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1.
利用室内外实验和数学模型对波浪和湖流共同作用下太湖水体悬浮物输运过程进行了研究.结果表明:当太湖日平均风速在2~8m/s时,水体悬浮物再悬浮通量与平均风速符合正相关关系;太湖悬浮物沉降属于絮凝沉降.悬浮物浓度较低时,其沉降速率与浓度无明显的相关关系;而浓度较高时,沉降速率随浓度升高而增大.悬浮物浓度和沉降速率符合Logistic函数;将太湖湖流模型和波浪模型耦合,有效地反映了太湖的水动力过程;在太湖悬浮物模型中,引入底泥起悬条件,将底泥的起悬量与沉降量分开处理,有效地模拟了太湖悬浮物的输运过程.模拟结果表明太湖悬浮物沿岸区域受湖流的影响较大,湖心区域受波浪影响较大. 相似文献
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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
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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
6.
JAMES P. M. SYVITSKI K. W. ASPREY D. A. CLATTENBURG GORDON D. HODGE† 《Sedimentology》1985,32(1):83-107
The dynamics of suspended particles within a fjord's estuarine circulation are investigated and the results compared with larger non-enclosed prodelta environments. In the upper prodelta, the seaward-flowing river plume flows over the ambient marine water depositing much of the initial riverine suspended load. Sedimentation is dominated by coarse silt and fine-grained sand particles with coarseness determined by the tidal and fluvial stage. Particles less than 10 μn have similar settling velocities regardless of size because they settle in flocs: the settling velocity at a water depth of 5 m is 30 m day-1 and increases with depth so that at 30 m the particles settle at 100 m day-1. For larger particles, the downward settling velocity enhancement due to flocculation decreases with increasing grain size. Hydraulic sorting allows the preferential settling of feldspar and quartz over mica. Particle dynamics in the lower prodelta are dependent on the character of the freshwater wedge that thins seaward of the upper prodelta. The vertical flux of particles is controlled by biogeochemical interactions such as pelletization of fine particles and flocculation (which occurs within rather than below the surface layer in contrast to the upper prodelta). The pellets are produced by indiscriminate filter feeding zooplankton. Across the lower prodelta the suspensate character, recognized in the composition of both flocs and pellets, changes from a dominance of mineral grains to that of autochthonous organic matter. The interaction of bacteria with the suspended particles increases with depth and seaward distance. At depth, the mucoid filaments form stable interconnecting webs. Particle concentration in the surface layer decreases at a rate proportional to the negative one-half and three-halves power of the distance seaward over the upper and lower prodelta, respectively. This relationship is hypothesized as being universal for large marine deltas dominated by buoyancy flow dynamics, regardless of the levels of initial riverine particle concentration or their composition. 相似文献
7.
Analysis, in a free surface steady flow, of the interstitial velocity field inside a sedimentary bed
The objective of our study is to exploit ultrasonic Doppler velocimetry (UDV) to analyze the velocity field within a steady flow on a porous sedimentary bottom. Velocities are measured for several sedimentary beds, as well within the fluid vein as within the sediment. Our results highlight an exponential distribution of the velocities inside the sediment and a discontinuity of the velocity at the interface water–sediment, between the velocity in the free flow and the velocity within the sediment. These results highlight the need to base the analysis of sedimentary transport on the reality of the physical processes at the interface water–sediment. 相似文献
8.
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
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Shih-Nan Chen Lawrence P. Sanford Evamaria W. Koch Fengyan Shi Elizabeth W. North 《Estuaries and Coasts》2007,30(2):296-310
The effects of seagrass bed geometry on wave attenuation and suspended sediment transport were investigated using a modified
Nearshore Community Model (NearCoM). The model was enhanced to account for cohesive sediment erosion and deposition, sediment
transport, combined wave and current shear stresses, and seagrass effects on drag. Expressions for seagrass drag as a function
of seagrass shoot density and canopy height were derived from published flume studies of model vegetation. The predicted reduction
of volume flux for steady flow through a bed agreed reasonably well with a separate flume study. Predicted wave attenuation
qualitatively captured seasonal patterns observed in the field: wave attenuation peaked during the flowering season and decreased
as shoot density and canopy height decreased. Model scenarios with idealized bathymetries demonstrated that, when wave orbital
velocities and the seagrass canopy interact, increasing seagrass bed width in the direction of wave propagation results in
higher wave attenuation, and increasing incoming wave height results in higher relative wave attenuation. The model also predicted
lower skin friction, reduced erosion rates, and higher bottom sediment accumulation within and behind the bed. Reduced erosion
rates within seagrass beds have been reported, but reductions in stress behind the bed require further studies for verification.
Model results suggest that the mechanism of sediment trapping by seagrass beds is more complex than reduced erosion rates
alone; it also requires suspended sediment sources outside of the bed and horizontal transport into the bed. 相似文献
10.
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
11.
