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1.
为探明锥状工程堆积体坡面薄层水流剥蚀率与水力要素之间的关系, 室内模拟赣北红土区散乱锥状工程堆积体。通过人工降雨试验, 设计4种降雨强度(1.0~2.5mm/min)和3种砾石含量(10%~30%)完全组合。采用灰色关联度分析法, 评估坡面水力参数与土壤剥蚀率之间的关联度。结果表明:① 在试验条件下, 坡面水流功率与土壤剥蚀率呈幂函数关系;② 当堆积体砾石含量一定时, 以降雨强度为变量能反映堆积体坡面水力参数与土壤剥蚀率之间的关联度;③ 当降雨强度一定时, 大雨强下(≥1.5mm/min)堆积体砾石含量不宜作为灰色关联度分析的变量。综上所述, 水流功率是描述赣北红土区锥状工程堆积体侵蚀过程的最佳水力参数, 可用于建立堆积体侵蚀物理模型。 相似文献
2.
Soil erosion risk assessment of the Keiskamma catchment,South Africa using GIS and remote sensing 总被引：4，自引：2，他引：2
Paidamwoyo Mhangara Vincent Kakembo Kyoung Jae Lim 《Environmental Earth Sciences》2012,65(7):2087-2102
This paper examines the soil loss spatial patterns in the Keiskamma catchment using the GIS-based Sediment Assessment Tool
for Effective Erosion Control (SATEEC) to assess the soil erosion risk of the catchment. SATEEC estimates soil loss and sediment
yield within river catchments using the Revised Universal Soil Loss Equation (RUSLE) and a spatially distributed sediment
delivery ratio. Vegetation cover in protected areas has a significant effect in curtailing soil loss. The effect of rainfall
was noted as two pronged, higher rainfall amounts received in the escarpment promote vegetation growth and vigour in the Amatole
mountain range which in turn positively provides a protective cover to shield the soil from soil loss. The negative aspect
of high rainfall is that it increases the rainfall erosivity. The Keiskamma catchment is predisposed to excessive rates of
soil loss due to high soil erodibility, steep slopes, poor conservation practices and low vegetation cover. This soil erosion
risk assessment shows that 35% of the catchment is prone to high to extremely high soil losses higher than 25 ton ha−1 year−1 whilst 65% still experience very low to moderate levels of soil loss of less than 25 ton ha−1 year−1. Object based classification highlighted the occurrence of enriched valley infill which flourishes in sediment laden ephemeral
stream channels. This occurrence increases gully erosion due to overgrazing within ephemeral stream channels. Measures to
curb further degradation in the catchment should thrive to strengthen the role of local institutions in controlling conservation
practice. 相似文献
3.
在弯道水槽中展开系列试验,研究水力冲刷过程中均质土岸坡冲刷崩塌输移与河床冲淤过程及其影响因素。该过程及变化特征可描述为:水下坡面侵蚀及坡脚淘刷导致岸坡失稳崩塌;暂时堆积在凹岸坡脚处的崩塌体加剧附近水流紊动程度利于其输运与分解;分解后较粗的颗粒随弯道螺旋流以推移质形式被输移至下游凸岸落淤,较细的颗粒大部分都随水流以悬移质形式被携带至下游出口;水流结构随岸坡及河床变形而调整;如此循环往复。试验成果进一步表明:冲刷状态下,试验材料黏性越小、近岸流速越大、作用时间越长,岸坡冲刷崩塌量及河床冲刷量都越大;同条件下岸坡冲刷崩塌总量大于河床冲刷总量,且河床相对冲刷率随岸坡冲刷崩塌量的增大而减小,数值范围为0.40~0.92。 相似文献
4.
