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1.
Sediment incipient motion is a fundamental issue in sediment transport theory and engineering practice. Silt has transitional behavior between cohesive and non-cohesive sediment and its incipient motion is still poorly understood. This study aims to find an expression for incipient motion from silt to sand from a unified perspective and analysis. From the analysis of forces, using the derivation method for the Shields curve, an expression for sediment incipient motion is proposed for both silt and sand under conditions of combined waves and currents. The differences and similarities in the sediment motion threshold were analyzed under the effects of waves and currents, and fine and coarse sediment. The Shields number was revised by introducing the cohesive force and additional static water pressure, which indicates that this study could be seen as an extension of the Shields curve method for silt. A number of experimental datasets as well as field data were used to verify the formula. The effect of bulk density on fine sediment was discussed and tested using experimental data. 相似文献
2.
Incipient Motion of Sediment Under Currents 总被引：4，自引：3，他引：4
DOU Guoren 《中国海洋工程》2000,14(4):391-406
Summarized in the paper are the author's studies on incipient motion of sediment in recent 40years.In addition to the forces of gravity,drag and lift,the cohesive force and the additional static pres-sure are important for fine particles.The relations between three stages of incipient motion are defined byuse of instantaneous velocity.Formulas for initial velocity and critical shear stress are given and overallverified by the author's and others'experimental data. 相似文献
3.
通过建立一维水深平均悬沙模型,对典型潮流控制的海湾内不同悬沙组分对潮流的响应关系进行了研究。模型以泥沙的水平输运、再悬浮和沉降为主要物理过程,以M2,S2分潮及余流为主要动力因素,反演了湄洲湾支水道内粉砂、淤泥组分含量的时间序列,采用2007-08潮位、潮流、悬沙、底质同步观测资料进行分析和验证。通过三角傅里叶分析,将悬沙的时间序列分解为12个主要的谐波分量,模型分解得到的主要傅里叶分量具有M2分潮两倍的角速度与1/4日潮周期,该分量粉砂组分振幅6.1 mg/L,淤泥组分振幅1.5 mg/L;次主要傅里叶分量具有M2分潮的角速度,振幅受水平输沙、余流、M2分潮流共同影响,粉砂组分振幅4.9 mg/L,淤泥组分振幅1.2 mg/L。由于粉砂组分单位起动能力强、沉降速度高,且淤泥组分由于粘结力等因素起动条件较高,粉砂组分振幅高于淤泥组分。测站位置余流与涨潮流方向一致,余流致使涨潮过程中粉砂组分含量所占百分比上升,而落潮过程下降,淤泥组分则相反。 相似文献
4.
An optical instrument which detects the light attenuation in sediment-laden flows has been developed to measure the instantaneous and time-average suspended concentration of cohesive sediments. In a flume test with natural muds, the device showed that the instantaneous sediment concentration oscillated with the waves but that the amplitude decreased rapidly with the distance above the mud bed. Strong sediment motion was found near the benthic boundary layer. This indicates a weak vertical turbulent diffusion in the upper portion of the water column in a pure wave erosion process. It is concluded that the probe design can be easily modified and the apparatus can be deployed for both laboratory and field measurements 相似文献
5.
使用波潮仪、流速计以及浊度计现场测量记录海堤前的波高、潮高、流速和浊度值,与室内测定的浊度和水中悬浮颗粒物含量对应值比较,分析计算浊度与现场测量波高、潮高、流速水动力因素间的相关性,得出堤前泥沙起动的决定性水动力因素。在悬移质运移为主情况下,由于海堤的阻挡,波浪破碎产生的旋涡和紊动是泥沙起动的主要动力因素,泥沙起动量与波高值呈现较高相关性;海堤前复杂水动力条件中,波浪破碎前的流速值与悬移质泥沙起动量相关系数较小,启动流速的主要组成部分是破波产生的旋涡和紊动的流速。 相似文献
6.
