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1.
Avulsions, channel evolution and floodplain sedimentation rates of the anastomosing upper Columbia River, British Columbia, Canada 总被引：4，自引：0，他引：4
Ages of channels of the anastomosing upper Columbia River, south‐eastern British Columbia, Canada, were investigated in a cross‐valley transect by 14C dating of subsurface floodplain organic material from beneath levees. The avulsion history within the transect was deduced from these data, and morphological stages in channel development were recognized. Additionally, floodplain sedimentation rates were established. The new data demonstrate that the upper Columbia River is a long‐lived, dynamic anastomosing system. Results show that anastomosis at the study location has persisted since at least 2700 cal. years BP, with avulsions occurring frequently. At least nine channels have formed in the studied cross‐valley transect within the past 3000 years. Channel lifetimes from formation to abandonment appear to be highly variable, ranging from approximately 800 to 3000 years. Log jams provoking avulsions and/or silting up of old channels are proposed as reasons for this variability. Long‐term average floodplain sedimentation rates appear to be significantly lower than previously proposed by Smith (1983, Int. Assoc. Sedimentol. Spec. Publ., 6, 155–168). A long‐term (4550 years) average of 1·75 mm year?1 (after compaction) was based on 14C dates, while a short‐term sedimentation rate of 0·8 mm was determined for a single, relatively small, seasonal flood in 1994 using sediment traps. However, short‐term sedimentation rates vary considerably over the floodplain, with levees aggrading up to four times faster than floodbasins. Channels of the upper Columbia River anastomosed reach follow a consistent pattern in their development, with each stage being characterized by different morphology and processes. Channel evolution comprises the following succession: (1) avulsion stage, in which a crevasse splay channel deepens by scour and levee sedimentation; (2) widening and deepening stage, in which bank slumping and bed scouring dominates; (3) infilling stage, in which either channel narrowing (bank accretion) or channel shallowing (bed accretion) takes place; and (4) abandonment stage, in which the residual (remnant) channel is filled exclusively by silt, clay and organic material. Vertical stacking (super‐ imposition) of active channels on recent channel‐fill sand bodies is a notable feature of the upper Columbia River, which suggests that reoccupation of residual channels is a common process. 相似文献
2.
本文主要采取历史水下地形和水位数据分析、干流河槽现场测量、室内测试和综合评价等方法对重大水利工程影响长江中下游干流河槽和岸线进行了分析和研究,取得如下新进展：（1）创新构建了一套多模态传感器系统,实现陆上和水下一体化水动力、沉积和地貌特征测量与数据采集。（2）调查研究发现,长江干流河槽冲刷强烈,岸线窝崩、条崩发育。（3）悬沙和床沙粗化,河床阻力下降,发育侵蚀型链珠状沙波,长江大桥主桥墩冲刷严重。（4）潮区界显著上移,潮区界变动河段地貌发生重要变化。在此基础上,研究认为应该加强长江中下游干流河槽、沿岸高陡岸坡、支流入汇干流河口、崩岸以及跨江大桥桥墩冲刷等调查、监测和成因机理分析。上述研究成果对长江岸滩防护和修复、航道整治、沿岸防洪、长江大桥桥墩维护等具有重要意义。 相似文献
3.
Lulseged Ayalew 《Environmental Geology》2009,58(8):1713-1726
Previous accounts and recent observations indicate that the pattern and geometry of the Omo River meanders in the Lower Omo
basin of Ethiopia had already been established in earlier times by large floods that took place after extended periods of
drought. The cross-sectional changes resulted from floods in the nineteenth and twentieth centuries, were then simply limited
to small degree channel widening and entrenchment, and floodplain erosion and deposition. The effects of the August 2006 flood,
although widespread and destructive for the environment, were also modest as far as adjusting the channel pattern is concerned.
Changes in channel profiles at short-term scales usually come in the form of aggradation and degradation. Interpretations
of satellite images taken before and after the flood showed the accumulation of coarse sediments in the channel. There are
also some sporadic indications for an increase in channel width. Widening in response to high amount of discharges can generally
be expected during floods. Besides, signs of channel shortening were observed in some places. Apart from these minor changes,
the dimension of meandering segments or the outline of the entire meander belt, and the basic morphology of the channel remained
unaffected. 相似文献
4.