Su Zhengan Xiong Donghong Dong Yifan Yang Dan Zhang Su Zhang Baojun Zheng Xueyong Zhang Jianhui Shi Liangtao 《Natural Hazards》2015,79(1):183-202
This study assessed temporal variation in soil erosion rates in response to energy consumption of flow (ΔE). It employed an in situ bank gully field flume experiment with upstream catchment areas with bare (BLG) or cultivated land (CLG) that drained down to bare gully headcuts. Water discharge treatments ranged from 30 to 120 L Min−1. Concentrated flow discharge clearly affected bank gully soil erosion rates. Excluding minimal discharge in the CLG upstream catchment area (30 L min−1), a declining power function trend (p ≤ 0.1) was observed with time in soil erosion rates for both BLG and CLG upstream catchment areas and downstream gully beds. Non-steady state soil erosion rates were observed after an abrupt collapse along the headcut slope after prolonged scouring treatments. However, as the experiment progressed, ΔE and energy consumption of flow per unit soil loss (ΔEu) exhibited a logarithmic growth trend (p < 0.1) at each BLG and CLG position. Although similar temporal trends in soil erosion and infiltration rates were observed, values clearly differed between BLG and CLG upstream catchment areas. Furthermore, Darcy–Weisbach friction factor (f) values in the CLG upstream catchment area were higher than the corresponding BLG area. In contrast to the BLG upstream catchment area, lower ΔEu and higher soil erosion rates were observed in the CLG upstream catchment area as a result of soil disturbances. This indicated that intensive land use changes accelerate soil erosion rates in upstream catchment areas of bank gullies and increase soil sediment transport to downstream gullies. Accordingly, reducing tillage disturbances and increasing vegetation cover in upstream catchment areas of bank gullies are essential in the dry-hot valley region of Southwest China.
相似文献5.
A Comparison of Fluvial Sediment Phosphorus (P) Chemistry in Relation to Location and Potential to Influence Stream P Concentrations 总被引：3，自引：0，他引：3
Fluvial sediments are subject to cyclic submersion during changes in stream flow, which can affect their phosphorus (P) sorptive capacity. As fluvial sediments play a major role in determining P concentrations in stream flow, we compared the P chemistry of exposed stream bank and submerged bed sediments from an agricultural catchment in central Pennsylvania, USA. Total P concentration was greater in bank (417 mg kg-1) than bed sediments (281 mg kg-1), but because bed sediments contained more sand-sized material, they could release more P and support a higher solution P concentration (0.043 mg l-1) than bank sediments (0.020 mg l-1). Phosphorus release was a function of Mehlich-3 soluble Fe in stream sediments (r > 0.65), reflecting redox processes in the fluvial system. In contrast, P sorption maxima of bank and bed sediments were related to Mehlich-3 soluble Al (r > 0.78) and organic matter concentration (r > 0.79). Overall, our research suggested that erosion of bank sediments should contribute less P and may be a sink for P in the stream system compared with resuspension of bed sediment. However, bank sediments may have the potential to be a large source of P in downstream reservoirs or lakes, where increased microbial activity and reducing conditions may solubilise sediment-bound P. 相似文献
6.
针对缺乏地形条件和工程处置措施对堰塞坝溃决过程影响研究的现状,采用4种河床坡度（0°、1°、2°、3°）和3种泄流槽横断面型式（三角形、梯形、复合型）,开展了堰塞坝溃决的模型试验。通过分析堰塞坝的溃决流量、溃决历时、溃口发展和坝体纵截面演变过程,研究了不同河床坡度和泄流槽横断面对堰塞坝溃决过程的影响规律。试验结果表明：... 相似文献
7.
Stanley W. Trimble 《Environmental Geology》1997,32(3):230-234
A significant proportion of stream sediment yield in North America comes from stream channel and bank erosion. One method
used for stream stabilization is the bank installation of timber and stone fish-shelter structures, but there is little evidence
for their potential effectiveness. Nine to nineteen years of precise survey data from Coon Creek, Wisconsin, however, show
that fish structures enhance sediment deposition along the stream and may retard lateral migration of channels. Such structures
have greater utility for sediment control when streams are eroding away a high bank and replacing it with a lower bank.
Received: 18 October 1996 · Accepted: 4 February 1997 相似文献
8.
Lisa M.Tranel 《地学前缘(英文版)》2018,9(4):1193-1202
Characterizing stream erosion in any steep mountain landscape is arduous, but the challenge level increases when the stream flows through a glaciated catchment frequently modified by hillslope debris.Glacial landforms and stochastic mass wasting in alpine systems may interfere with sediment delivery to downstream sites where detrital sediments are often collected to represent upstream bedrock sources.To use detrital sediments as indicators of erosion, we need to understand potential sediment accumulation in flat glaciated reaches or behind rockfall barriers. This study investigates the stream channel in Garnet Canyon, a glaciated catchment located in the central Teton Range, to describe hillslope coupled channel morphology and the subsequent effects on sediment transport throughout the catchment.Stream cross-section surveys and sediment size measurements of the surface bedload were collected in the field within a glacially flattened segment of Garnet Canyon. Calculations of shear stress conditions allowed evaluation of the importance of mineral densities on potential grain entrainment. The length of the Garnet Canyon stream observed in this study was coupled with hillslope deposits. Critical shear stresses were sufficient to move gravel-sized sediments through all sections when calculated with quartz mineral density and through most sections when applying apatite mineral density. These results verify the application of detrital sediments to evaluate erosion rates or spatial bedrock sources because snowmelt stream flow efficiently moves entrained sediment past glacially reduced slopes and potential talus barriers. 相似文献
9.
