盐水入侵明显地受径流和潮汐的影响,据此可通过增大上游新安江水库的下泄流量抑制盐水入侵上溯以减小取水口氯度及超标时间,确保用水安全。 相似文献
16.
The importance of suppression of turbulence by stratification on the estuarine turbidity maximum 总被引：2，自引：0，他引：2
W. Rockwell Geyer 《Estuaries and Coasts》1993,16(1):113-125
A simple numerical model demonstrates that the reduction in turbulence due to stratification greatly enhances the trapping of suspended sediment that occurs at the estuarine turbidity maximum. In moderately and highly stratified estuaries the turbulent diffusivity decreases markedly between the region upstream of the salinity intrusion, where the turbulence is uninhibited by salt stratification, and the stratified regime within the salinity intrusion, where turbulence is reduced by the inhibitory influence of salt stratification. This reduction in turbulent diffusion results in a reduction in the quantity of sediment that can be carried by the flow, causing sediment to be trapped near the landward limit of the salinity intrusion. This trapping process occurs at the same location as that due to the estuarine convergence, but it appears to be many times more effective at trapping silt-size particles. A model is formulated that is similar to Festa and Hansen's (1978) model of the estuarine turbidity maximum, with the addition of a stratification-dependent eddy diffusivity. For silt-size sediment particles, the model indicates as much as a 20-fold increase in the trapping rate with inclusion of the stratification effect. it is likely that this mechanism is important in many partially mixed and highly stratified estuaries. 相似文献
17.
N. P. Ratnayake K. B. A. Silva I. G. I. K. Kumara 《Environmental Earth Sciences》2013,69(8):2529-2540
The Kaluganga River Estuary is one of the main sources of construction sand in Sri Lanka. Salt water intrusion along this estuary due to extensive sand mining has increased over the years. Thus, the focus of the current research is to understand the relationship between river sand mining, salt water intrusion, and the resultant effects on construction sand. Two surveys were conducted along the Kaluganga Estuary along an 11 km stretch from the river mouth at predetermined intervals to measure depth water quality profiles, and to collect sediment samples. These surveys were carried out during maximum spring tide; first in a dry period and then in a wet period, to understand hydrographic effects on the quality of river sands. Sand samples were analysed for absolute chloride content and grain size distribution. Results showed significant salt water intrusion during the dry period, averaging 2,307 μS cm?1 in surface waters throughout the surveyed 11 km stretch along with 3,818 μS cm?1 (average) in bottom waters up to 5.6 km upstream from the river mouth causing above normal chloride content in the bottom sandy sediments. The high chloride content in bottom sands was recorded up to 5.5 km from the river mouth making them unsuitable for construction purposes. However, during wet period, salt water intrusion levels in the bottom waters were insignificant (average 61 μS cm?1) and the chloride content in bottom sediments was very low. This study highlighted the requirement for regulations on river estuary sandmining for construction purposes. 相似文献
18.
Freshwater and sediment management in estuaries affects water quality, particularly in deltaic estuaries. Furthermore, climate change-induced sea-level rise (SLR) and land subsidence also affect estuarine water quality by changing salinity, circulation, stratification, sedimentation, erosion, residence time, and other physical and ecological processes. However, little is known about how the magnitudes and spatial and temporal patterns in estuarine water quality variables will change in response to freshwater and sediment management in the context of future SLR. In this study, we applied the Delft3D model that couples hydrodynamics and water quality processes to examine the spatial and temporal variations of salinity, total suspended solids, and chlorophyll-α concentration in response to small (142 m3 s?1) and large (7080 m3 s?1) Mississippi River (MR) diversions under low (0.38 m) and high (1.44 m) relative SLR (RSLR = eustatic SLR + subsidence) scenarios in the Breton Sound Estuary, Louisiana, USA. The hydrodynamics and water quality model were calibrated and validated via field observations at multiple stations across the estuary. Model results indicate that the large MR diversion would significantly affect the magnitude and spatial and temporal patterns of the studied water quality variables across the entire estuary, whereas the small diversion tends to influence water quality only in small areas near the diversion. RSLR would also play a significant role on the spatial heterogeneity in estuary water quality by acting as an opposite force to river diversions; however, RSLR plays a greater role than the small-scale diversion on the magnitude and spatial pattern of the water quality parameters in this deltaic estuary. 相似文献
19.
David J. DeMaster Gary B. Knapp Charles A. Nittrouer 《Geochimica et cosmochimica acta》1983,47(10):1713-1723
Water column and seabed samples were obtained from 92 stations on the Amazon continental shelf during October of 1979. Uptake of silica near and southeast of the river mouth began at a salinity of 8%. and accounted for 17% of the riverine silica flux to this region. Uptake northwest of the river mouth began at a salinity of 20%. and resulted in 33% removal of the riverine silica flux. Examination of filtered suspended solids revealed abundant diatoms in the surface waters, including Coscinodiscus. Skeletonema, Synedra. and Thalassiosira. The biological uptake of silica appears to be dependent on three factors: turbidity, turbulence, and nutrient availability. There was no evidence of abiological removal of silica in the Amazon estuary. 75 to 88% of the silica removed from surface waters by diatoms dissolves prior to accumulation in the seabed. Based on the mean biogenic silica content of shelf sediment (0.25%) and estimates of rates of sediment accumulation, the biogenic silica accumulation rate on the shelf is 2 × 1012 g/yr, which represents only 4% of the dissolved silica supplied by the Amazon River. Biological uptake of silica in estuarine surface waters may not accurately reflect permanent removal of biogenic silica to the seabed because of dissolution which occurs in bottom waters and near the sediment-water interface. 相似文献