High-resolution spacecraft data reveal the presence of a distinctive unit on the upper reaches of the floor of Mangala Valles, an ancient outflow channel on Mars. In contrast to abundant evidence for scour, intense erosion, and hydrodynamic shaping typical of the floors and margins of Mangala and other outflow channels, this unit is smooth-surfaced, has cuspate margins, is superposed on the scoured valley floor, and is extensively pitted. We interpret this unit to be the sublimation lag deposit derived from an ice thermal boundary layer on the aqueous flood that formed the outflow channel system, and the remnant of floodwaters trapped in channel lows. This interpretation further supports the likelihood that climate conditions at the time of emplacement were similar to the hyper-arid cold desert conditions of today. Frozen floodwaters from the ancient martian subsurface could still be preserved in these deposits, representing attractive and accessible exobiological exploration objectives. 相似文献
5.
John P. Hoffmann Donald R. Pool A. D. Konieczki Michael C. Carpenter 《Hydrogeology Journal》1998,6(3):349-364
Land subsidence in the form of sinks has occurred on and near farmlands near Tucson, Pima County, Arizona, USA. The sinks
occur in alluvial deposits along the flood plain of the Santa Cruz River, and have made farmlands dangerous and unsuitable
for farming. More than 1700 sinks are confined to the flood plain of the Santa Cruz River and are grouped along two north-northwestward-trending
bands that are approximately parallel to the river and other flood-plain drainages. An estimated 17,000 m3 of sediment have been removed in the formation of the sinks. Thirteen trenches were dug to depths of 4–6 m to characterize
near-surface sediments in sink and nonsink areas. Sediments below about 2 m included a large percentage of dispersive clays
in sink areas. Sediments in nonsink areas contain a large component of medium- to coarse-grained, moderately to well sorted
sand that probably fills a paleochannel. Electromagnetic surveys support the association of silts and clays in sink areas
that are highly electrically conductive relative to sand in nonsink areas. Sinks probably are caused by the near-surface process
of subsurface erosion of dispersive sediments along pre-existing cracks in predominantly silt and clay sediments. The pre-existing
cracks probably result from desiccation or tension that developed during periods of water-table decline and channel incision
during the past 100 years or in earlier periods.
Submitted, April 1997 · Revised, November 1997 · Accepted, April 1998 相似文献
6.
利用实地考察、浅钻孔、探槽及卫星影像等方法,对鄱阳湖信江决口三角洲进行了系统研究。该决口三角洲是洪水冲破信江西岸天然堤流入附近的河漫湖泊形成的,其平面形态为鸟足状,总体延伸方向与主河道近垂直。在横切剖面上整个决口三角洲沉积体呈透镜状覆盖在早期的湿地或河漫湖泊沉积之上。鄱阳湖信江决口三角洲可分为3个亚相:决口三角洲平原、决口三角洲前缘和决口前三角洲。决口三角洲平原主要发育决口河道、决口天然堤、废弃决口河道和湿地,其中决口河道又可以进一步划分为决口水道、边滩、汊口滩;决口三角洲前缘主要发育河口坝、支流间湾。河漫湖泊规模小、深度浅、波浪能量弱,对河口坝和决口河道砂体的改造较弱,不易形成连片分布的席状砂;决口前三角洲不发育。决口三角洲沉积受河流作用和河漫湖泊作用的共同控制,其演化可以划分为主河道天然堤生长阶段、决口初期阶段、进积分汊阶段及分汊—废弃阶段4个阶段。 相似文献
7.