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
10.
This study assesses a simple sediment source tracing method using major- (Al, Ca, Fe, K, Mg, Mn, Na, P, Si, Ti) and trace-element (Ba, Be, Ce, Co, Cr, Mo, Nd, Pb, Sr, Th, V, Y, Zn) signatures of stream suspended particulate matter (SPM), bed sediments and soils in a small agricultural catchment in NE Scotland. Whilst most erosion studies characterise the large amounts of material mobilised at the highest flows, this study aimed to assess properties of sediments during moderate to low flow periods. These occur more frequent than intense storms and are important in linking stream sediments, near-channel sources and aquatic ecosystem impacts. Data were transformed by multivariate statistical methods to compare elemental signatures of SPM (ranging from 3 to 53 mg L−1 in the stream) and stream bed sediments with a limited number of near-channel source soils. Increased concentrations of Ce, Nd, Th and Y in subsoils contributed to the ability to discriminate between surface fieldslope and stream bank erosion sources. Stream bed sediments showed close matches with compositions of stream bank and arable surface soils, but signatures of SPM differed greatly from any of the sources. Large concentrations of Cr, Pb and Zn in SPM, particularly during summer (677, 177 and 661 mg kg−1, respectively) exceeded water quality standards and were linked to an accumulation of trace elements associated with biological material. The potential for within-stream alteration of SPM in relation to erosion sources was confirmed by changes in the nature of the SPM organic matter observed by IR spectroscopy. Thus the potential is shown for multi-element signatures to give information on catchment sediment sources to aid land management decisions, given careful consideration of the effects of in-stream alteration of eroded material. However, this combined information may be beneficial to process understanding linking land use and stream ecosystems at critical ecological periods. 相似文献
11.
V. J. J. Janes A. P. Nicholas A. L. Collins T. A. Quine 《Environmental Earth Sciences》2017,76(7):307
Channel bank erosion processes are controlled by numerous factors and as such are both temporally and spatially variable. The significance of channel bank erosion to the sediment budget is difficult to quantify without extensive fieldwork/data analysis. In this study, the importance of key physical factors controlling channel bank erosion, including channel slope, upstream catchment area, channel confinement, and sinuosity, was explored using regression analysis. The resulting analysis can be used in practical studies to provide a first approximation of bank erosion rates (in catchments similar to those investigated). A data set of channel bank erosion rates covering eight contrasting river catchments across England and Wales, over a time period of up to 150 years, was created using a modified GIS methodology. The best predictors were found to be upstream area, channel confinement, and sinuosity with respect to dimensionless width-averaged retreat rates (m m?1 yr?1). Notwithstanding these relationships, the results highlight the variability of the magnitude of sediment production by channel bank erosion both within and between catchments. 相似文献
12.
季节性冰冻河流（季冻区河流）受水动力-冻胀/冻融耦合作用,岸滩崩塌机理复杂,且对河道演变具有重要影响。通过建立水动力-冻胀/冻融耦合作用岸滩崩塌力学模式,以中国东北地区松花江干流大顶子山航电枢纽下游近坝段为例,开展季冻区河流岸滩崩塌及河道演变的三维数值模拟分析。研究结果表明:岸滩坡脚侧蚀主要由水力冲刷所控制,冻胀作用使岸滩开裂深度增加,冻融过程则会使岸坡土体力学强度降低,影响岸滩稳定;岸滩崩塌对季冻区天然河流演变具有显著影响,考虑岸滩崩塌的模拟结果与天然实测结果基本吻合,可较好地模拟河床冲淤、岸滩崩塌所引起的河道演变过程。研究成果可为季冻区河流岸滩崩塌及河道演变的深入研究提供技术支撑。 相似文献
13.
