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1.
J.M. Abril 《Journal of Paleolimnology》2003,30(4):363-370
Classical treatment of mass conservation of solids in growing sediments states an advection-diffusion equation for the bulk sediment density. Thus, the diffusion coefficient has to account for elemental processes of exchange of solid particles by pore water or reciprocally. Nevertheless, in a gravity field, these exchanges are forced and cannot be treated as diffusion but as mass flow. A compaction potential energy is defined so that its spatial gradients force a mass flow involving a conductivity function. This leads to a more consistent definition of mass sedimentation rates and to a writing of the continuity equation for density involving only an advection term. Typical bulk density profiles show an asymptotic increase with depth. With the present formulation, this can be obtained as a steady-state solution under constant sedimentation rate and constant conductivity, while the classical formulation fails to do it. Alternatively, it can be found that under these conditions, the compaction potential is a linear function of the bulk density. The mass flow due to compaction and the compaction potential are found for several sediment cores from literature data. From this basis, the advection-diffusion equation for a particle-associated tracer is rewritten. In particular, when the mass flow term due to compaction is considered, the resulting sub-grid scale processes lead to a different formulation of the diffusive fluxes: they are proportional to the gradients of specific concentration in solids instead of the concentration per unit bulk volume. This new formulation is most suitable to find out analytical solutions for radiometric dating models involving mixing and compaction. Numerical solutions are found for the new and the classical treatment for some particular cases to illustrate differences. 相似文献
2.
长江口浑浊带含沙量的潮流变化及其成因分析 总被引：10，自引：1，他引：10
实测数据显示在长江口南槽浑浊带内,近河床含沙量在很多情况下在转流后1—3h内出现峰值,在涨、落急流速最大时含沙量却迅速下降。本文利用实测数据计算了不问潮时的泥沙垂向紊动扩散系数,发现它与底层含沙量有类似的变化过程,结合近底层高浓度悬沙的迁移,认为转流后出现的含沙量峰值主要是由于憩流期沉降到河床的悬沙重新悬浮引起的。重新悬浮是浑浊带的重要成因。 相似文献
3.
Numerical simulation of aeolian dusty sand transport in a marginal desert region at the early entrainment stage 总被引：2，自引：0，他引：2
Aeolian dusty sand transport in the marginal region of a desert is described numerically from first suspension motion at the early entrainment stage to the unsteady state within a moderate range (1000 m long × 500 m high). A two-dimensional model is built for wind-blown dust flow, and the calculations are carried out using Fluent software. The simulation results describe an integrated picture of aeolian dusty sand transport including uplift, suspension, diffusion, deposition and its space–time concentration. According to the features of a sand–dust storm near the surface, a volume concentration expression of ejection grains is developed as a boundary condition in the simulation approach. The model is verified by comparing results with both experimental data from a wind tunnel and an analytic solution. Uniform dust sizes and R–R distributions are used in the simulation. Gas–solid two-phase flow patterns with these grains are obtained in the downwind space, including the turbulence intensity, gas phase stream functions and solid volume concentration distributions. The influence of wind velocities and grain sizes is analyzed. From the simulation results, spatial distributions of dust volume concentration in the early entrainment stage are described clearly. Different from coarse sands, there is a clear band of uniformly saturated dust concentration in the region directly above the surface. 相似文献
4.
本文从河口塑造与输沙关系、流域泄沙与输移模式,以及口外来沙与潮流输移特征等三方面,探讨河口区的泥沙运移规律和补给来源。并在此基础上,提出粗细不同粒级的造床泥沙按不同方式治理的设想。 相似文献
5.