Flow dynamics,sedimentation and erosion of glacial lake outburst floods along the Middle Pleistocene Scandinavian Ice Sheet (northern central Europe) 
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下载免费PDF全文 Jutta Winsemann Petteri Alho Leena Laamanen Nils Goseberg Jörg Lang Josef Klostermann 《Boreas: An International Journal of Quaternary Research》2016,45(2):260-283
During the Middle Pleistocene late Saalian glaciation of northern central Europe numerous pro‐glacial lakes formed along the southwestern margin of the Scandinavian Ice Sheet. Little is known about the drainage history of these lakes, the pathways of glacial lake outburst floods and their impacts on erosion, sedimentation and landscape evolution. This study investigated the impact of the late Saalian Weser and Münsterland Lake (Germany) outburst floods. In particular, we reconstructed the routing and flow dynamics of the lake outburst flood and analysed the flood related sediments. We employed one‐dimensional hydraulic modelling to calculate glacial lake outburst flood hydrographs. We modelled the flow pathway and local flow conditions along the pathway based on the boundary conditions of two different hydrographs and two different ice‐margin positions. The modelling results were compared with geomorphological and sedimentological field data in order to estimate the magnitude and impact of the flood on erosion and sedimentation. Two major lake drainage events are reconstructed for the study area, during which approximately 90–50 km3 of water was released. Modelling results indicate that the lake outburst floods created a high‐energy flood wave with a height of 35–50 m in confined valley areas that rapidly spread out into the Lower Rhine Embayment eventually flowing into the North Sea basin. The sedimentary record of the outburst floods comprises poorly sorted coarse‐grained gravel bars, long‐wavelength bedforms and sandy bedforms deposited by supercritical and subcritical flows. Some parts of the sandy flood deposits are rich in reworked mammoth bones or mammoth and horse teeth, pointing to reworking of older fluvial sediments, hydraulic concentration and subsequent re‐sedimentation of vertebrate remains. These deposits are preserved in sheltered areas or at high elevations, well above the influence of postglacial fluvial erosion. The flood‐related erosional features include up to 80‐m‐deep scour pools, alluvial channels and streamlined hills. 相似文献
8.
Many lowland stream channels have dramatically widened over the last two centuries. There has been considerable debate about whether this widening was caused by an unusually large flood, by a series of large floods, or by decreased bank stability caused by clearing of riparian vegetation. The relative effects of floods and vegetation can be disentangled in southeastern Australia where streams have undergone both clearing of bank vegetation, and decadal sequences of relatively higher and lower flood magnitude and frequency. Archival aerial photographs of the Nepean River, in southeastern Australia, suggest that banks did not erode during periods of low flood magnitude (drought-dominated regime: from 1901–1949) whether they were cleared or not. However, during periods of flood-dominated regime (1950 to 1970s) only cleared stream banks eroded. Thus, on the upper Nepean River, clearing alone was insufficient to trigger erosion by small floods, and even large floods were unable to erode vegetated banks. The conclusion is that substantial channel widening in this river required both clearing of bank vegetation, and periods of unusually large and frequent floods. This conclusion is supported by geomechanical modelling that examine the reduction in bank shear strength arising from the loss of tree-root reinforcement. The modelling also suggests that bank instability arising from devegetation amplifies the potential for bank failure during the drawdown phase of a flood, leading to channel widening. 相似文献
9.
Gary A. Huckleberry 《Geoarchaeology》1995,10(3):159-182
Archival and stratigraphic data from the middle Gila River, Arizona, provide insight into late-Holocene floods and channel changes that affected the Hohokam, prehistoric agriculturalists who practiced canal irrigation 2000-500 B.P. The relationship between floods and channel changes during the past 300 years is characterized by an increased frequency of wide, braided channel conditions during episodes of increased large flood frequency. Ten radiocarbon ages from overbank deposits from the middle Gila River flood plain indicate that the frequency of large floods was relatively low 4000-1000 B.P. (14C years) but increased after 1000 B.P., a pattern supported by paleoflood slackwater sites in the upper Gila River watershed. This suggests that channel instability (shifts between narrow, single-channel and wide, braided planforms) increased after 1000 B.P. The latter part of the 4000-1000 B.P. period of relative channel stability corresponds in time with the development of Hohokam irrigation agriculture and expansion of canal systems, whereas increased fluvial dynamics beginning 1000 B.P. correlate (in time) to changes in settlement patterns during the Sedentary-Classic period transition. Higher large flood frequency may be responsible for the consolidation of canal systems and relocation of villages along the middle Gila River after 1000 B.P. and during the Classic period. Increased flooding and concomitant channel changes alone, however, do not adequately explain the collapse of the Hohokam pattern. 相似文献
10.
