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1.
This paper provides some additional evidence supporting the necessary (but insufficient) condition for the formation of stream meandering proposed by Nakagawa: where Me is a non-dimensional parameter, τs, and τb are the average bank and bed shear stress respectively, ps and pb are the average bank and bed wetted perimeter of a half-channel respectively, and K?0.2 is the critical value of the parameter estimated from experimental data. Provided the criterion is satisfied, the main thread of the stream meanders in the non-erodible channel, and the maximum amplitude amax, the angle a between the channel central axis and oblique crest line of the surface wave, and the mean wavelength L of the main thread decrease as the non-dimensional parameter Me increases. 相似文献
2.
M. R. LEEDER 《Sedimentology》1983,30(4):485-491
ABSTRACT Bagnold's dynamic theory for sediment suspension requires that the immersed weight of suspended grains over unit bed area is supported by an upward-directed residual Reynolds stress, τyy , arising from asymmetrical shear turbulence. The present paper presents an analysis of previously published turbulence data which confirms the existence of this residual stress and indicates its generation in the lowermost part of the buffer layer of turbulent shear flows. The magnitude of τyy is estimated as about 0.3τyx . Calculations from experimental data on suspended fine sand transport over upper phase beds reveals that τyy , is in approximate equilibrium with the weight stress due to the suspended load. 相似文献
3.
Experimental modelling of an aggrading braided river has allowed investigation of the relationship between the frequency of channel avulsion ( A f ), the duration of time that the braidplain is occupied by flow, the spatial pattern of braidplain sedimentation and how these respond to a change in sediment supply ( S s ). Model results demonstrate a strong, positive relationship between S s and A f and that there is no downstream change in A f over the short braidplain distances ( ca 100 m) modelled herein. Although A f is strongly dependent on S s , the degree of channel switching does not influence the rate, or spatial pattern, of braidplain sedimentation. All experiments used a single, central input for water and sediment, and the channels occupied the centre of the alluvial basin for a longer period of time than the margins for all sediment supply rates and distances downstream. Despite this spatio-temporal pattern in flow occupancy, braidplain sedimentation rates were nearly uniform both downstream and across the basin, and increased at approximately the same rate as increases in S s . As a consequence, less frequent, and possibly short-lived, flows at the margins of the braidplain deposited and preserved more sediment per unit time in comparison with the centre of the basin where flow occupancy was higher. An approximate order of magnitude change in sediment supply resulted in only a factor of two change in bed slope, probably due to both an increase in channelization and adjustment of the channel form that maintained sediment transport through the basin. This result suggests that linear diffusion models are unlikely to be applicable in landscape evolution models that possess aggrading multi-thread rivers, which are capable of self-adjustment in channel number and form. 相似文献
4.
Islam Aznarul Sarkar Biplab Saha Ujwal Deep Islam Mainul Ghosh Susmita 《Natural Hazards》2022,111(1):1019-1046
The present study has been a pioneering effort examining the role of an annual flood as a potent stimulus inducing changes in channel geomorphology of the Mayurakshi River, India. Twenty cross sections have been considered for the measurement of various hydro-geomorphic attributes of the river in both the pre- and post-flood conditions in 2018. The study sensed an escalating trend for channel width, width/depth ratio, and wetted perimeter while the reverse was also detected for average depth, maximum depth, cross-sectional area, and hydraulic radius. For example, the width/depth ratio recorded an increase of?~?11%, and the hydraulic radius depicted a decrease of?~?8%. Furthermore, channel asymmetry, bed asymmetry and bed relief index experienced a decrease after the flood. The sudden hydraulic impulse during monsoon flood as manifested in velocity, discharge, specific stream power, Reynolds number, Froude number increases the erosivity of the fluid. Besides the hydraulic factors, bank material (massive sandbank susceptible to hydraulic action and mixed bank constituted by alternate bands of sand and silt, and vulnerable to failure by piping action) brings substantial changes in channel morphology. Moreover, anthropogenic interventions such as sand mining are found to play a significant role in channel behaviour. The role of the multiple factors driving the morphological changes of the cross sections has been unpacked using canonical component analysis.
相似文献5.
低坡度基岩弯曲河流在地质构造控制区域广泛存在（床面坡度小于5‰）,洪水对基岩弯曲河流的河床淤积与侵蚀具有较大影响,但以往研究对基岩弯曲河流的洪水动力结构认识不足。通过几何概化基岩弯曲河段,考虑Froude相似与边壁粗糙,建立基岩弯曲河道概化模型,分析洪水下的弯道水面线分布、时均流场与湍流结构特性。结果表明:在洪水流量下,弯顶上游出现最小水面横比降、凸岸水流分离、凹岸双环流发育、流速下潜且二次环流强度达到最大,在弯顶下游水面横比降达到最大并出现环流分裂;床面切应力分布于凸岸水流分离以及弯顶上游中心区域,横向动量输移集中于弯顶上游。试验结果为基岩弯曲河道中的床面侵蚀与沿程淤积提供了水动力方面的解释。 相似文献
6.
