133 resultados para Suspended Sediment


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Five diagnostic experiments with a 3D baroclinic hydrodynamic and sediment transport model ECOMSED in couple with the third generation wave model SWAN and the Grant-Madsen bottom boundary layer model driven by the monthly sediment load of the Yellow River, were conducted to separately diagnose effects of different hydrodynamic factors on transport of suspended sediment discharged from the Yellow River in the Bohai Sea. Both transport and spatio-temporal distribution of suspended sediment concentration in the Bohai Sea were numerially simulated. It could be concluded that suspended sediment discharged from the Yellow River cannot be delivered in long distance under the condition of tidal current. Almost all of sediments from the Yellow River are deposited outside the delta under the condition of wind-driven current, and only very small of them are transported faraway. On the basis of wind forcing, sediments from the Yellow River are mainly transported north-northwestward, and others which are first delivered to the Laizhou Bay are continuously moved northward. An obvious 3D structure characteristic of sediment transport is produced in the wind-driven and tide-induced residual circulation condition. Transport patterns at all layers are generally consistent with circulation structure, but there is apparent deviation between the depth-averaged sediment flux and the circulation structure. The phase of temporal variation of sediment concentration is consistent with that of the bottom shear stress, both of which are proved to have a ten-day cycle in wave and current condition.

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The objective of the study is to investigate the suitability of using Pulse-coherent Acoustic Doppler Profiler (PCADP) to estimate suspended sediment concentration (SSC). The acoustic backscatter intensity was corrected for spreading and absorption loss, then calibrated with OBS and finally converted to SSC. The results show that there is a good correlation between SSC and backscatter intensity with R value of 0.74. The mean relative error is 22.4%. Then the time span of little particle size variation was also analyzed to exclude the influence of size variation. The correlation coefficient increased to 0.81 and the error decreased to 18.9%. Our results suggest that the PCADP can meet the requirement of other professional instruments to estimate SSC with the errors between 20% and 50%, and can satisfy the need of dynamics study of suspended particles.

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A new expression for calculating suspended fine-sediment deposition rate is developed based on theoretic analysis and experiments. The resulting equation is applied to simulation of fine sediment deposition in the reclaimed land in the Hangzhou Bay, China. The hydrodynamic environment in this area is solved by use of a long wave model, which gives the 2D-velocity field and considers bathymetric changes due to fine sediment deposition. The expression is proved convenient to use in engineering practice, and the predicted deposition rate agrees with the annual data available from field measurements from the first year to the third year after the construction of the long groin as a reclaiming method.

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Based on the Estuarine, Coastal and Ocean Modeling System with Sediments (ECOMSED) model, a 3-D hydrodynamic-transport numerical model was established for the offshore area near the Yangtze Estuary in the East China Sea. The hydrodynamic module was driven by tide and wind. Sediment module included sediment resuspension, transport and deposition of cohesive and non-cohesive sediment. The settling of cohesive sediment in the water column was modeled as a function of aggregation (flocculation) and deposition. The numerical results were compared with observation data for August, 2006. It shows that the sediment concentration reduces gradually from the seashore to the offshore area. Numerical results of concentration time series in the observation stations show two peaks and two valleys, according with the observation data. It is mainly affected by tidal current. The suspended sediment concentration is related to the tidal current during a tidal cycle, and the maximum concentration appears 1 h-4 h after the current maximum velocity has reached.

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To study the relationship between sediment transportation and saltwater intrusion in the Changjiang (Yangtze) estuary, a three-dimensional numerical model for temperature, salinity, velocity field, and suspended sediment concentration was established based on the ECOMSED model. Using this model, sediment transportation in the flood season of 2005 was simulated for the Changjiang estuary. A comparison between simulated results and observation data for the tidal level, flow velocity and direction, salinity and suspended sediment concentration indicated that they were consistent in overall. Based on model verification, the simulation of saltwater intrusion and its effect on sediment in the Changjiang estuary was analyzed in detail. The saltwater intrusion in the estuary including the formation, evolution, and disappearance of saltwater wedge and the induced vertical circulation were reproduced, and the crucial impact of the wedge on cohesive and non-cohesive suspended sediment distribution and transportation were successfully simulated. The result shows that near the salinity front, the simulated concentrations of both cohesive and non-cohesive suspended sediment at the surface layer had a strong relationship with the simulated velocity, especially when considering a 1-hour lag. However, in the bottom layer, there was no obvious correlation between them, because the saltwater wedge and its inducing vertical circulation may have resuspended loose sediment on the bed, thus forming a high-concentration area near the bottom even if the velocity near the bottom was very low during the transition phase from flood to ebb.