串沟河道是河流体系发育演变中的重要沉积单元,但目前对其沉积特征和沉积过程的系统报道较少。文章综合利用岩矿、测井和三维地震资料,在南海珠江口盆地恩平凹陷北带韩江组六段识别出了典型的串沟河道沉积。在地震剖面上,串沟河道呈相互孤立分布的中—强振幅反射,平面属性图和分频RGB融合切片显示其在平面上总体较为平直,具有北东窄南西宽的特征,且头部向北东侧逐渐尖灭。钻井显示,串沟河道岩性以含砾粗砂岩为主。通过与已有模式和现代实例的对比,发现恩平北带串沟河道发育的独特之处是其位于富泥的泛滥平原背景中,而不是富砂的坝体之上,且主要发育在低位体系域内。基于对沉积过程的综合分析,提出研究区内串沟河道主要遵循上游扩展的发育演变模式：低位期辫状主河道水体间歇性淹没河道间的先存泛滥平原区,触发串沟河道自下游低洼处的溯源侵蚀且逐渐向上游扩展。串沟河道砂体自身物性好且易于被后期海侵泥岩覆盖,具备良好的侧封、顶封条件,将可能成为盆地重要的岩性圈闭类型。文章的相关结论可为珠江口盆地岩性圈闭勘探提供新的思路。 相似文献
11.
The leading cause of bridge failure has often been identified as bridge scour, which is generally defined as the erosion or removal of streambed and/or bank material around bridge foundations due to flowing water. These scour critical bridges are particularly vulnerable during extreme flood events, and pose a major risk to human life, transportation infrastructure, and economic sustainability. Retrofitting the thousands of undersized and scour critical bridges to more rigorous standards is prohibitively expensive requiring effective yet economical countermeasures. This research tested the efficacy of using approach embankments as intentional sacrificial “fuses” to protect the bridge integrity and minimize damage during large flow events by allowing the streams to access their natural floodplain and reduce channel velocities. This countermeasure concept was evaluated using the Hydrologic Engineering Center’s River Analysis System models. Steady flow models were developed for three specific bridges on two river reaches. Streamflow return period estimators for both river reaches were developed using Bayesian analysis and available United States Geological Survey stream gauge data to evaluate sacrificial embankments under non-stationary climatic conditions. The use of sacrificial embankments was determined to be a cost-effective scour mitigation strategy for bridges with suboptimal hydraulic capacity and unknown or shallow foundations. Additional benefits of sacrificial embankments include reductions in upstream flood stage and velocity. 相似文献
12.
黄河上游内蒙古冲积性河道凌汛问题突出,研究河道冲淤演变与凌情响应机制可为该河段防凌减灾提供技术支持。根据内蒙古河段凌情、河道冲淤演变资料,分析凌情变化表征指标及与之密切相关的河道冲淤演变特征指标,研究河道冲淤演变特征指标与凌情变化表征指标的响应关系。结果表明:河道冲淤演变的特征指标平滩流量与凌情表征指标冰下过流能力、槽蓄水增量关系密切,冰下过流能力为平滩流量的1/5左右,随着平滩流量减小而减小,而槽蓄水增量随着平滩流量的减小而增大,有利内蒙古河段防凌的平滩流量宜不小于2 000 m3/s,槽蓄水增量宜不超过14亿m3。本研究成果可为内蒙古河段冰凌灾害防治提供参考。 相似文献
13.
为探索三峡坝下游淤沙型浅滩冲淤特性突变的成因,结合芦家河河段较为系统的水沙输移和河床冲淤观测资料,从来水来沙变化、河势调整等多种角度,分析了多因素变化条件下的浅滩演变机理。结果显示:水库下游悬沙来量大幅减少导致分汊河道冲刷变形,促使洪水流路过流能力增强、浅滩冲淤转换的临界流量减小;三峡水库进入175 m运行期后,来流退水过程加快,泥沙输移更集中于汛期。以上变化更利于汛期浅滩淤积,不利于汛后浅滩冲刷,各种因素迭加作用下,导致浅滩条件在2008年前后发生阶段性变化。未来冲刷过程中,研究河段的浅滩淤积现象仍可能出现,类似问题在长江中下游其他的主流年内交替型汊道浅滩也同样值得注意。 相似文献
14.