以二元结构河岸崩塌模式为研究背景,在弯道水槽中展开系列试验,研究凹岸坡脚处成型崩塌体在水力作用下输移过程及其对岸坡稳定性与河床冲淤的交互影响。试验成果表明,崩塌体经水力分解破碎呈块状、片状或颗粒状起动,部分随水流带至凸岸或下游,堆积在坡脚附近的崩塌体残留量随水力作用大小及土体特性不同而变化。崩塌体临水面周围尤其上下游端水流紊动强烈易形成较大剪切力区,临坡面上下游端附近剪切力较无崩塌体时减小;崩塌体体积越大,对剪切力区特征的改变也越明显。崩塌体的存在虽不能制止附近岸坡的再次崩塌,但可能抑制崩岸发展及附近河床淤积的程度,崩塌体的粘性或体积越大,这种抑制作用越显著;相同崩塌体抑制附近河床淤积的程度较抑制岸坡崩塌的程度大。 相似文献
7.
Settling velocities and entrainment thresholds of biogenic sands (shell fragments) under unidirectional flow 总被引：3，自引：0，他引：3
Settling velocities and entrainment thresholds of biogenic sedimentary particles, under unidirectional flow conditions, are derived on the basis of settling tower and laboratory flume experiments. Material consisting predominantly of equant blocks (shell fragments of Cerastoderma edule , density, ρ s =2800 kg m−3 ) or of mica-like flakes and elongate rods ( Mytilus edulis fragments, ρ s =2720 kg m−3 ) are used in separate series of experiments. Differences in the measured settling and threshold properties are related primarily to particle shape. The selection of a characteristic length scale for non-spherical grains is investigated by comparing two approaches used to define the grain size ( D ) of the sediment samples: grain settling and sieve analysis that are used to derive data for the threshold criteria, in terms of the Shields and Movability diagrams. The empirical curves effectively predict the threshold conditions for any grain shape, provided that grain size is defined in terms of grain settling velocity. However, a functional distinction is made between the characteristic `hydraulic' grain size, defined by grain settling for grain transport applications, and the actual (physical) grain size defined by sieve analysis. 相似文献
8.
A breccia vein sampled from a shear zone in greenschist facies metapelites at Mount Isa, Queensland, Australia, shows a systematic variation in vein geometry that is related to the geometry of folding and faulting within the sample. Calcite vein-fill is coarse grained and equigranular, suggesting precipitation in a fluid-filled space. Partially folded veins suggest that veining occurred during folding and faulting. The breccia vein contains a central zone in which dilation has occurred simultaneously in all directions in the plane of section, implying that this was a zone of high fluid pressure and nearly isostatic differential stress during folding and faulting. From these observations, it can be inferred that the breccia vein was a zone of high permeability and a likely fluid channel during deformation. This hypothesis was tested by stable isotope analysis of veins and host rocks. The calcite veins have δ13 C values of -11.1 ± 0.1% and δ18 O values of 6-10%o , whereas the host metapelite has δ13 C values of -10.62 and -10.11% and δ18 O values of 14-15%o . These values are consistent with an igneous-derived, H2 O-dominated fluid that exchanged little oxygen with the host rocks, but derived much of its carbon from the wall rock. The isotopic disequilibrium between the veins and the wall rock confirms that the fluid was externally derived, and that the breccia vein acted as a channel for large-volume fluid flow within the shear zone. 相似文献
9.