黏性泥沙在黄河水下三角洲广泛分布,其在外部载荷作用下易引发泥沙淤积、冲刷、海床流化等问题,对港口、航道、海底管线等工程设施构成巨大威胁。利用黄河水下三角洲埕岛海域所取海底表层沉积物,制备不同固结时间和不同含水率的高浓度黏性泥沙样品。采用R/S流变仪,对所制备高浓度黏性泥沙样品进行全剪切速率下的流变试验,分析黄河水下三角洲高浓度黏性泥沙流变特性及含水率和固结时间对流变特性的影响。结果表明,高浓度黏性泥沙在剪切荷载作用下流化失稳,发生相态转化;屈服应力在固结120 min后增加了35%;含水率50%以上高浓度黏性泥沙在高剪切速率下表现出剪切增稠行为,且随含水率增加剪切增稠行为越明显;Power模型适用于含水率大于50%的高浓度黏性泥沙在高剪切速率下的流变行为。本研究可为海底黏性泥沙运动过程数值模拟与海底重力流等灾害预测提供参考。 相似文献
7.
为研究不同波浪环境下,水底浮泥层产生泥沙悬扬后其浓度的分布特性,使用浊度计测定浊度的方法确定水体中泥沙的浓度,并在水槽实验中改变水深、浮泥厚度及造波机的频率和振幅,观察水槽中悬浮泥沙浓度的变化情况,获得水深、波浪频率、波幅以及浮泥厚度对底床泥沙悬扬的影响,分析泥沙浓度的垂向分布特征等。实验结果显示,水深对底床泥沙悬扬的影响最为显著,其他实验参数的影响均不十分显著。同时,通过垂向输沙平衡的分析,得到一个可描述泥沙垂向浓度分布的理论公式,并利用水槽实验结果进行验证。对比结果显示,理论公式所得曲线与实验结果曲线变化趋势一致,部分工况下,理论值稍稍偏大。 相似文献
8.
The vertical distribution of microphytobenthos (MPB) was investigated in intertidal flats of the Nakdong River estuary over different temporal periods. The MPB biomass were measured as chlorophyll a concentration in the sediment, and monitored at two different depth scales. From August 2006 to August 2007, monthly sampling was carried out at four sites to a depth of 10 cm. The vertical distribution exhibited an exponential decline with depth and the slope was closely related to sediment composition and MPB biomass in the surface sediment. The two slightly muddy sand (5–25% mud, <63 μm) sites presented similar trends of seasonal variation to a sediment depth of 10 cm, and no statistical difference was observed in their initial values and the slope of the exponential curves applied to each data set. The site with higher mud content also had higher surface biomass, and the fitted exponential curve had a larger slope than sites with more sand content. The seasonal variations of phaeo-pigments compared to chlorophyll a revealed higher grazing stress on the MPB in summer at the three slightly muddy sand sites, and low grazing stress all year around at the sand (<5% mud) site. In January, April and October 2007, and January 2008, diurnal sampling was conducted at hourly intervals at one slightly muddy sand site. The investigation in January 2007 which was conducted at 1 cm intervals to a depth of 10 cm sediment showed the migration mainly existed in the upper 1 cm. The other diurnal sampling was undertaken to a 1 cm depth at 0.5 mm intervals. An evident migratory rhythm was present, with migration up to the surface during daytime emersion and down into deeper sediment during night and high tide submersion. Migrating cells could reach sediments as deep as 6 or even 10 mm. When the visible thick biofilms formed, the migratory rhythm changed by keeping higher biomass at the surface even at night and during high tide submersion. Generally, the MPB surface biomass was an important factor in structuring the MPB vertical distribution. The vertical distribution to depths of 10 cm was closely related to the sediment composition over the long term, while the MPB migration influenced the vertical distribution over the short term in the top 1 cm of the sediment. 相似文献
9.