K. J. Woolfe P. Larcombe A. R. Orpin R. G. Purdon 《Australian Journal of Earth Sciences》2013,60(4):689-694
In broad terms, fluvial systems can be considered as comprising two basic geomorphologic features, a channel and its floodplain (overbank), each of which may accumulate sediment or undergo erosion. The sedimentary relationships between channels and floodplains, the resultant sedimentary architecture and the form of the dependent landscape may all be considered in terms of the relative rates of channel and floodplain aggradation and/or erosion. Using this approach, the Herbert River in north Queensland can be divided into seven ‘fluvial fields’. By considering the likely migration directions of field boundaries in the lower floodplain we conclude that, contrary to many sequence‐stratigraphic models, lowering sea‐level would drive a general aggradation of the system on the Great Barrier Reef shelf, whereas a sea‐level rise would cause further incision of the modern coastal plain. 相似文献
15.
网状河流的构型、流量-宽深比关系和能耗率 总被引：6，自引：0，他引：6
网状河流作为一类新河型,已经受到研究者的关注,但对其研究还不充分.该研究基于目前已经报道过的资料及新近取得的研究成果,从河流构型、河道过水断面宽深比与流量关系及能耗率等方面对该河型展开论述,期望引起大家对该河型的兴趣.网状河流在许多方面表现出了独有的特色.从平面构型来看,它以相互连通的多河道围绕非常稳定的泛滥盆地为特征,其中泛滥盆地上植被发育、沼泽湖泊可见.从河道纵、横剖面来看,它具有非常小的河道比降和一般小于40的河道宽深比,总体上属于各类河型中最小的.从沉积体系的剖面构型来看,它以多个孤立的河道砂体"漂浮"在细粒泥质沉积物中为特征.在河道过水断面宽深比与流量的半对数图中可见,其宽深比随流量的增大而减小,并且其散点位于各类河流的最下部.由于其河道比降一般很小,多河道体系中的单个河道的流量相对于其决口前的老河道显然较小,从而其能耗率就相对很小.文中所讨论到的长江三口分流网状河道:东松滋河、西松滋河、虎渡河、藕池河、北藕池河和松澧合流,其能耗率分别为3.0 W/m2,5.5 W/m2,2.8 W/m2,6.4 W/m2,3.7 W/m2和2.7 W/m2,显然都小于10 W/m2,这与长江主河道在枝江附近的140 W/m2相比,差两个数量级.所有这些特征都预示着网状河流与以长江中下游为代表的分汊河流之间有着完全不同的特性,与其他河型更是大相径庭. 相似文献
16.
Changes in Geomorphic characteristics in the lower reaches of the Gongola River channel following construction of Kiri dam have been investigated. The study focused on changes in the channel bankfull width and of riverbed width after the control of the river flow, variation in discharge characteristics between pre- and post- dam periods and the impact of discharge variation on post- dam river channel. Results of the analysis revealed that the main effect of the impoundment of the Gongola channel is a drastic decrease in flood peaks below the reservoir by 11.5% (from 1,420 m3/sec to 1,256 m3/sec). The low flows have on the other hand increased by 268% (from 5.7 m3/sec to 21 m3/sec). The resultant effect of decrease in the discharge was reduction in the channel bankfull and riverbed widths by 38.3% and 72.2% respectively. Also, the post- dam channel became less sinuous and braided in some of the reaches downstream. Discharges of high peaks were found during the period of maximum precipitation (June to September) whereas low discharges were recorded during the period of minimum or no precipitation (December to May). Some of the observed implications of the flow control on the geometric variables were reduction in the overall channel width, concave bank erosion and emergence of vegetation in some of the reaches. 相似文献
17.
Richard Hereford 《Quaternary Research》1986,25(3)
Stream channels in the Paria River basin were eroded and partially refilled between 1883 and 1980. Basin-wide erosion began in 1883; channels were fully entrenched and widened by 1890. This erosion occurred during the well-documented period of arroyo cutting in the Southwest. Photographs of the Paria River channel taken between 1918 and 1940 show that the channel did not have a floodplain and remained wide and deep until the early 1940s. A thin bar (<50 cm), now reworked and locally preserved, was deposited at that time. Basin-wide aggradation, which began in the early 1940s, developed floodplains by vertical accretion. The floodplain alluvium, 1.3–3 m thick. consists of two units recognizable throughout the studied area. An older unit was deposited during a time of low flow and sediment yield whereas the younger unit was deposited during times of high flow, sediment yield, and precipitation. Tree-ring dating suggests that the older unit was deposited between the early 1940s and 1956, and the younger between 1956 and 1980. The units are not time transgressive, suggesting that deposition by knickpoint recession was not an important process. High peak-flood discharges were associated with crosion and low flood discharges with aggradation. The erosional or aggradational mode of the streams was determined principally by peak-flood discharge, which in turn was controlled by precipitation. 相似文献
18.
