共查询到20条相似文献，搜索用时 187 毫秒
1.
长江口细颗粒泥沙絮凝沉降影响因素分析 总被引：33，自引：4，他引：33
根据静水和动水条件下的细颗粒泥沙沉降试验结果,应用灰色模型分析中的关联度分析理论,分析了影响细颗粒泥沙絮凝沉降的主要因素.根据关联度的大小指出,影响细颗粒泥沙絮凝沉降的主要因素依次为水温、沉降历时、盐度、粒度、含沙量和流速,其中盐度和粒度是阈值型影响因素,沉降历时、含沙量和流速是连续型影响因素,水温是具有阈值型和连续型双重特性的影响因素.只要阈值型影响因素达到或超过了阈值,细颗粒泥沙就发生絮凝作用,因素值的变化对沉降强度影响不大.连续型影响因素对细颗粒泥沙絮凝沉降的影响是连续的,它们不仅影响絮凝作用发生,而且影响絮凝沉降强度. 相似文献
2.
钱塘江河口细颗粒泥沙絮凝沉降特性研究 总被引：3，自引：0，他引：3
钱塘江口河口上游河流和海域来沙多为细颗粒泥沙,粘性细颗粒泥沙由于其特殊的表面电化学性质遇到强电解质海水而产生絮凝沉降,是形成河口淤积的原因之一。影响絮凝的因素很多,除了电解质,还有泥沙粒径的大小、盐度、含沙量、PH值、温度、有机质含量、矿物成分、水流速度及紊动情况等。本文通过粒度分析、静水沉降、动水沉降等各种实验手段分析钱塘江口泥沙的基本特性,找出最佳絮凝盐度以及泥沙不淤流速等值,初步探讨了细颗粒泥沙的絮凝机理,为治理钱塘江口提供科学依据。 相似文献
3.
长江口北槽黏性细颗粒泥沙特性的试验研究 总被引：2，自引：0，他引：2
选用长江口北槽黏性细颗粒泥沙,在不同盐度的人工海水中通过静水沉降、动水沉降等各种试验手段了解其基本特性。在静水沉降管中观测了胶粒的电化学絮凝过程和重力碰并过程,于不同盐度条件下找出最佳絮凝盐度;并通过黏性细颗粒泥沙在流动海水中絮凝的试验研究,揭示其在动水中絮凝的机理和规律,及不同条件下的起动流速、不淤流速、沉降速度等特征值,从而分析其落淤情况。研究结果表明,长江口北槽细颗粒黏性泥沙的最佳絮凝盐度约为15,起动流速为15~20 cm/s,这与泥沙的淤积固结时间有关,而不淤流速约为60 cm/s。并由试验得到了挟沙力与流速之间的经验关系,以及用于估算不同流速条件下泥沙沉降速度及淤积量的经验公式。这些结果可用于长江口航道的疏浚、整治工作中,具有一定的理论指导意义。 相似文献
4.
伶仃洋河口泥沙絮凝特征及影响因素研究 总被引：1，自引：1，他引：0
泥沙絮凝对河口细颗粒泥沙运动过程起着极其重要的作用。本文通过LISST-100激光粒度仪等仪器实测伶仃洋河口2013年洪季悬浮泥沙絮凝体现场粒径及水动力、泥沙条件,结合实验室悬沙粒径分析,研究大小潮期间伶仃洋河口泥沙絮凝特征,探讨紊动剪切强度、含沙量、盐度分层及波浪等因素对伶仃洋河口泥沙絮凝的影响。结果表明:伶仃洋河口水体中现场粒径平均值为148.53 μm,大于实验室悬沙分散粒径36.74 μm,河口絮凝现象明显;沉速与有效密度、粒径呈正相关,絮团平均有效密度为153.49 kg/m3,平均沉速达1.13 mm/s;小潮时絮团平均粒径大于大潮,垂向上表底层絮团粒径小、中层大,中底层絮团沉速大于表层。伶仃洋河口水动力、泥沙条件是影响其泥沙絮凝的重要因素,低剪切强度（小于5 s-1）、低含沙量（小于50 mg/L）及高体积浓度有利于细颗粒泥沙之间的相互碰撞,促进絮凝作用;当剪切强度与颗粒间碰撞强度高于絮团所能承受的强度时,絮团易破碎分解成小絮团或更细的泥沙颗粒;伶仃洋河口盐度层化引起的泥沙捕获现象增大中层泥沙体积浓度,有利于中层絮凝体的发育;观测期相对较大的波浪增强水体紊动,增大了水体细颗粒泥沙的碰撞几率,表层絮团粒径随波高峰值的出现而增大。 相似文献
5.