Vertical profiles of suspended fine sediment concentration, tidal current velocity, and salinity were measured in May 1994 in the Changjiang Estuary. High resolution concentration profiles were obtained by using a 0.5-MHz acoustic suspended sediment, monitor. High temporal and spatial resolution acoustic profiling of fine suspension concentration provides both the instantaneous vertical profile of concentration and information on the continuous dynamic processes of fine sediment erosion, transport, and deposition. Calibrated acoustic images revealed 1) highly stratified suspensions, 2) resuspension of the cohesive mud, bed, and 3) re-entrainment of the near-bed high concentration suspensions by turbulent shear flow. Within the near-bed high concentration suspensions, two different frequencies of highly episodic resuspension processes were identified: high frequency resuspension, lasting, a few seconds low frequency resuspension, lasting a few minutes. The highest concentrations, associated with low velocity and high salinity, were found close to the cohesive mud bed. Lutoclines were persistent features during the measurements. 相似文献
12.
Lawrence P. Sanford 《Estuaries and Coasts》1994,17(1):148-165
Moored instruments were used to make observations of near bottom currents, waves, temperature, salinity, and turbidity at shallow (3.5 m and 5.5 m depth) dredged sediment disposal sites in upper Chesapeake Bay during the winters of 1990 and 1991 to investigate time-varying characteristics of resuspension processes over extended periods. Resulting time series data show the variability of two components of the suspended sediment concentration field. Background suspended sediment concentrations varied inversely with salinity and in direct relation to Susquehanna River flow. Muddy bottom sediments were also resuspended locally by both tidal currents and wind-wave forcing, resulting in short-term increases and decreases in suspended concentration, with higher peak concentrations near the bottom. In both years, episodes of wave-forced resuspension dominated tidal resuspension on an individual event basis, exceeding most tidal resuspension peaks by a factor of 3 to 5. The winds that generated the waves responsible for the observed resuspension events were not optimal for wave generation, however. Application of a simple wind-wave model showed that much greater wave-forced resuspension than that observed might be generated under the proper conditions. The consolidated sediments investigated in 1990 were less susceptible to both tidal and wave-forced resuspension than the recently deposited sediments investigated in 1991. There was also some indication that wave-forced resuspension increased erodibility of the bottom sediments on a short-term basis. Wave-forced resuspension is implicated as an important part of sediment transport processes in much of Chesapeake Bay. Its role in deeper, narrower, and more tidally energetic estuaries is not as clear, and should be investigated on a case-by-case basis. 相似文献
13.
Sediment transport and trapping in the Hudson River estuary 总被引：3，自引：0，他引：3
The Hudson River estuary has a pronounced turbidity maximum zone, in which rapid, short-term deposition of sediment occurs during and following the spring freshet. Water-column measurements of currents and suspended sediment were performed during the spring of 1999 to determine the rate and mechanisms of sediment transport and trapping in the estuary. The net convergence of sediment in the lower estuary was approximately 300,000 tons, consistent with an estimate based on sediment cores. The major input of sediment from the watershed occurred during the spring freshet, as expected. Unexpected, however, was that an even larger quantity of sediment was transported landward into the estuary during the 3-mo observation period. The landward movement was largely accomplished by tidal pumping (i.e., the correlation between concentration and velocity at tidal frequencies) during spring tides, when the concentrations were 5 to 10 times higher than during neap tides. The landward flux is not consistent with the long-term sediment budget, which requires a seaward flux at the mouth to account for the excess input from the watershed relative to net accumulation. The anomalous, landward transport in 1999 occurred in part because the freshet was relatively weak, and the freshet occurred during neapetides when sediment resuspension was minimal. An extreme freshet occurred during 1998, which may have provided a repository of sediment just seaward of the mouth that re-entered the estuary in 1999. The amplitude of the spring freshet and its timing with respect to the spring-neap cycle cause large interannual variations in estuarine sediment flux. These variations can result in the remobilization of previously deposited sediment, the mass of which may exceed the annual inputs from the watershed. 相似文献
14.
In this study, non-equilibrium transport of suspended sediment from one equilibrium state to another is investigated. Based on a convective-diffusion equation, a numerical model for flow with suspended sediment is developed by considering the effect of concentration-dependent settling velocity. The numerical model is validated by comparing analytical solutions and experimental results. The concentration profiles, mean concentrations and distance necessary to reach a new equilibrium state are examined by comparing them with the results of constant settling velocity. For a high concentration flow, the results indicate that evident differences between the above three indicators can be determined with and without concentration-dependent settling velocity. Additionally, the effects of concentration-dependent settling velocity are sensitive to the sediment mobility parameter (or Rouse number), although they are nearly independent of the diffusion Reynolds number. 相似文献
15.