Flow and sediment dynamics in a low sinuosity, braided river: Calamus River, Nebraska Sandhills 总被引：1，自引：0，他引：1
The interaction between channel geometry, flow, sediment transport and deposition associated with a midstream island was studied in a braided to meandering reach of the Calamus River, Nebraska Sandhills. Hydraulic and sediment transport measurements were made over a large discharge range using equipment operated from catwalk bridges. The relatively low sinuosity channel on the right-hand side of the island carries over 70% of the water discharge at high flow stages and 50–60% at low flow stages. As a result, mean velocity, depth, bed shear stress and sediment transport rate tend to be greater here than in the more strongly curved left-hand channel. The loci of maximum flow velocity, depth and bed shear stress are near the centre of the channel upstream of the island, but then split and move towards the outer banks of both channels downstream. Variations in these loci depend on the flow stage. Topographically induced across-stream flows are generally stronger than the weak, curvature-induced secondary circulations. Water surface topography is controlled mainly by centrifugal accelerations and local changes in downstream flow velocity. The averaged water surface slope of the study reach varies very little with discharge, having values between 0·00075 and 0·00090. As bed shear stress generally varies in a similar way to mean velocity, friction coefficients vary little, normally being in the range 0·07–0·13. These values are similar to those in straight channels with sandy dune-covered beds. Bedload is moved mainly as dunes at all flow stages. Grain size is mainly medium sand with coarse sand moved in thalwegs adjacent to the cut banks, and with fine sand at the downstream end of the island. These patterns of flow velocity, depth, water surface topography, bed shear stress, bedload transport rate and mean grain size can be accurately predicted using theoretical models of flow, bed topography and sediment transport rate in single river bends, applied separately to the left and right channels. During high flow stages deposition occurs persistently near the downstream end of the island, and cut banks are eroded. Otherwise, erosion and deposition occurs only locally within the channel as discharge varies. Abandonment and filling of a strongly curved channel segment may occur by migration of an upstream bar into the channel entrance at a high flow stage. 相似文献
10.
黄河下游辫状、弯曲和顺直河段间沉积动力特征比较 总被引：3，自引：0，他引：3
黄河下游沿程出现了辫状、弯曲和顺直河型段,河道平面形态的差异势必受到不同的沉积动力特征的制约。本研究根据对收集到的有关实测资料的统计和计算,对可以表征河道沉积动力特征的相关指标进行了量化分析,发现不同河型段间的沉积动力特征存在明显差别。河道比降在辫状河段最大,介于0.2‰~0.14‰之间;弯曲河段的次之,介于0.14‰~0.10‰之间;顺直河段的小于0.10‰。平滩流量时的流速在辫状河段的较大,不同年份间的变幅较大;弯曲河段的次之,不同年份间的变幅较小;顺直河段的最小,不同年份间的变幅不大,并向下游显著减小。单位河长能耗率在辫状河段最大,弯曲河段次之,顺直河段的最小,其间的比值为2.31∶〖KG-*2〗1.35∶1。单位面积能耗率在辫状河段最小,弯曲河段最大,顺直河段次之,其间的比值为0.52∶〖KG-*2〗1.18∶〖KG-*2〗1。河床沉积物粒度较细,并普遍缺失推移质组分,中值粒度在辫状河段、弯曲河段和顺直河段分别为3.0、3.2、3.67;河床沉积物的分选性也依次变好。受制于上述相关沉积动力特性,河床沉积速率在不同河型段有明显差别:中大流量时,辫状河段的最小,弯曲河段的最大,顺直河段的次之;在小流量时,三个河型段的河床沉积速率非常接近,但沿程略有减小。另外,辫状河段河床沉积速率明显依赖于流量的变化,且随流量的增大而明显减小。 相似文献
11.
弯曲河流的河道冲淤变化在长时间尺度处于动态的平衡状况,其泥沙输移部分来自于凹岸冲刷与凸岸淤积的差值。2018年采用无人机航测获取黄河源典型弯曲河流(麦曲、哈曲、格曲和兰木错曲)连续弯道的低空影像数据,通过图像技术处理后生成高精度地形,进而提取单个弯道和连续弯道的断面地形,计算弯道凸、凹两侧断面面积和相邻断面间的差值。结果表明,凹岸侵蚀崩岸产生的泥沙量与凸岸点边滩淤积的泥沙量是不平衡的,即存在一个泥沙亏损量。对于单个弯道,兰木错曲单位河长的泥沙亏损量约为0.191 m^3,麦曲、哈曲和格曲单位河长的泥沙亏损量约为0.045 m^3,且相同河段的沿程亏损量具有不均匀性,其间接反映不同弯道横向的迁移速率具有差异性。 相似文献
12.
不同流量级下,分汊河段进口主流摆动导致江心洲头部的平面冲淤分布呈现出复杂变化特征。为探究江心洲头部冲淤与来流过程之间的响应关系,借助长江中下游多个分汊河段内水沙、地形资料,对江心洲头部水动力特征实施了数值模拟,并对不同流量级下的河床变形强度进行综合比较。研究表明:江心洲头部低滩的冲淤动力随着流量涨落呈现出明显的临界特性,冲淤过程中存在大、小两个临界流量Q1与Q2,在介于两个临界流量之间的流量级持续作用下,洲头低滩发生冲刷;流量大于Q1或小于Q2时,洲头低滩表现为淤积。由于不同流量级造成的冲淤效果不同,因而水文过程中各级流量的持续时间,是影响洲头低滩年内、年际变形的主要因素。 相似文献
13.