长江口外海滨悬沙分布及扩散特征 总被引：9，自引：1，他引：8
长江口外海滨地区是陆海相互作用显著的区域,该区域复杂的水流等动力因素和地形条件决定了悬沙分布和扩散的特点。本文利用大量实测资料,对口外海滨地区悬沙的分布特征进行了综合分析,研究结果表明,平面分布不均,西高东低,南高北低,高低相差悬殊是长江口外水域悬沙平面分布的主要特点。枯季自西向东含沙量均匀减小,等值线分布较为稀疏。垂向涨落潮含沙量也表现出不同的分布特征,在口外的中西部水域垂向扩散系数较大,水体垂向混合程度均匀;垂向混合程度加强,水体含沙量也随之显著增加,这也造就了口外的南北两个高含沙区。 相似文献
6.
Karen Edelvang M.Sc. Michael Larsen M.Sc. assoc. prof. Morten Pejrup Ph.D. 《Geografisk tidskrift / udgivet af Bestyrelsen for Det Kongelige danske geografiske selskab》2013,113(1):116-119
Edelvang, Karen; Larsen, Michael; Pejrup, Morten: Tidal Variation in Field Settling Velocities of Suspended Sediment in a Tidal Channel. Geografisk Tidsskrift 92:116–121. Copenhagen 1992. Particles of silt and clay may form large, low density floes when suspended in salt water. The sediment floes have settling velocities much higher than the single small particles constituting them and therefore, the flocculation process may strongly influence the transport of cohesive sediment in estuarine environments. will be described in this paper, the field settling velocities of suspended sediment were investigated in a large tidal channel with tidal current velocities up to 1.3 m/s and depths of about 10 m. The analyses of suspended sediment were made on both bottom and surface samples. For the bottom samples, equivalent median fall diameters in the range 26–98 μm were measured. For surface samples, the range was 15–40 μm. During most of the tidal period, the occurrence of much larger settling diameters near the bottom was due to the suspension of individual sand and silt particles. For the investigated periods, high-tide was the only possible time to observe flocculation influencing the vertical distribution of finegrained sediment in the water column. 相似文献
7.
长江河口最大浑浊带水沙输运机制分析 总被引：33，自引：0，他引：33
本文根据大量的实测资料，运用机理的分析方法，讨论了长江口最大浑浊带中各输沙项的作用。结果表明，平均流输沙、斯托克斯漂流效应、潮汐捕集以及垂向不流是净输沙的主要部分。 相似文献
8.
北洛河下游河槽形成与输沙特性 总被引：8，自引：0，他引：8
北洛河发湖泊于黄河粗沙来源区，年均含沙量达１２８ｋｇ／ｍ＾３年均流量仅２５ｍ＾３．ｓ，是典型的多沙河流，但由于泥沙主要由高含沙洪水输送，平水流量小，含沙量低，经常保持窄深稳定河槽，使高含沙洪水挟带的泥沙能顺利输送而不淤，并形成弯曲性河流。 相似文献
9.
Sediment concentration changes in runoff pathways from a forest road network and the resultant spatial pattern of catchment connectivity 总被引：6，自引：0，他引：6
Hydrological connectivity is a term often used to describe the internal linkages between runoff and sediment generation in upper parts of catchments and the receiving waters. In this paper, we identify two types of connectivity: direct connectivity via new channels or gullies, and diffuse connectivity as surface runoff reaches the stream network via overland flow pathways. Using a forest road network as an example of a landscape element with a high runoff source strength, we demonstrate the spatial distribution of these two types of linkages in a 57 km2 catchment in southeastern Australia. Field surveys and empirical modelling indicate that direct connectivity occurs primarily due to gully development at road culverts, where the average sediment transport distance is 89 m below the road outlet. The majority of road outlets were characterised by dispersive flow pathways where the maximum potential sediment transport distance is measured as the available hillslope length below the road outlet. This length has a mean value of 120 m for this catchment. Reductions in sediment concentration in runoff plumes from both pathways are modelled using an exponential decay function and data derived from large rainfall simulator experiments in the catchment. The concept of the volume to breakthrough is used to model the potential delivery of runoff from dispersive pathways. Of the surveyed road drains (n=218), only 11 are predicted to deliver runoff to a stream and the greatest contributor of runoff occurs at a stream crossing where a road segment discharges directly into the stream. The methodology described here can be used to assess the spatial distribution and likely impact of dispersive and gullied pathways on in-stream water quality. 相似文献
10.