Considering the sedimentation behaviour of suspensions, four states of different sediment-water mixtures are usually distinguished,
these being (in increasing concentration) dilute suspensions, concentrated suspensions, fluid muds and mud deposits. As the
concentration values delimiting these states vary considerably from one cohesive sediment to another, a procedure for their
quantitative determination is proposed here. This paper deals mainly with the effects of hindered settling in interacting
concentrated suspensions and of sedimentation in fluid muds. In contrast to the settling velocity of individual particles
in a dilute suspension, which must be studied statistically as a stochastic variable denoted W, hindered settling and sedimentation velocities can be described by a scalar denoted V, as solids at any particular level of concentrated suspensions and fluid muds settle at the same velocity. On the basis of
settlement tests carried out in this study and published data on organic-rich cohesive sediments, a concentration-dependent
empirical law for a permeability coefficient (k) has been generated for cohesive sediments, using data from ten estuarine and nine marine environments, based on the one-dimensional
Kynch theory of sedimentation. Based on the median diameters of the dispersed mineral fraction, the main provenances of the
sediments are: fine to very fine clay from tropical marine/estuarine environments, medium clay to very fine silt from estuaries
in western France, and fine to coarse silt from marine (harbour) environments in the Normandy region of France. A general
trend for the influence of the grain size of the mineral fraction on the permeability coefficient has been established. It
is demonstrated that the concentrations delimiting the different states of sediment-water mixtures can also be related to
the grain size of the mineral fraction. Thus, hindered settling and sedimentation processes of muds, similar to the marine
and estuarine cohesive sediments considered in this paper, can be studied as generic problems parameterized through a defined
median diameter of the dispersed mineral fraction. Results for Loire estuary sediments are presented separately, based on
specific tests to analyse the influence of experimental conditions on settlement. Moreover, the concentration values delimiting
the different sediment-water mixture states have been largely established for this estuary. 相似文献
10.
11.
A snapshot of suspended sediment and fluid mud occurrence in a mixed-energy embayment, Tijucas Bay, Brazil 总被引：1，自引：1，他引：0
Carlos Augusto Fran ça Schettini Dermeval Costa de Almeida Eduardo Siegle Ant ônio Carlos Brand ão de Alencar 《Geo-Marine Letters》2010,30(1):47-62
Along the southern Brazilian coast, Tijucas Bay is known for its unique muddy tidal flats associated with chenier plains.
Previous field observations pointed to very high suspended sediment concentrations (SSCs) in the inner parts of the bay, and
in the estuary of the Tijucas River, suggesting the presence of fluid mud. In this study, the occurrences of suspended sediments
and fluid mud were examined during a larger-scale, high-resolution 2-day field campaign on 1–2 May 2007, encompassing survey
lines spanning nearly 80 km, 75 water sampling stations for near-bottom density estimates, and ten sediment sampling stations.
Wave refraction modeling provided qualitative wave energy estimates as a function of different incidence directions. The results
show that SSC increases toward the inner bay near the water surface, but seaward near the bottom. This suggests that suspended
sediment is supplied by the local rivers, in particular the Tijucas. Near-surface SSCs were of the order of 50 mg l−1 close to the shore, but exceeded 100 mg l−1 near the bottom in the deeper parts of the bay. Fluid mud thickness and location given by densimetry and echo-sounding agreed
in some places, although being mostly discordant. The best agreement was observed where wave energy was high during the campaign.
The discrepancy between the two methods may be an indication for the existence of fluid mud, which is recorded by one method
but not the other. Agreement is considered to be an indication of fluidization, whereas disagreement indicates more consolidation.
Wave modeling suggests that waves from the ENE and SE are the most effective in supplying energy to the inner bay, which may
induce the liquefaction of mud deposits to form fluid mud. Nearshore mud resuspension and weak horizontal currents result
in sediment-laden offshore flow, which explains the higher SSCs measured in the deeper parts of the bay, besides providing
a mechanism for fine-sediment export to the inner shelf. 相似文献
12.
九龙江口海沧港区因建设17—18^#泊位而开挖的基槽处发育厚层浮泥．通过对该处浮泥及其周边的水体悬浮颗粒、海底表层和沉积物柱状样的激光粒度分析，发现浮泥的颗粒物主要由峰值粒径在7～10μm的粘土粉砂质细颗粒组分构成，但在浮泥层的下部还含有小部分峰值粒径为200—500μm的砂质粗颗粒组分．浮泥中细颗粒组分的粒度特征和水体中的悬浮颗粒、底质沉积物中的细颗粒组分一致，而浮泥中粗颗粒组分的粒度特征，和九龙江口洪水事件成因的中粗砂的粒度特征一致．结合现场调访和水文观测，得出17—18^#泊位基槽处浮泥的成因主要受海沧港区建设过程中产生的大量再悬浮泥沙以及受水下地形的影响，水动力条件适宜悬浮泥沙在17—18^#泊位基槽处聚淤．此外，台风引发的洪水也是增加悬浮泥沙含量的辅助因素．随着海沧港区的建成，水动力条件的改变，17～18^#泊位港池及调头区浮泥的厚度将小于基槽区浮泥厚度． 相似文献
13.