Peter P. Sakalowsky 《Earth》1974,10(2):121-138
Meandering is one of the most complex problems associated with the behavior of rivers. Several explanations (derived from both field and laboratory flume) have been advanced to account for stream meandering, among them being the earth's rotation, excess current energy, transverse oscillations, initial current deflection, local disturbances, changes in stages of discharge and bed load and helicoidal flow. Foremost among these is the effects of helicoidal flow within the stream flow. The purpose of this paper is to review and analyze selected meander theories that contribute either directly or inherently to current meander concepts which revolve around the effect of helicoidal flow.Prevalent ideas concern meandering as being dependent not only on stream flow but also on the rate of stream discharge, sediment load, size and type of sediment, channel roughness, depth, width, velocity of flow, and quality of water itself. The characteristics of helicoidal flow seem to be the best explanation for the development of meanders. Theories for meandering do not clearly explain the cause of helicoidal flow. Most of its intricacies have been learned through laboratory flume experiments. Interestingly, earlier work on river meandering was the product of long days in the field; in more recent years such research has been undertaken in the laboratory. One feels that a return to the stream would be a healthy complement to flume measurements. Further study should include hypothesis testing in a variety of material both homogeneous and heterogeneous. 相似文献
14.
Abstract. Talnakhite occurs in an andradite skarn forming adjacent to a leucocratic quartz monzonite dike intruded into limestone at Fuka. The mineral densely contains exsolution lamellae of chalcopyrite, and the talnakhite-chalcopyrite inter-growth is intimately associated with bornite that contains chalcopyrite as a lattice-form exsolution. The chemical composition of the talnakhite acquired on an electron probe microanalyzer corresponds to Cu9.00 Fe8.08 S15.92 , very close to the ideal chemical formula Cu9 Fe8 S16 . Nickel is not detected. The X-ray powder diffraction lines are well indexed on a body-centered cubic cell with a = 10.589 Å. The characteristic (110) reflection of talnakhite is clearly observed at 7.49 Å. The present talnakhite retains the chalcopyrite-like colored polished surface without tarnish in air more than a month.
Talnakhite at Fuka is likely to be derived from breakdown of Cu-rich intermediate solid solution ( iss ), which was in equilibrium with Fe-rich bornite at elevated temperatures. Talnakhite thus formed has survived the subsequent cooling processes, probably because the ƒs 2 was maintained in suitable levels preventing its decomposition into bornite and chalcopyrite. 相似文献
Talnakhite at Fuka is likely to be derived from breakdown of Cu-rich intermediate solid solution ( iss ), which was in equilibrium with Fe-rich bornite at elevated temperatures. Talnakhite thus formed has survived the subsequent cooling processes, probably because the ƒ
15.
Petrology of gedrite-bearing rocks in mid-crustal ductile shear zones from the Eastern Ghats Belt, India 总被引：1，自引：0，他引：1
A suite of metapelitic, basic and quartzofeldspathic rocks intruded by enderbitic gneiss from the southernmost tip of the Eastern Ghats Belt, India, and metamorphosed at c. 750–800 °C, 6 kbar, were subjected to repeated ductile shear deformation, hydration, cooling and accompanying alkali metasomatism along narrow shear zones. Gedrite-bearing assemblages developed in the shear zones traversing metapelitic rocks. Interpretation of the reaction textures in an appropriate P–T grid in the system FMASH, an isothermal–isobaric μ H2O – μ Na2O grid in the system NFMASH, and geothermobarometric data suggest a complex evolutionary history for the gedrite-bearing parageneses. Initially, gedrite-bearing assemblages were produced due to increase in μ Na2O at nearly constant but high μ H2O accompanying cooling. Gedrite was partially destabilized to orthopyroxene+albite due to progressively increasing μ Na2O . During further cooling and at increased μ H2O a second generation of gedrite appeared in the rocks. 相似文献
16.
主要通过岩心观察、粒度分析、参数计算、录井及测井分析等手段,充分吸收国内外河流研究成果,结合研究区区域地质背景,总结出渤海湾盆地垦东凸起北坡新近系馆陶组上段沉积相模式。研究认为：馆上段为河流相沉积,从沉积物特征和平面形态角度可以将研究区馆上段河流理解为介于辫状河与曲流河之间的过渡河型。其平均河道弯曲度大于1.7,垂向层序表现为泥多砂少,具有曲流河的特征;但沉积层序顶部常直接覆盖河漫/洪泛平原沉积,特别是河道内砂坝发育造成河道分汊河,砂坝沉积物粒度特征反映的受洪水控制的震荡性特点而与曲流河有重要差别。作者借用在水利学界和地貌学界广为使用的分汊河概念,建立了馆上段沉积相模式,包括河床、堤岸、河漫/洪泛平原和废弃河道等4个亚相,其沉积物组成下粗上细的正韵律。其中,河道砂坝是其主要砂体,顶部常被洪泛平原直接覆盖;决口扇是仅次于河道砂坝的次要砂体。 相似文献
17.