Sediment trapping and transport in the ACE Basin,South Carolina 总被引：1，自引：0，他引：1
A study took place during May 1998 and May 1999 to examine the processes controlling localized accumulation of fine-grained sediments in the lower Ashepoo River. This region, referred to as the Mud Reach, is an area of muddy bottom sediments bounded by fine sands. The Mud Reach is located downstream of the landward extent of the salt intrusion where an estuarine turbidity maximum commonly occurs. Tidal time-series measurements made in the Mud Reach during May 1998, when river discharge was at a 10-yr high, showed high concentrations of suspended sediment (0.05–1 g I−1) during maximum tidal current velocity with concentrations in the bottom 30 cm exceeding 70 g I−1 (fluid mud). A correlation between salinity stratification and increased suspended sediment concentration suggests that inhibited vertical mixing enhances the settling of flocculated sediments to the bed. Measurements made during May 1999 show a two-order-of-magnitude decrease in the concentration of near-bed sediments. A decrease in river discharge during the 1999 observation period of more than 100 m3 s−1 suggests that changes in the hydrography and in the supply of sediments to the system both may be important factors in the trapping of fine-grained sediments in the region. The source of sediments is likely from muddy deposits in the Fenwick Cut, a man-made section of the Atlantic Intracoastal Waterway about 2 km north of the Mud Reach that connects the Ashepoo and Edisto Rivers. The Fenwick Cut appears to be an effective area for trapping sediments where shoaling has increased by 130% in the last decade. Current measurements show that flow velocities decrease through the Cut, likely allowing for the settling of suspended particles that form the thick deposits of unconsolidated mud observed during both years. 相似文献
16.
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
17.
Coagulation and transport of sediments in the Gironde Estuary 总被引：3，自引：0，他引：3
The distribution of suspended particle size and concentration were measured along the Gironde Estuary, France, from the river seaward to the ocean. The suspended particle size and volume concentration were measured using in situ holography and onboard optical techniques utilizing special procedures in order to avoid floc breakage. Sediments discharged by the rivers coagulate upon encountering the very low salinities (0.2‰ of the upper estuary (confirmed with laboratory experiments), and are then transported and deposited by currents in the remainder of the estuary. This coagulation, coupled with estuarine circulation, produces a turbidity maximum which is offset between the surface and bottom waters. The floc size maximum is oceanward of the turbidity maximum and is, likewise, offset along the estuary by about 30 km. The estuary can be subdivided into the following zones: (1) coagulation; (2) hydrodynamic, landward of the null point; and (3) hydrodynamic, seaward of the null point. Initial coagulation appears to be completed in coagulation zone (1), and particles are transported and settled (with very little floc breakage and recoagulation) in zones (2) and (3) only. The floc settling velocities, coupled with estuarine circulation, control the concentration and size distributions of flocs in the water column, and eventually control the deposition of sediments. 相似文献
18.
为解析波流边界层内泥沙运动,建立了基于水动力-泥沙-床面互馈过程的波流边界层1DV泥沙数学模型,可用于模拟不同床面形态下粉沙-沙的含沙量过程。床面形态模块提供床面形态类型和相应参数;给出了平底和沙波床面粗糙高度和泥沙扩散系数的确定方法;采用了适宜粉沙及沙的制约沉速、底部参考浓度和起动剪切应力等公式;引入含沙量层化效应和制约沉降反映水动力与泥沙之间的相互影响。水槽试验资料验证表明,建立的模型较好地模拟了不同床面不同波流组合条件下的含沙量剖面。在此基础上,讨论了不同床面含沙量剖面模拟方法的差异,指出床面形态是决定含沙量变化的重要因素之一,仅通过改变床面粗糙高度不足以反映漩涡沙波床面的含沙量剖面特征。该模型可为研究波流边界层内泥沙运动和物质输运提供工具。 相似文献
19.
Modeling Sediment Suspensions in an Idealized Tidal Embayment: Importance of Tidal Asymmetry and Settling Lag 总被引：1，自引：0，他引：1
Suspended sediment transport processes in a short tidal embayment with a simple geometry are investigated using analytic and
numerical models. On the basis of numerical results, the horizontal gradient of depth-averaged suspended sediment concentration
can be parameterized with a combination of the first harmonic and mean. Using the parameterization, the solution of the analytic
model is obtained. Evaluation of the major terms from the solution of the analytic model shows that a quarter-diurnal frequency
is significant near the mouth while a semidiurnal component dominates the interior area. The settling lag consists of local
and nonlocal components. The local phase lag is a function of the ratio between tidal period and settling time. The nonlocal
phase lag is determined by the phase difference between tidal velocity and the horizontal gradient of sediment concentration
and by the strength of erosion and horizontal advection. 相似文献
20.
A vertical, two-dimensional heavy metal (lead) transport model incorporated into the hydrodynamic, salt, and sediment transport
modules was developed to simulate the lead concentration in the tidal Keelung River estuary of northern Taiwan. We validated
the developed model with measured data, including longitudinal velocity, salinity, suspended sediment, and heavy metal (lead)
concentration, obtained in 1998. An exponential relationship relating the salinity and suspended-sediment concentrations was
established to calculate the partition coefficient of lead in the estuary. The simulated results of dissolved, particulate,
and total lead concentrations agreed well with the measured data. A model sensitivity analysis indicated that the partition
coefficient plays an important role in the distribution of dissolved and particulate lead concentrations along the tidal Keelung
River estuary. 相似文献