《中国海洋工程》2020,(3)
In order to clarify the distribution and variation of silt and fluid mud in the Waiganmen shallow section of the 50000-ton intake channel of the Xiangshan Port, and to understand the influence of the channel excavation on the surrounding flow conditions and the strength of the backsilting, especially the impact of typhoon on the sudden silting of the channel, so as to demonstrate the feasibility and stability of the channel excavation. The fluid mud,hydraulic, sediment and topographic measurements were carried out in the study area, and the thickness of the fluid mud layers, tidal current, sediment and topographic data were obtained. Dual-frequency sounder, gamma-ray densitometer and SILAS navigational fluid mud measurement system were used to monitor the fluid mud, and the results were compared and verified. The adaptability and accuracy of the three methods were analyzed. The SILAS navigational continuous density measurement system and gamma-ray fixed-point fluid mud measurement are used to detect the density, thickness and variation of the fluid mud accurately. Based on the hydrological observation data,the process of erosion and deposition in excavation channel and its influence mechanism are analyzed, and the distribution characteristics and evolution law of siltation in engineering area are given in the form of empirical formula. The research shows that the super typhoon can produce large siltation, which results in sudden siltation of the channel. The tidal current is the main dynamic factor of the change of erosion and siltation of the excavation trench. Under the influence of reciprocating tidal current and excavation topography, the trial excavation trench is silted on the whole. There is fluid mud in the monitoring area of the trench, and the distribution of fluid mud is different in space. The thickness of the fluid mud at the bottom of the trench is generally larger than that outside the trench and the slope of the trench, and the siltation of the trench tends to be slow. The research results can provide scientific evaluation for channel excavation and maintenance, and support for the implementation of the project. 相似文献
14.
Sueng Won Jeong Jacques Locat Serge Leroueil Jean-Loup Robert 《Marine Georesources & Geotechnology》2013,31(2):190-207
Fluidization processes in submarine landslides were studied by physical and numerical means. To examine soil-water interactions in the fluidization process, the computer axial tomography (CAT)-scan imaging techniques and laboratory vanes were utilized with a focus on the transition from failure to post-failure. Based on the results that were obtained from the scanning images and laboratory vane tests after the process of water infiltration into the soil sample, it appears that a gradual decrease in shear strength is unavoidable with increasing water content in a shear zone. From the numerical results, which were based on the dam-break problem using the transport equation coupled with the Navier-Stokes equation, if the slide is assumed to be initially unstable, a possible transition of fluidization processes that are dependent upon a change in density occurs. The density of the mud decreases with time during the flow at the interface between mud and water. The upper part of the mud pushes the lower part of the mud and then induces a rotation of mud that moves substantial distances. These results emphasize the importance of the soil-water interaction, the need for sediment rheology and the influence of the water circulation on the motion of the landslide. 相似文献
15.