An understanding of fluvial-aeolian deposition derived from modern case-examples in a previous study is applied to the Permian Cutler Formation and Cedar Mesa Sandstone on the Colorado Plateau. These formations supply an excellent three-dimensional exposure of intertonguing fluvial and aeolian strata. Four distinct facies associations form the bulk of the Cutler Formation and Cedar Mesa Sandstone: (1) aeolian dune deposits; (2) wet interdune deposits; (3) fluvial channel deposits; and (4) overbank-interdune deposits. In addition, two distinctive types of erosion surfaces are found within the Cutler Formation and Cedar Mesa Sandstone: pebble- to granule-rich erosion surfaces (aeolian deflation surfaces) and flood surfaces. Fluvial and aeolian intertonguing result in extensive tabular sheets of aeolian sandstone separated by flood surfaces and overbank-interdune deposits. Fluvial channels are associated with the deposits overlying flood surfaces and are incised into the underlying aeolian sandstones. Overbank-interdune deposits and wet interdune deposits cover flood surfaces and intertongue with overlying aeolian sandstones. The primary characteristics of ancient fluvial-aeolian deposition are overbank-interdune deposits and pronounced extensive erosion surfaces (flood surfaces), which are parallel to underlying fluvial sandstones and thus trend parallel to the palaeoslope and palaeohydrological gradient. 相似文献
19.
为全面描述黄河口尾闾段的河床形态调整及过流能力变化,采用河段平均的计算方法,确定了尾闾段(利津—西河口)1990—2016年汛后断面及河段尺度的平滩特征参数,分析河段平滩河槽形态调整特点、河段平滩流量变化过程及其与累积河床冲淤量的关系。结果表明:近30年来黄河尾闾段的河床形态调整过程较为复杂,河相系数在1990—2003年呈振荡式升高,2003年以后持续减小,说明断面形态朝窄深方向发展;平滩流量变化与河段冲淤过程密切相关,淤积时平滩流量减小,反之则增大;建立这些河段平滩特征参数与利津站前4年汛期平均水流冲刷强度的幂函数关系,且相关系数均大于0.8,说明黄河口尾闾段河床形态调整及过流能力变化能较好地响应利津站水沙条件的改变。 相似文献
20.
Fluvial processes and facies sequences in the sandy braided South Saskatchewan River, Canada 总被引：4，自引：0，他引：4
The South Saskatchewan River has a long term average discharge of 275 m3/sec, with flood peaks in the range of 1500 to 3800 m3/sec. South of Saskatoon, the four major types of geomorphological elements recognised are channels, slipface-bounded bars, sand flats and vegetated islands and floodplains. Major channels are 3-5 m deep, up to 200 m wide, and flow around sand flats which are 50-2000 m long, and around vegetated islands up to 1 km long. At areas of flow expansion, long straight-crested cross-channel bars form. During falling stage, a small part of the crest of the cross-channel bar may become emergent, and act as a nucleus for downstream and lateral growth of a new sand flat. The dominant channel bedforms are dunes, which deposit trough cross bedding. Cross-channel bars deposit large sets of planar tabular cross bedding. Sand flats that grow from a nucleus on a cross-channel bar are mostly composed of smaller planar tabular sets, with some parallel lamination, trough cross-bedding, and ripple cross-lamination. A typical facies sequence related to sand flat growth would consist of in-channel trough cross-bedding, overlain by a large (1-2 m) planar tabular set (cross-channel bar), overlain in turn by a complex association mostly of small planar tabular cross-beds, trough cross-beds and ripple cross-lamination. By contrast, a second stratigraphic sequence can be proposed, related only to channel aggradation. It would consist dominantly of trough cross-beds, decreasing in scale upward, and possible interrupted by isolated sets of planar tabular cross-bedding if a cross-channel bar formed, but failed to grow into a sand flat. During final filling of the channel, ripple cross-lamination and thin clay layers may be deposited. In the S. Saskatchewan, these sequences are a minimum of 5 m thick, and are overlain by 0.5-1 m of silty and muddy vertical accretion deposits. 相似文献