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So far, various calculation models for the vertical distribution of suspended sediment concentration have been produced by several investigators from different theories. The limitations of all these models imply that it is possible to find a more reasonable model, for which each previous model can be included as special case. The formulation of a reasonable general model is the purpose of this paper.

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Suspended particulate matter (SPM) measurements obtained along a cross-section in the central English Channel (Wight-Cotentin transect) indicate that the area may be differentiated into: (1) an English coastal zone, associated with the highest concentrations; (2) a French coastal zone, with intermediate concentrations; and (3) the offshore waters of the Channel, characterised by a very low suspended-sediment load. The SPM particle-size distribution was modal close to the English coast (main mode 10-12 mu m); the remainder of the area was characterised by flat SPM distributions. Examination of the diatom communities in the SPM suggest:; that material resuspended in the intertidal zone and the estuarine environments was advected towards the offshore waters of the English Channel. Considerable variations in SPM concentrations occurred during a tidal cycle: maximum concentrations were sometimes up to 3 times higher than the minimum concentrations, Empirical orthogonal function (EOF) analysis of the SPM concentration time series indicates that, although the bottom waters were more turbid than the surficial waters, this was not likely to be the result of in situ sediment resuspension. Instead, the observed variations appear to be controlled mainly by advective mechanisms. The limited resuspension was probably caused by: (1) the limited availability of fine-grained material within the bottom sediments, and (2) 'bed-armouring' processes which protect the finer-grained fractions of the seabed material from erosion and entrainment within the overlying flow during the less energetic stages of the tide.

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A comprehensive field study has been undertaken to investigate sediment resuspension dynamics in the Moreton Bay, a large semi-enclosed bay situated in South East Queensland, Australia. An instrumented tripod, which housed three current meters, three OBS sensors and one underwater video camera, was used to collect the field data on tides, currents, waves and suspended sediment concentrations at four sites (Sites 1, 2, 4, and 5) in the bay. Site I was located at the main entrance, Site 2 at the central bay in deep water, and Sites 4 and 5 at two small bays in shallow water. The bed sediment was fine sand (d(50) = 0. 2 mm) at Site 1, and cohesive sediment at the other three sites. Based on the collected field data, it is found that the dominant driving forces for sediment resuspension are a combination of ocean swell and tidal currents at Site 1, tidal currents at Site 2, and wind-waves at Sites 4 and 5. The critical bed shear stress for cohesive sediment resuspension is determined as 0. 079 Pa in unidirectional flow at Site 2, and 0. 076 Pa in wave-induced oscillatory flow at Site 5.

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该文采用基于水沙两相紊流的数值模型对波浪作用下的悬移质泥沙运动进行研究. 基本方程中将水相和颗粒相通过相间作用力进行耦合, 合理地考虑了相间相对运动的影响. 数值计算方法为有限体积法, 对流项处理利用了三阶精度的QUICK格式, 离散方程组求解采用的是TDMA迭代方法. 计算得到的悬移质泥沙垂线时均计算值与不同尺度的水槽实验数据吻合很好, 表明数学模型及其计算方法对于低浓度水沙两相问题是合理的. 该研究还探讨了悬沙浓度、泥沙沉降速度以及各种相间作用力随时间的分布规律