泥沙解吸重金属污染物动力学模式研究 总被引：16，自引：0，他引：16
从吸附动力学方程和质量守恒出发,导得静态试验中泥沙解吸重金属污染时,单位重量泥沙剩余吸附量和水相浓度随时间变化的计算公式,进而导得单位重量泥沙剩余平衡吸附量和水相平衡浓度的计算公式。在此基础上,结合试验进一步研究了泥沙解吸重金属污染物的动力学模式。 相似文献
11.
长江口水域悬沙浓度时空变化与泥沙再悬浮 总被引：29，自引：0，他引：29
根据近年来长江河口及其邻近水域8个测站1年的表层悬沙浓度逐日观测资料,并结合水动力状况,对悬沙浓度的时空变化进行了分析。结果发现,长江口自徐六泾以下悬沙浓度不断增高,并呈现口内夏高冬低,而口外冬高夏低,且量值为口外大于口内,杭州湾大于长江口。表明长江入海泥沙在海洋动力作用下强烈再悬浮;悬沙浓度在时间上呈现明显的大小潮周期和季节性变化。进一步分析认为,海洋动力 (风浪和潮流) 是泥沙再悬浮的主导因素,制约悬沙浓度的年内变化,其中潮流控制悬沙浓度的大小潮周期变化,风浪引起悬沙浓度的季节性变化,河流径流和海洋动力的对比制约悬沙浓度的空间分布。 相似文献
12.
黄河中游支流悬移质粒度与含沙量、流量间的复杂关系 总被引：16，自引：4，他引：12
本文以黄河中游若干支流为例,研究了宽变幅水沙两相流河流悬移质泥沙的粒度特征。结果表明,宽变幅水沙两相流河流的悬移质泥沙粒度特征与含沙量、流量之间具有复杂的关系。就同一站点而言,随着含沙量和流量的增大,大于0.05mm的粗颗粒泥沙的百分比迅速减小,并达到最小值;当含沙量和流量进一步增大时,其百分比又迅速增大,表现出明显的双值关系。对于小于0.01mm细泥沙而言,情形正好相反。黄河中游不同的支流之间,悬移质泥沙粒度特征与年均含沙量的关系也是复杂的。这些变化图形可以用非高含沙水流与高含沙水流不同的物理力学行为来解释 相似文献
13.
14.
辽河三角洲地貌演化(英文) 总被引：1，自引：0，他引：1
This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year
bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal
depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30
km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta
is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies
and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand
and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies
and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay
between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many
tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment
discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in
the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum
expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank
with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a.
Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main
source of sediment changes from river sediment to sediment driven by tidal current and longshore current. 相似文献
15.
This paper mainly analyzes the geomorphological changes of the tidal deposition in the Liaohe Estuary based on the multi-year bathymetric charts in 1990, 1996, 2002 and 2005 and Landsat TM images in 1987, 1994, 2002 and 2005. Evolution of the tidal depositional system during the past 20 years in the Liaohe River was studied on the basis of 50 boreholes drilling and 30 km shallow stratigraphic exploration from 2002 to 2005. The main tidal depositional body of the modern Liaohe River delta is located in the Shuangtaizihe Estuary. The stratum within the depth of 10 m includes tidal bank facies, tidal channel facies and neritic facies with paleo-delta facies underlying them. The sediments of tidal bank facies are mainly composed of sand and silt with siltation load and suspended load of about 50% respectively in proportion. The sediment of tidal channel facies and neritic facies is composed of clayey silt and silty clay which belongs to suspended load. The study area was a small bay between the old Daliaohe River, the old Dalinghe River and the Raoyanghe River complex delta since the Holocene to 1896. Many tidal banks formed and expanded rapidly after the Shuangtaizihe River was excavated by labor in 1896. The runoff and sediment discharge have decreased since the construction of brake at the Shuangtaizihe River in 1958.The Shuangtaizihe Estuary is in the state of deposition as a whole whose tidal bank is increasing and expanding southward, westward and northward. The maximum expansion speed is 87 to 683 m/a and the mean depositional rate is 0.189 m/a. Erosion occurred in some part of tidal bank with average erosional rate of 0.122 m/a. The tidal channel was filled up with sediment at a migration speed of 48–200 m/a. Geomorphologic changes have happened under the combined influences of runoff, ocean dynamics and human activities. The main source of sediment changes from river sediment to sediment driven by tidal current and longshore current. 相似文献
16.