主要通过岩心观察、粒度分析、参数计算、录测井分析等手段,充分吸收国内外河流研究成果,结合研究区区域地质背景,揭示垦东凸起北坡馆上段沉积相模式。得到以下认识：研究区馆上段地层为河流相沉积,从沉积物特征和平面形态角度可以将研究区馆上段河流沉积理解为介于辫状河及曲流河之间的过渡河型。其平均河道弯曲度大于1.7,垂向层序表现为泥多砂少,具有曲流河的特征;但沉积层序顶部常直接覆盖河漫/洪泛平原沉积,特别是河道内砂坝发育造成河道分汊河,砂坝沉积物粒度特征反映受洪水控制的震荡性特点而与曲流河有重要差别。本文借用在水利学界和地貌学界广为使用的分汊河概念建立了研究区馆上段沉积相模式,包括河床、堤岸、河漫/洪泛平原、废弃河道等4个亚相,组成下粗上细的正旋回。其中,河道砂坝是其主要砂体,顶部常被洪泛平原直接覆盖;决口扇是仅次于河道砂坝的第二大砂体。 相似文献
18.
Stratification in channel belts is the key to reconstructing formative channel dimensions and palaeoflow conditions; this requires an understanding of the relation between river morphodynamics and set thickness. So far, theories for reconstruction of the original morphology from preserved stratification have not been tested for meandering river channels due to the lack of detailed bathymetry. This paper reports the results of an experiment that reproduced a dynamic meandering gravel‐bed river with the objectives to: (i) test the prediction of set thickness as a function of the morphology formed by a meandering river channel; and (ii) explore and explain spatial and temporal set thickness variations in the resulting channel belt. High‐resolution measurements of time‐dependent surface elevation were used to quantitatively relate the preserved stratification to the meandering river morphology. Mean set thickness agrees well with the theoretical prediction from channel morphology. The mean preserved set thickness was 30% of the mean channel depth. Due to the absence of aggradation during the experiment, this provides a lower limit for the preserved mean set thickness which is also to be expected for aggrading systems, because reworking is some orders of magnitude faster than aggradation. Furthermore, the time required to mature a channel belt and its set thickness distribution was about the same as the time required to develop and propagate bends that fill the channel belt surface. Finally, there was much systematic spatial variation in set thickness related to repetitive point bar growth and chute cut‐off. Undisturbed and thick sets occurred close to channel belt margins and more irregular stratification with stacked thinner sets was observed in the centre of the channel belt. 相似文献
19.
为探究边壁双曲率对其水动力特性的影响，应用RNG k-ε紊流模型和部分面积体积障碍模拟技术（FAVOR），针对圆管非满流建立三维数值模型，通过物理模型试验结果验证该数值模型的可行性。针对底坡和充满度不同组合条件进行数值试验，分析断面流速、壁面切应力和雷诺切应力分布规律等。研究结果表明：圆管非满流断面上不同垂线的流速分布具有较好的相似性，据此提出了垂线流速分布的抛物线公式；针对不同充满度条件提出了壁面切应力沿湿周分布的统一表达式；雷诺切应力沿垂线服从线性分布规律，充满度越大且距中垂线越远，沿垂线的变化梯度越小；当充满度大于0.5时，由于受二次流影响断面中垂线上雷诺切应力出现负值。 相似文献
20.
为探究边壁双曲率对其水动力特性的影响，应用RNG k-ε紊流模型和部分面积体积障碍模拟技术（FAVOR），针对圆管非满流建立三维数值模型，通过物理模型试验结果验证该数值模型的可行性。针对底坡和充满度不同组合条件进行数值试验，分析断面流速、壁面切应力和雷诺切应力分布规律等。研究结果表明:圆管非满流断面上不同垂线的流速分布具有较好的相似性，据此提出了垂线流速分布的抛物线公式；针对不同充满度条件提出了壁面切应力沿湿周分布的统一表达式；雷诺切应力沿垂线服从线性分布规律，充满度越大且距中垂线越远，沿垂线的变化梯度越小；当充满度大于0.5时，由于受二次流影响断面中垂线上雷诺切应力出现负值。 相似文献