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AMS(14)C dating and grain-size analysis for Core PC-6, located in the middle of a mud area on the inner shelf of the East China Sea (ECS), were used to rebuild the Holocene history of the East Asian winter monsoon (EAWM). The 7.5-m core recorded the history of environmental changes during the postglacial transgression. The core's mud section (the upper 450 cm) has been formed mainly by suspended sediment delivered from the Yangtze River mouth by the ECS Winter Coastal Current (ECSWCC) since 7.6 kyr BP. Using a mathematical method called "grain size vs. standard deviatioW', we can divide the Core PC-6's grain-size distribution into two populations at about 28 mu m. The fine population (< 28 mu m) is considered to be transported by the ECSWCC as suspended loads. Content of the fine population changes little and represents a stable sedimentary environment in accord with the present situation. Thus, variation of mean grain-size from the fine population would reflect the strength of ECSWCC, which is mainly controlled by the East Asian winter monsoon. Abrupt increasing mean grain size in the mud section is inferred to be transported by sudden strengthened ECSWCC, which was caused by the strengthened EAWM. Thus, the high resolution mean grain-size variation might serve as a proxy for reconstruction of the EAWM. A good correlation between sunspot change and the mean grain-size of suspended fine population suggests that one of the primary controls on centennial- to decadal-scale changes of the EAWM in the past 8 ka is the variations of sun irradiance, i.e., the EAWM will increase in intensity when the number of sunspots decreases. Spectral analyses of the mean grain-size time series of Core PC-6 show statistically significant periodicities centering on 2463, 1368, 128, 106, 100, 88-91, 7678, and 70-72 years. The EAWM and the East Asian summer monsoon (EASM) agree with each other well on these cycles, and the East Asian Monsoon (EAM) and the Indian Monsoon also share in concurrent cycles in Holocene, which are in accord with the changes of the sun irradiance. (c) 2005 Elsevier B.V. All rights reserved.

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Ocean color and sea surface temperature data from Moderate Resolution Imaging Spectroradiometer (MODIS) onboard the Terra satellite are used to study the cross-shelf circulation and transport of suspended sediments in the Yellow and the East China Seas. The ocean color images show a significant turbid water plume extending in the southeast direction from the Subei coasts of China to the shelf edge south of Cheju during fall-winter, suggesting significant cross-shelf currents in the Yellow Sea/East China Sea in winter. The currents transport suspended sediments from the area of the old Huanghe mouth into the Okinawa Trough. Part of the turbid plume joins the Yellow Sea Warm Current to enter the Yellow Sea trough in winter. The satellite images suggest that the time scales of cross-shelf transport and surface-to-subsurface descending of the suspended sediments are a few weeks. The turbid plume grows in fall, reaches its maximum expansion and intensity in winter-spring, and subsides in late spring. In summer, the plume becomes coastally trapped. Substantial interannual variations of the intensity and coverage of the turbid plume are indicated by the observations. In comparison, the Changjiang Diluted Water in summer only transports a small amount of the Changjiang suspended sediment to the outer shelf south of Cheju, which does not enter the Yellow Sea owing to the weak intrusion of the Yellow Sea Warm Current in summer. The dynamics of the cross-shelf circulation in the Yellow Sea in winter are hypothesized to be associated with (1) the convergence of the Yellow Sea Coastal Current and the Taiwan Warm Current off the Changjiang mouth and (2) the time-dependent forcing of the northerly wind bursts that drives the intrusion of the Yellow Sea Warm Current. (C) 2007 Elsevier B.V. All rights reserved.

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细颗粒泥沙运动及冲淤变化在深水航道整治工程中至关重要,研究细颗粒悬沙运动,悬沙浓度是一个关键。研究悬沙浓度,首先要研究悬沙浓度的水平和垂向分布,其中,垂向浓度又是海水中悬沙三维分布研究的核心。 本文以2006年8月的长江口外海域的悬沙数据资料为基础,把经典的泥沙扩散理论模型和两相流颗粒浓度分布的运动理论模型的关于垂向含沙分布的理论,作为本研究的回归模型的理论依据,通过观测获得的悬沙浊度资料对应求出观测垂向剖面浓度,采用相关分析和多元线性回归的方法,分析了长江口外海域的悬沙浓度垂向分布特点,回归出悬沙垂向浓度分布模型,为了更好的揭示水动力条件对浅海陆架区悬浮物的影响,本文还用短期资料的潮流准调和分析方法,对东海三定点分表中底三层的25小时连续海流资料进行分析,计算了三测站六个主要分潮的北、东分量潮流调和常数,由于原始记录带有扰动信息,经过预处理计算出来常规每小时一次的海流观测结果,把海流加入了悬沙垂向分布模型。并在整个研究区域验证了悬沙垂向浓度分布模型。结果表明:垂向浓度的大小与相对水深相关性良好,而水深对其的影响则表现在梯度变化方面。通过悬沙垂向浓度模型,由海水底层浓度和海流可以计算得到不同水层的悬沙浓度;有效性检验和拟合结果检验表明,该模型置信度较高,且能够较为有效的预测海水中、上层水体的悬沙浓度值。