《Geomorphology》2003,49(1-2):45-69
A lahar is a general term for a rapidly flowing mixture of rock debris and water (other than normal streamflow) from a volcano and refers to the moving flow. Located in the populated area of Central Java, the stratovolcano Merapi (2965 m) is prone to lahar generation, due to three main factors: (1) millions of cubic meters of pyroclastic deposits are the product of frequent pyroclastic flows, which have occurred on 2- to 4-year intervals; (2) rainfall intensity is high (often 40 mm in 2 h on average) during the rainy season from November to April; and (3) drainage pattern is very dense. Following the 22 November 1994 eruption of Merapi, 31 rain-triggered lahar events were recorded in the Boyong River between December 1994 and May 1996.On Merapi's slopes, instantaneous sediment concentration at any given time of the lahars varies widely over time and space. Lahars are transient sediment-water flows whose properties are unsteady, so that the sediment load fluctuates during the flow. The boundary between the flow types (debris flow, with sediment concentration >60% volume, or hyperconcentrated flow, with sediment concentration ranges from 20% to 60% volume) may fluctuate within the flow itself. Grain-size distribution, physical composition of sediments, shear stress, yield stress, and water temperature play each a role on this boundary. Natural self-damming and rapid breakout are partly responsible for the sediment variations of the flows.Debris-flow phases at Merapi typically last a few minutes to 10 min, and are often restricted to the lahar front. Debris-flow surges are sometimes preceded and always followed by longer hyperconcentrated flow phases. As a result, mean sediment concentration of the lahars is low, commonly from 20% to 50% volume. Besides, transient normal streamflow phases (sediment concentration <20% volume) can occur between two debris-flow surges.Low sediment load and frequent transient flows in the Merapi channels may result from at least three factors: (1) several breaks-in-slope along the channel increase the deposition rate of sediment, and hinder the bulking capacity of the lahars; (2) source material is mainly coarse debris of “Merapi-type” block-and-ash flows. Consequently, the remobilization of coarse debris is more difficult and the clast deposition is accelerated; (3) variations of rainfall intensity over time and space, common in tropical monsoon rainfall, also influence the sediment load variations of the lahars.Sedimentologic analyses of the lahar deposits in the Boyong River at Merapi encompass clast-supported and matrix-supported debris-flow deposits, hyperconcentrated flow deposits, and streamflow deposits. The stratigraphic succession of massive and stratified beds observed immediately after any given lahar event in the Boyong River indicates that the sediment concentration varies widely over time and space during a single lahar event. Sedimentation rate varies from 3 to 4.5 cm/min during relatively long-lived surges to as much as 20 cm/min during short-lived surges. These results indicate that the sediment load fluctuates during lahar flow, further demonstrating that lahars are transient sediment-water flows with unsteady flow properties. 相似文献
17.