珠江口磨刀门泥沙絮凝特征 总被引：3，自引：3，他引：0
本文利用激光粒度仪实测得到珠江口磨刀门河口2013年夏季悬浮泥沙现场絮凝及絮凝体特征,同时对比悬沙分散粒径和含沙量,研究表明:悬沙分散粒径平均值为27.9μm,现场实测絮团粒径平均值为91.6μm,表明磨刀门口外的悬浮泥沙絮凝现象显著;实测絮团平均粒径变化范围为13.0~273.8μm,小潮期间絮团粒径平均值为131.5μm,大于大潮平均值76.9μm;絮凝体粒径在垂向上的变化表现为由表及底先变大再变小。絮团体积浓度、沉速与粒径的关系在不同情况下有差异,体积浓度和絮团粒径在表层和中层有明显正相关关系,絮团沉速在大潮时刻随着粒径的增大而增大。综合分析影响絮凝的因素,得知在珠江口盐度对于絮团大小影响不明显;而流速大小的差异是影响大小潮之间絮团大小不同的主要因素。研究结果有助于了解珠江口细颗粒泥沙输移特性和相关生物化学过程。 相似文献
6.
Li Yan Wang Yaqin LinYian
Associate Professor Second Institute of Oceanography State Oceanic Administration Hangzhou Senior Engineer Second Institute of Oceanography State Oceanic Administration Hangzhou 《中国海洋工程》1995,(3)
- Settling characteristics of floes, including relative settling velocity, relative flocculation coefficient and flocculation exponent, are obtained by the suspended load equations for different size fractions. Data of the Changjiang Estuary suggest that level of flocculation changes from river section, river mouth (turbidity maximum) to offshore area in sequence of low, very high and high. The settling characteristics of floes reflected by in situ estimation performs a similar feature as that obtained from still water experiment. 相似文献
7.
细颗粒泥沙动水絮凝的机理分析 总被引：20，自引：0，他引：20
本文首先阐述由环形水槽试验所得出的细颗粒泥沙动水絮凝的若干规律。然后进行絮凝体形成和破碎的机理分析。从而得出产生动水絮凝的充分、必要条件:一是泥沙和电介质的物理、化学性质;二是絮凝体的抗剪能力大于所受到的剪切力,由此引出动水絮凝临界流速的概念。 相似文献
8.
在充分认识传统沉降筒缺陷的基础上提出了"大型可温控自动搅拌沉降试验筒"。通过室内系列试验发现:(1)含沙量对长江口细颗粒沉降速度影响最大;(2)温度上升,沉速增加,但不同阶段影响程度有所不同;(3)含沙量越高,盐度对沉速的影响越小,含沙量相同情况下,长江口北槽悬沙枯季水温下盐度对沉速的影响在1.8~5.7倍左右;洪季水温下盐度对沉速的影响在1.5~2.2倍左右。(4)枯季最佳絮凝盐度在7左右,最佳絮凝含沙量为7 kg/m3;洪季最佳絮凝盐度在10~12左右,最佳絮凝含沙量为4.5kg/m3。本研究成果可望加深我们对细颗粒泥沙动力过程相关机理的认识,同时可为相关港口、航道的淤积机理分析,数学模型、物理模型研究工作提供一定技术参考。 相似文献
9.
