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1.
Bank and near-bank processes in an incised channel 总被引：5，自引：0，他引：5
Gravitational forces acting on in situ bank material act in concert with hydraulic forces at the bank toe to determine rates of bank erosion. The interaction of these forces control streambank mechanics. Hydraulic forces exerted by flowing water on in situ bank-toe material and failed cohesive material at the bank toe are often sufficient to entrain materials at relatively frequent flows and to maintain steep lower-bank profiles. Seepage forces exerted on in situ bank material by groundwater, downward infiltration of rainwater and lateral seepage of streamflow into and out of the bank are critical in determining bank strength. Data from a study site on Goodwin Creek, MS, USA clearly show the temporal variability of seepage forces and the lag time inherent in reductions in shear strength due to losses of matric suction and generation of positive pore-water pressures. Negative pore-water pressures (matric suction) have also been shown to increase the resistance of failed cohesive blocks to entrainment by fluid shear. A stable bank can be transformed into an unstable bank during periods of prolonged rainfall through:
- 1. increase in soil bulk unit (specific) weight,
- 2. decrease or complete loss of matric suction, and, therefore, apparent cohesion,
- 3. generation of positive pore-water pressures, and, therefore, reduction or loss of frictional strength,
- 4. entrainment of in situ and failed material at the bank toe, and
- 5. loss of confining pressure during recession of stormflow hydrographs.
2.
《自然地理学》2013,34(4):374-386
The Western Ghats mountain chain of Kerala, India, is prone to landslides mainly caused by anthropogenic disturbances and very high rainfall amounts. Here, some initial observations on the apparent relationship among pore water pressure fluctuations, rainfall characteristics, and landslide initiation are presented based on monitoring in an experimental catchment in the upper Tikovil River basin. On June 21 and 22, 2007, continuous rain fell for over 10 hours with a total precipitation of 147 mm, causing three shallow landslides in the catchment. Measurements using piezometers in three hollows of the catchment indicate that the rain spell resulted in the development of high pore water pressure from the beginning of the storm that persisted through the time of occurrence of shallow landslides. The pore water pressure patterns in these monitored hollows are possible representatives of the pore water pressure pattern in the hollows where the landslides initiated. This similarity of response pattern enables such data to be used for the calibration and validation of physically based slope hydrology models coupled with slope stability models. 相似文献
3.
《Geomorphology》2006,73(1-2):115-130
Field observations and theoretical analysis have been used in the literature to assess slope instability caused by permeability variations. This investigation aims to study the influence of permeability variations on slope behaviour by experimental means. It focuses particularly on the pore water pressure generation in the vicinity of soils with different permeabilities, and the corresponding failure mode. A series of generated failures in a model with 2 soil layers was performed by means of a flume device. The soil layers were made of a medium-sized sand and a fine sand, placed in horizontal layers. A combination of photography and pore water pressure measurements was used to examine the relationship between the pore water pressure generation and failure modes. Experiments were conducted for different arrangements of soil layers (by changing the soil layer position), and infiltration direction (downward infiltration by sprinkling water on the soil, and upward infiltration from the bottom of the lower soil layer).The results revealed no clear link between the failure mode and recorded pore water pressure. Instead, the failure mode was seen to depend mostly on the relative layer position, and the recorded pore water pressures on the imposed infiltration direction. Failure was not confined to a single failure mode, but ranged instead from retrogressive slides and lateral spreads to seepage erosion. Regarding the hydrologic response, interesting results were recorded for experiments performed by downward infiltration, where perched water tables were formed. The granular nature of both soils and the absence of an impermeable barrier at the downslope end of the model seem to have favoured water seepage as the controlling failure mechanism, enhancing seepage erosion and sliding, and restricting other failure modes that require a high soil saturation such as flow failure.As the drainage conditions were not controlled, these experiments provided a unique opportunity to study the effect of water seepage as a trigger. In some experiments, failure evolution was seen to be dominated by sand washout, which started after the pore water pressure reached its maximum, suggesting that the dragging effect of seepage forces have a minor impact on triggering failure. An extra set of experiments conducted in a triaxial apparatus supported the efficacy of pore water pressure as a trigger rather than the dragging effect of seepage forces. The results obtained here provide an insight into the pre-failure mechanisms and processes of heterogeneous natural slopes. 相似文献
4.