根据实测河道地形资料,分析了水库下游河床演变中的河岸侵蚀现象,包括不同横向边界约束条件、不同床沙组成和不同河型河段的河岸侵蚀的特征及规律。结果表明:①水库下游均会有河岸侵蚀发生,但初期一般以下切为主,后期以展宽为主。②对于横向边界约束较强的河段,河岸侵蚀相对较弱;相反,则河岸坍塌严重,河岸侵蚀强烈;③对不同的河床组成和边滩组成的河段:河床较粗特别是形成抗冲粗化层,且边滩组成较细的河段,河岸侵蚀现象非常剧烈;河床组成较细的河段,如果边滩抗冲性较强,则河岸侵蚀现象相对较弱,如果滩地组成较细、容易坍塌,河岸侵蚀也会较强;④不同的河型有着不同的河岸侵蚀现象。分汊河段以主汊为主;游荡段的游荡特性在初期受到抑制;弯曲河段的撇弯切滩现象较普遍。 相似文献
14.
Dariusz Ciszewski 《Environmental Geology》1998,36(1-2):45-54
An evaluation of the influence of channel processes (erosion, accumulation, processing of channel sediments) on the dispersal
of heavy metals in bottom sediments was carried out in the channels of the Sztoła and Biała Przemsza rivers in Upper Silesia,
Poland. These rivers receive waters from a Zn and Pb mine. Mine waters transport a large amount of fine-grained sediments
contaminated with heavy metals. The polluted material is accumulated in these stream courses and mixed with nearly homogeneous
sandy sediment derived from erosion of the river banks and bed. Because these alluvia are easily set in motion, the distribution
of heavy metal concentration in the channel in fraction <1 mm reflects differences in physical processes of sedimentation
in its cross-section. The minimal values in active channel and maximal in the near-bank zone are typical for those channel
sections where heavy metals, present in a solid state, are transported as a suspended load (normally the largest part of a
polluted river course). In short sections heavy metals associated with the grains of a large mass which has accumulated in
the active channel are transported as a bed load and the typical distribution pattern is reversed (in fractions both <1 mm
and <0.063 mm). Such regularities can be disturbed in localities where strong, turbulent flow or frequent eddying occur and
Mn oxides and hydrooxides and associated elements precipitate. The smallest variation in heavy metal concentration in the
homogenous, fine-grained bank sediments which are trapped by plants below water level is a feature which recommends these
localities as being the most suitable for monitoring of river pollution.
Received: 11 November 1997 · Accepted: 12 March 1998 相似文献
15.
Emmanuel J. Gabet 《Estuaries and Coasts》1998,21(4):745-753
Saltmarsh tidal channels have often been recognized as being stable landscape features, despite highly sinous planforms, severely undercut banks, and high rates of bank erosion. In an effort to solve this paradox, a saltmarsh tidal channel in the San Francisco Bay was monitored from March 1995 to March 1996. The short-term rate of bank erosion was measured using erosion pins and found to be 57 ± 10 mm yr?1 on the outside banks of meander bends. In addition, a long-term maximum lateral migration rate of 23 ± 23 mm yr?1 was estimated from aerial photos, producing a dimensionless channel migration rate (defined as the rate of migration divided by channel with), of 0.5% yr?1. The difference in the rates of lateral migration and bank erosion is attributed to the persistence of failed bank material (slump blocks) in the channel. The slump blocks induce sedimentation, protect the banks, and prevent further bank erosion. A published stability analysis method for undercut banks is applied to determine a maximum overhanging width. Using the measured compressive and tensile strengths of rooted bank material, 16.55 ± 1.16 kPa and 2.93 ± 0.71 kPa, respectively, the maximum width of an undercut bank is calculated to be 0.69 m. The average width of slump blocks measured in the field is 0.67 ± 0.25 m. A simple numerical model predicting the rate of lateral migration is derived using the results from the stability analysis and data from sedimentation and erosion pins inserted throughout the channel. This model accurately predicts a rate of 23 ± 3 mm yr?1. 相似文献
16.