利用多种先进室内外测量仪器进行河口现场观测和室内电镜扫描获得相关资料,对长江河口北槽河道细颗粒泥沙絮凝的水沙环境、絮团的微观形态结构、絮团的粒径组成及其主要影响因素进行了综合分析和讨论。结果表明,北槽河道具有非常适宜细颗粒泥沙絮凝的潮流、盐度、含沙量和悬沙颗粒粒径等基本环境条件。北槽河道悬沙絮团形态多样,主要包括松散状絮团、蜂窝状絮团和密实状絮团。絮团主要由细粉砂和黏土类细颗粒泥沙组成,表面多粗糙不平,结构或密或疏。絮团粒径变化与潮周期动力过程密切相关,具有周期性变化特征。涨、落憩时絮团粒径较大,涨、落急时絮团粒径较小。絮团粒径涨憩大于落憩,小潮大于大潮。垂向上,絮团粒径由表层至底层逐渐增大。周期性潮流流速对北槽河道悬沙絮团粒径变化起到了控制作用。北槽细颗粒泥沙絮凝作用,是导致疏浚航道发生回淤的主要原因之一。 相似文献
10.
本文对河口细颗粒泥沙絮凝作用的研究工作进行了综合评述．对盐度、有机物、水流切应力及悬浮颗粒的表面电荷等因素对河口细颗粒泥沙絮凝作用的影响规律及絮凝机理进行了总结和探讨． 相似文献
11.
1Introduction The sediment dynamics of intertidal flats in-volves erosion, transport, and settling processes. A-mong these, the mechanisms of sediment transportare a key question. Progress has been made in awide range of associated areas, including sedime… 相似文献
12.
长江口天然水流中细颗粒泥沙的絮凝作用 总被引：9，自引：0，他引：9
本文根据1978年水文测验资料,分析了长江口水流对细颗粒泥沙絮凝的影响。从中得出:(1)絮凝使长江口泥沙的竖向运动规律发生改变,出现竖向分层流。(2)存在一絮 凝临界流速,只有当流速小于该值时,絮凝泥沙的竖向运动规律才得以体现。(3)在小于絮凝临界流速的水流中,垂线不同高程处的絮凝条件受水流切应力制约。 相似文献
13.
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
14.
Observations and analyses of floc size and floc settling velocity in coastal salt marsh of Luoyuan Bay, Fujian Province, China 总被引：1，自引：0，他引：1
In coastal environments, fine-grain sediments often aggregate into large and porous flocs. ElectroMagnetic Current Meters (EMCM) and Laser In Situ Scattering and Transmissometry (LISST-ST) have been deployed within a Spartina alterniflora marsh of the Luoyuan Bay in Fujian Province, China, to measure the current velocity, the floc size and the settling velocity between 15 and 22 January 2008. During the observations, the near-bed water was collected in order to obtain the suspended sediment concentration (SSC) and constituent grain size. Data show that: (1) the nearbed current velocities vary from 0.1 to 5.6 cm/s in the central Spartina alterniflora marsh and 0.1–12.5 cm/s at the edge; (2) the SSCs vary from 47 to 188 mg/dm 3 . The mean grain size of constituent grains varies from 7.0 to 9.6 μm, and the mean floc sizes (MFS) vary from 30.4 to 69.4 μm. The relationship between the mean floc size and settling velocity can be described as: w s =ad b , in which w s is the floc settling velocity (mm/s), a and b are coefficients. The floc settling velocity varies from 0.17 to 0.32 mm/s, with a mean value of 0.26 mm/s, and the floc settling velocity during the flood tide is higher than that during the ebb tide. The current velocity and the SSC are the main factors controlling the flocculation processes and the floc settling velocity. 相似文献
15.
长江口北槽浮泥周期性变化初探 总被引：1，自引：3，他引：1
根据2000年长江口北槽浮泥的实测资料,分析浮泥厚度和体积等几何尺度随时间的变化,发现长江口北槽浮泥存在日、半月和年际三种周期变化;日周期的变化受潮流动力周期的控制,这是由潮流冲刷浮泥形成的悬沙并再絮凝沉积造成的;半月周期的变化受潮流半月周期变化引起的泥沙供给量的变化控制;年周期的变化主要是由影响细颗粒泥沙絮凝沉积的长江口水温的年度变化所控制,泥沙供给和动力的年周期变化也有一定的影响. 相似文献
16.