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本文收集了三峡截流前后长江口海区1988-2007年间十二景landsat TM遥感影像并进行了表层悬浮泥沙含量的反演,定性的描述了长江口海区洪、枯季的表层悬沙扩散外界和高浑浊水域范围的变化趋势,分析了河流泥沙输移入海形态的变化特征及表层悬沙浓度的变化特征。 通过对2002-2004年在长江口滨外区表层悬浮体取样数据的实验室处理,揭示了三峡截流后表层悬沙的分布特征;通过多船同步定点观测捕捉到了长江口河口锋带的位置并分析了河口锋带的动力特征,结果表明:长江口河口锋位于(122o10′E,30o50′N)至(122o20′E,31o00′N)一线附近,在河口锋带位置有着较为强烈的河海相互作用,流速不符合典型的对数流速曲线,河水与海水的相互消长局限于海面以下5m的表层范围,在河口锋面区悬浮泥沙为泥沙流伏在海水之上输运。长江口悬沙体浓度由于三峡蓄水作用表现为下降趋势,悬浮体扩散范围相比截流前向口门后退,长江口滨外区羽状锋带随之向口门后退。 利用二维潮流数值模型较成功地模拟出了每个季度长江河口外的流场情况及河口锋带的发育情况,模拟表明:春、夏、秋三季河口锋带较易出现,且小潮期间发育最好。冬季长江河口海洋动力较强,易于发生海水入侵,尤其是北支;夏季是长江三角洲的主要建设期,锋带作用的存在使得泥沙大部分在锋带的内外区域沉积;春秋两季是平衡期;冬季主要是冲刷的时期。

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本文构建了长江口外海域三维悬浮泥沙输运数值模型,其中水动力模型中主要考虑了潮汐潮流、出入径流及风浪等作用,输运模型中考虑了粘性泥沙的絮凝、粘性和非粘性泥沙的再悬浮等过程。并与2006年8月份在长江口外海域获得的定点连续站测流资料及悬浮泥沙的观测资料进行了比较。为了进一步提高模式结果的精确性,采用将动力模式与实测资料相结合的趋近同化方法,在连续方程和泥沙输运方程中分别增加一个松弛项,将模拟结果向已有实测调和常数的控制点推算潮高值和悬沙浓度观测值趋近。数值实验证明,将验潮站资料和泥沙观测资料引入到数值模式中去,可以有效的改善模式的模拟结果。将该方法运用到长江口外附近海域的悬浮泥沙数值模拟当中,并泥沙输运水平紊动扩散系数也做了合理的修改,其模拟结果也得到了不错的改进,所得结果适用于计算长江口外海域的水动力和泥沙输运情况。 可以大体得到泥沙在长江口内外分布规律:悬浮泥沙浓度自近岸向外海降低,长江口外123°E以东浓度一般不超过10mg/l,终年悬浮泥沙高值区见于河口区,一般超过300mg/l,以长江口、杭州湾悬浮泥沙浓度最高。悬浮泥沙浓度垂向剖面的计算值与观测数据符合良好。 在潮周期中,悬浮泥沙浓度的变化与

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From June 2004 to December 2004, Lake Dianchi, which had large scale of cyanobacterial blooms was investigated in order to study P-fractionation in the suspended matter and the sediment. The investigation improves our understanding of phosphorus in Lake Dianchi and the relationship between phosphorus and cyanobacterial blooms. It contributes to the available literature on the behavior of P in hypertrophic lakes. The distribution of P-fractions in Lake Dianchi was not uniform from northwest to south, but was closely related to the trophic status of the whole lake. The concentrations of total phosphorus, labile P (NH4Cl-P), Organic P (NaOH-NRP) and loss on ignition in suspended matter were positively correlated with the strength of cyanobacterial blooms. Total phosphorus in suspended matter was relatively stable for almost half an year and closely related to Chl. a concentration. The main content of organic phosphorus is in the cyanobacterial blooms. The concentrations of phosphorus bound to metal oxides and carbonates (NaOH-SRP and HCl-P) in sediment were similar to NaOH-SRP and HCl-P in the corresponding suspended matter. The latter two forms of P in suspended matter were not affected by cyanobacterial blooms, indicating that the inorganic phosphorus is derived from the sediment after resuspension from the sediment due to wind and wave action. The contribution of the different P-fractions to TP in sediment and in suspended matter indicates that NH4Cl-P in the suspended matter is an important buffer for maintaining dissolved phosphorus in water.