On protected mudflats and along sheltered tidal channel margins, wave- and current-generated ripples are frequently observed on surficial and subsurface mud beds, although such bedforms are generally not thought to occur in cohesive sediments. In this paper, examples of such ripple marks in the German Wadden Sea (back-barrier tidal flats of Spiekeroog island) and also along the west coast of Korea (Baeksu tidal flats) are documented and analyzed. The mud ripples are 5–8 cm in spacing and 0.3–0.8 cm in height, and are composed of slightly sandy to virtually pure mud (80–98% mud content). For the Spiekeroog study area, a comparison of in situ particle-size measurements of suspended matter and of dispersed mud collected from the ripples shows that the former consists of low-density flocs which are considerably larger than the constituent grains of the latter. To assess local wave effects, near-bed orbital velocities and orbital diameters were calculated on the basis of standard wave theory using estimated wave parameters at the time of the study (June 2004) as well as wave data recorded nearby within the back-barrier tidal basin. The relationships between grain size, morphometric ripple parameters, and the near-bed orbital diameter show the wave-generated mud ripples to be of the orbital post-vortex type. It is demonstrated that only short-period shoaling (intermediate water depth) waves with periods of 1.5–2.5 s and heights of 0.1–0.5 m are able to generate and maintain such ripples. Corresponding near-bed orbital velocities range from 8–32 cm s–1 and near-bed orbital diameters from 6.25–10 cm. It can be anticipated that increased current shear and turbulence associated with higher and longer waves prevent ripple formation due to the resuspension of settled mud, and the breakdown of suspended flocs and aggregates into smaller particles which then tend to remain in suspension. The most plausible explanation for the formation of the mud ripples is that mud flocs and aggregates deposited from suspension around high-water slack tide under moderate weather conditions initially respond as single (non-cohesive) particles which are hydraulically equivalent to ambient very fine sands. During exposure at low tide, gradual loss of water transforms the rippled mud into increasingly more cohesive mud drapes which are more resistant to erosion. Unless destroyed during high-energy events, the mud ripples may remain intact long enough to become buried and thereby preserved. Indeed, occasional but persistent observations of ripples in sub-Recent to ancient mudrocks document their preservation potential. 相似文献
16.
17.
18.
Hydro-meteorological influences and multimodal suspended particle size distributions in the Belgian nearshore area (southern North Sea) 总被引：5，自引：2，他引：3
Michael Fettweis Matthias Baeye Byung Joon Lee Peihung Chen Jason C. S. Yu 《Geo-Marine Letters》2012,32(2):123-137
Suspended particulate matter (SPM) concentration and particle size distribution (PSD) were assessed in a coastal turbidity
maximum area (southern North Sea) during a composite period of 37 days in January–April 2008. PSDs were measured with a LISST
100X and classified using entropy analysis in terms of subtidal alongshore flow. The PSDs during tide-dominated conditions
showed distinct multimodal behaviour due to flocculation, revealing that the building blocks of flocs consist of primary particles
(<3 μm) and flocculi (15 μm). Flocculi comprise clusters of clay minerals, whereas primary particles have various compositions
(calcite, clays). The PSDs during storms with a NE-directed alongshore subtidal current (NE storms) are typically unimodal
and characterised by mainly granular material (silt, sand) resuspended from the seabed. During storms with a SW-directed alongshore
subtidal current (SW storms), by contrast, mainly flocculated material can be identified in the PSDs. The findings emphasise
the importance of wind-induced advection, alongshore subtidal flow and highly concentrated mud suspensions (HCMSs) as regulating
mechanisms of SPM concentration, as well as other SPM characteristics (cohesiveness or composition of mixed sediment particles)
and size distribution in a high-turbidity area. The direction of subtidal alongshore flow during SW storm events results in
an increase in cohesive SPM concentration, HCMS formation, and the armouring of sand; by contrast, there is a decrease in
cohesive SPM concentration, no HCMS formation, and an increase in sand and silt in suspension during NE storms. 相似文献
19.
20.
Time and density-dependent properties of fluid mud suspensions,NE brazilian continental shelf 总被引：2，自引：0，他引：2
Richard W. Faas 《Geo-Marine Letters》1984,4(3-4):147-152
Fluid mud suspensions, defined as containing between 10 to 480 g/liter, occur in numerous estuarine and nearshore continental shelf environments. The quantities of sediment incorporated in fluid mud are enormous, and they must be considered to be of major importance in the transport and deposition of fine-grained sediment in these environments.This study was performed on the NE Brazilian Continental Shelf, a muddy coastline that reaches from the Amazon to the Orinoco, a distance of 1600 km. The fluid mud forms a thick (3 to 5 m) boundary layer that extends 100-km offshore and generally coincides with the 10-m depth contour.The fluid muds appear well-adjusted to the current regime on the NE Brazilian continental shelf. Near-bottom current velocities were seldom greater than 50 cm/sec during the sampling interval. Consequently, yield stress in fluid muds of 1.20 × 103 kg/m3 and greater was seldom exceeded, and consolidation proceeded without interruption. 相似文献