Channel evolution of Des Moines Lobe till drainage ditches in southern Minnesota (USA) 总被引：1，自引：1，他引：0
Joe Magner Brad Hansen Tim Sundby Geoff Kramer Bruce Wilson John Nieber 《Environmental Earth Sciences》2012,67(8):2359-2369
Some drainage ditches in the intensively managed row-crop agricultural region of southern Minnesota evolved from a trapezoidal form to multi-staged channel forms similar to natural streams. Older ditches constructed in cohesive sediment of the Des Moines Lobe till tend to follow a channel evolution model developed by Simon and Hupp. Site cross sections, longitudinal water and bed profiles and bed material particle size were determined according to Harrelson and others at 24 older ditch reaches, 5 newly constructed ditch reaches and 13 natural stream reaches. Morphological features were hypothesized to change from trapezoidal form to flat bench banks, similar to benches found in natural stream channels. All data were statistically analyzed with respect to drainage area using regression, because channel form is directly related to drainage area for a given climate, geology and land use. Results show similar regression slope and intercept for bankfull channel width and bankfull cross-sectional area (CSA) of older ditches and natural streams compared to typical trapezoidal designed ditches. Evolved ditches developed a small floodplain bench above the ditch bed and adjusted their bankfull widths similar to natural stream channels with respect to drainage area. Old ditches showed a relatively strong R 2 (0.82, 0.68) for channel CSA and width, a weaker R 2 (0.45) for water surface slope, and little to no correlation with bed particle size. Channel form appears to have adjusted more quickly than bed facets and/or bed particle size distribution. However, stepwise regression determined that D84, width/depth ratio and mean bankfull depth explained 83?% of the variability of channel features across varying drainage areas. Findings suggest a possible reduction of long-term maintenance costs if older ditches are allowed to evolve over time. A stable ditch form similar to natural streams is typically self-sustaining, suggesting that prior to a scheduled clean-out, the ditch should be examined for hydraulic capacity, sediment transport and bank stability. 相似文献
17.
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
18.
《Geodinamica Acta》1999,12(2):57-70
An analysis of the functioning of the valley slope/ stream system is carried out in the catchment area of the Tortue, a hilly, sandy region, east of Le Mans. The swift restructuring of plots is responsible for two types of morphogenesis: Chronic erosion accounts for the slow transfer of sediments towards the lower part of plots and slopes. The overland flow caused by the restructuring of surface soil erodes some 150 to 200 kg ha−1 during the month following sowing. But the limited amount of deposits (the Royeau brook carries away less than 50 kg ha−1 per month) proves the existence of numerous relays. Catastrophic erosion, triggered by storm showers tailing on dry soils with sparse vegetation led, in 1988 and 1990, to extensive gullying and longitudinal transportation that modified stream dynamics. Taken away partly from the stocks accumulated through chronic erosion, the sand flow progresses slowly downstream with the floods. 相似文献
19.
在弯道水槽中开展6组试验,分别用非黏性土及黏性土填筑河床,研究相同水力作用下近岸河床组成对黏性岸坡崩塌的影响规律。研究发现,在试验给定的岸坡及河床组成情况下,非黏性河床凹冲凸淤且总体表现为淤积,近岸河床及凹岸岸坡冲刷强度大,凸岸附近床面上泥沙掺混较明显;黏性河床及凹岸岸坡均被冲刷,河床主流区冲刷强度比近岸河床及凹岸岸坡大。相较于黏性河床,非黏性河床近凹岸处较易冲刷,水流结构重新调整,凹岸坡脚处水流流速及紊动能可增至2倍左右,环流强度可增至11倍,加速了岸坡崩塌及崩塌体的分解输移;非黏性河床近凹岸坡脚处变形以及凹岸岸坡崩塌量均相对较大,岸坡崩塌强度为河床淤积强度的2~4倍,崩塌物质可充分补给河床的泥沙来源;经水力冲刷后非黏性河床组成情况下形成的河道滩槽高差相对较小,河道横断面相对宽浅。 相似文献
20.
A quantitative study on fluvial processes was carried out in an upland stream catchment (9.3 ha) near Agolai in the NE of
Jodhpur district in the Thar Desert in Rajasthan. The catchment of the studied second order ephemeral channel (1.0–1.4 km
long and 1.0–1.5 m deep) has developed on a hill — rocky/gravelly pediment — colluvial plain sequence on rhyolite. Initial
results of measurements of channel parameters during two significant runoff generating events of 42 mm and 52 mm in 2007 showed
peak discharges of 20 m3s−1 (upstream) and 13 m3s−1 (downstream) that moved sediments (bedload) to distances of 43 m − 141 m in the upstream reach, 6–28 m in the middle reach
and 63–95 m in the lower reach. The long profile and cross profile measurements showed a balance between load and discharge
through a sequence of alternate deposition and erosion throughout the channel. Hypsometry curves revealed maximum erosion
(7.7 cm) in the upper reach and aggradation (2.90 cm) in the lower reach. Cross profile measurements showed bank cuts (6 cm)
and vertical incisions (1–2 cm) on the rocky-gravelly V shaped valley in the upper reach, incision (4–30 cm) and localized
higher deposition (10–12 cm) in the narrow (<1m) and deep (>1m) U shaped valleys in middle reach and mainly deposition (13
cm) on the wide ( 1–4 m) and shallow channels (0.1 to 0.2 m) in the lower reach. 相似文献