ADCP在长江口悬沙输运观测中的应用 总被引：12，自引：1，他引：11
声学多普勒流速剖面仪 (ADCP)是近年来发展起来的一种用于测量流速的声学仪器 ,同时还可以通过建立回声强度和现场取得水样的回归关系式而获得悬沙浓度的数据。本文利用在长江口两个站位的高频观测数据 ,对现场取得的悬沙作粒度分析 ,在此基础上对枯季长江口地区悬沙输送机制和悬沙粒度对水动力的响应进行了分析和探讨。结果表明 :平均流输运在整个悬沙输送中占主导地位 ,同时潮扩散和垂向扩散作用也是引起两站悬沙输运的重要因子 ;不同层次和不同时刻的悬沙粒度参数的变化 ,既和海 陆转换有关 ,也和潮相变化密切相关。 相似文献
18.
Modelling free-forming meander evolution in a laboratory channel using three-dimensional computational fluid dynamics 总被引：1，自引：0，他引：1
The present study investigated the use of computational fluid dynamics (CFD) in predicting the formation, development, and migration of free-forming meander bends. The three-dimensional CFD model computed water flow and sediment transport in alluvial channels and predicted vertical and horizontal bed changes. Different algorithms and parameters were tested to provide an insight into the application range of CFD when modelling free-forming meander formation. The computational domain was discretized by an unstructured grid. A control volume method was used for the discretization of the Navier–Stokes equations for the flow calculation and of the convection–diffusion equation for the sediment transport calculation. Turbulence was modelled by the k–ε turbulence model. The simulation was started from an initially straight grid, with neither sediment feed nor any perturbation at the inflow boundary. The model computed the river bed evolution over a real time period of 3 d. Results were compared with laboratory experiments and showed that the CFD model can predict many of the characteristics of the alluvial meander formation and migration. However, some limitations and uncertainties exist that have to be clarified in future investigations. 相似文献
19.
长江河口枯季河床沉积物与河床沙波现场观测研究 总被引：3，自引：1，他引：2
于2002年3月利用浅地层剖面仪、双频道测深仪、旁侧声纳和ADCP流速剖面仪、ENDECO海流仪、OBS测沙仪在江阴至横沙岛航行150km,取得河床沉积物、河床形态和与此相关的动力因子实测资料。采用沉积学和泥沙运动力学相结合的方法进行研究,结果表明:观测期间该河段河床沉积物颗粒组成以细砂为主,中值粒径为2φ左右,分选较好;河床泥沙以单颗粒群体跳跃运动为主,在河床上形成沙波形态,并发育良好;其河床沙波的形成、发展和消失与河床沉积物颗粒度特征和涨落潮水流强弱息息相关。 相似文献
20.
Cross formational flow in the Paris Basin 总被引：3，自引：0，他引：3
Cross formational flow of water has occurred across several hundred metres of Liassic mudstone from the Triassic Chaunoy Formation sandstone to the Middle Jurassic Dogger Formation carbonate in the Paris Basin, France. This has been demonstrated by chemical and isotopic data from rocks and formation waters, sampled on a basin scale, from the Dogger and Chaunoy formations. Present-day and palaeoformation waters in the Dogger record input of exotic water in terms of salinity and carbon and strontium isotopes. The exotic water was highly saline and contained isotopically light carbon and 87Sr-enriched strontium in comparison to the indigenous Dogger Formation water. The source of the exotic water can only have been the Chaunoy Formation. Salinity and isotope data show that present-day Dogger Formation water contains 10–15% invasion Chaunoy water. Modelling strontium isotope ratio and concentration data from mineral cements shows that over the duration of Dogger cementation, Dogger palaeoformation waters were replaced by 1–5% Chaunoy water. Cross formational flow of water must have occurred by convective mass flow, rather than diffusion, in order to preserve the characteristics of water input from the Chaunoy. Flow probably occurred via the major Hercynian fault and fracture systems that run through the centre of the Paris Basin. Upward flow in this setting is most likely in a compressional tectonic regime, the situation during much of the Tertiary in the Paris Basin. Thermodynamic modelling indicates that cross formational flow from the Chaunoy has probably caused carbonate cementation in the Dogger. 相似文献