17.
《Coastal Engineering》2004,51(1):91-100
New data on the settling velocity of artificial sediments and natural sands at high concentrations are presented. The data are compared with a widely used semiempirical Richardson and Zaki equation (Trans. Inst. Chem. Eng. 32 (1954) 35), which gives an accurate measure of the reduction in velocity as a function of concentration and an experimentally determined empirical power n. Here, a simple method of determining n is presented using standard equations for the clear water settling velocity and the seepage flow within fixed sediment beds. The resulting values for n are compared against values derived from new and existing laboratory data for beach and filter sands. For sands, the appropriate values of n are found to differ significantly from those suggested by Richardson and Zaki for spheres, and are typically larger, corresponding to a greater reduction in settling velocity at high concentrations. For fine and medium sands at concentrations of order 0.4, the hindered settling velocity reduces to about 70% of that expected using values of n derived for spheres. At concentrations of order 0.15, the hindered settling velocity reduces to less than half of the settling velocity in clear water. These reduced settling velocities have important implications for sediment transport modelling close to, and within, sheet flow layers and in the swash zone. 相似文献
18.
Velocity profiles in a salt marsh canopy 总被引：7，自引：0，他引：7
Flow velocity profiles, measured in aSpartina anglica canopy in a laboratory flume, change with the location of measurement and plant stem density. The shear velocity above the canopy is larger than that within the canopy. The reduction ofu
* within the canopy will favor the deposition of cohesive sediment. The reducedu
* and flow turbulence within the canopy can enhance particle flocculation and settling velocity. The canopy exerts a strong influence on the concentration, settling velocity of the flocs, and deposition rate of the suspended sediment through effects on bed shear stress and turbulence of flow within the canopy. 相似文献
19.
Yang Yang Ya Ping Wang Chunyan Li Shu Gao Benwei Shi Liang Zhou Dandan Wang Gaocong Li Chen Dai 《Geo-Marine Letters》2016,36(2):135-149
Interactions between turbulence, suspended sediment concentration (SSC), settling velocity, effective density, fractal dimension, and floc size were studied on the tide-dominated, muddy coastal shelf of the southwestern Yellow Sea, China. The measurements were carried out in July 2013 at two sites located in water depths of 21.2 and 22.1 m. Negative correlations were observed between shear rate, SSC, effective density, and mean floc size, which supports the results of previous numerical, experimental, and field studies. A significant positive correlation was observed between near-bed SSC and shear rate, an indication that SSC variations are controlled by turbulence and re-suspension. In addition, significant linear relationships were found between settling velocity and other parameters (floc size, turbulence, SSC, effective density, and fractal dimension) at the two sites, indicating that the controlling factors on settling velocity are spatially variable. Principal component analysis was applied to determine the relative importance of turbulence, flocculation ability, and SSC as controls on floc size in situ. The relative contributions of turbulence, flocculation ability, and SSC to floc size (at both sites) were ~33.0%, 30.3%, and 29.7%, respectively, this being a new field-based quantitative analysis of the controls on floc size. The findings demonstrate that, in nature, flocculation ability affects floc size to the same degree as turbulence and SSC. Therefore, predictions of floc size in coastal marine environments require constraints not only on turbulence and SSC, but also on flocculation ability. 相似文献
20.
Settling velocity is a fundamental parameter in sediment transport dynamics.For uniform Par-ticles,there are abundant formulas for calculation of their settling velocities.But in natural fields,sedi-ment consists of non-uniform particles.The interaction among particles is complex and should not be neg-lected.In this paper,based on the analysis of settling mechanism of non-cohesive and non-uniform parti-cles,a theoretical model to describe settling mechanism is proposed.Besides suspension concentration andupward turbulent flow caused by other particles,collision among particles is another main factor influ-encing settling velocity.By introducing the collision theory,equations of fall velocity before collision,colli-sion probability,and fall velocity after collision are established.Finally,a formula used to calculate the set-tling velocity of non-cohesive particles with wide grain gradation is presented,which agrees well with theexperimental data. 相似文献