The effects of variability in bank material properties on riverbank stability: Goodwin Creek, Mississippi 总被引：1，自引：1，他引：0
Bank retreat is an important area of research within fluvial geomorphology and is a land management problem of global significance. The Yazoo River Basin in Mississippi is one example of a system which is experiencing excessive erosion and bank instability. The properties of bank materials are important in controlling the stability of stream banks and past studies have found that these properties are often variable spatially. Through an investigation of bank material properties on a stretch of Goodwin Creek in the Yazoo Basin, Mississippi, this study focuses on: i) how and why effective bank material properties vary through different scales; ii) how this variation impacts on the outputs from a bank stability model; and iii) how best to appropriately represent this variability within a bank stability model.The study demonstrates the importance that the variability of effective bank material properties has on bank stability: at both the micro-scale within a site, and at the meso-scale between sites in a reach. This variability was shown to have important implications for the usage of the Bank Stability and Toe Erosion Model (BSTEM), a deterministic bank stability model that currently uses a single value to describe each bank material property. As a result, a probabilistic representation of effective bank material strength parameters is recommended as a potential solution for any bank stability model that wishes to account for the important influence of the inherent variability of soil properties. 相似文献
5.
Small meandering channels of about 1 m wide on an intertidal mudflat in the Westerschelde estuary the Netherlands) were studied with the aim to improve understanding of the effect of highly cohesive bed and bank sediment on channel inception and meander geometry and dynamics. The study is supported by experiments and modelling. The estuarine meandering channels are less dynamical than alluvial meandering rivers, and the dynamics are more localised. Moreover, the high thresholds for bed sediment erosion and for bank failure lead to two processes, uncommon in larger rivers, that cause most of the morphological change. First, the beds of the channels are eroded by backward migrating steps under hydraulic jumps, while the remainder of the bed surface along the channel is hardly eroded. Second, channel banks erode i) where eroding steps locally cause undercutting of otherwise stable channel banks and ii) in very sharp bends where the flow separates from the inner-bend channel boundary and impinges directly on the bank on the opposite side of the channel. Further morphological change is probably induced by rainfall splash erosion and by storm waves that weaken the mud, and by large mud fluxes from the estuary. The steps were successfully reproduced in laboratory flume experiments. An existing model for step migration predicted celerities consistent with field and laboratory observations and demonstrated a strong dependence on the threshold for erosion. Bank stability models confirm that banks and steps only fail when undercut and weakened by waves, rain or excess pore pressure in agreement with observations. The effects of a high threshold for bank erosion was implemented in an existing meander simulation model that reproduced the observed locations of bank erosion somewhat better than without the threshold, but flow separation and its effect on meander bends remains poorly understood. 相似文献
6.
沙质土壤水分运动参数研究 总被引：8，自引：3，他引：5
利用土壤水动力学原理,在室内测定了沙质土壤水分特征曲线、饱和导水率和非饱和导水率。在沙地葡萄园,建立观测场,埋设中子管和负压计,观测水分和吸力变化,基质吸力随土层加深而减小,10 cm处全年最大为126 cm水柱(12.4k Pa),30 cm处全年最大为116 cm水柱(11.4k Pa)。4月份吸力最大,土壤最干燥,7月份吸力最小,土壤最湿润。 相似文献
7.
长江中下游河道岸线的整治与开发利用 总被引：2，自引：2，他引：2
通过分析长江中下游河道的各段的整治措施，提出长江中下游河道整治的关键是：（1）控制河势，治理河岸崩塌，增强河床与河岸的稳定性；（2）充分重视三峡工程建成后对河道变化产生的影响；（3）科学合理地控制好长江采砂。并分析了长江岸线开发利用现状及存在问题，提出了岸线利用的原则。在长江中下游河道岸线利用过程中，还存在：河势不稳定，布局不合理，深水浅用浪费岸线资源和水污染严重等问题，提出遵照河道演变规律开发岸线，保护河岸工程的安全，根据河岸水质污污染与河床特点合理布置引水口和排污口，提高引水质量。 相似文献
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10.
Canopy effect refers to the phenomenon in which moisture accumulates underneath an impervious cover. A canopy effect can lead to full saturation of the soil underneath the impervious cover. A recent theoretical study separates the canopy effect into two types. The first one is caused by evaporation-condensation in unsaturated soils, while the second one is induced by freezing-enhanced vapour transfer in unsaturated soils. To validate experimentally these two types of canopy effect and to reveal their mechanisms, moisture-migration experiments were carried out, using a newly developed laboratory apparatus for unsaturated frozen soils. Six conditions were applied to the calcareous sand, with different initial water contents and boundary temperatures. The results show that water content in the upper portion of the sample increased under an upward temperature gradient, and the increment of water content was greater if the soil was subjected to freezing. For the freezing cases, the depth of the peak water content was in line with the freezing front. And the greater the initial water content, the more the water content accumulated at the freezing front. However, a lower cooling rate seemed to facilitate vapour migration. For the unfrozen cases, the water content in the upper portion of the sample also increased; and the increases became more apparent with a higher initial moisture content. The temperature gradient can also inhibit the vapour migration. A less steep temperature gradient always resulted in a more notable inhibition effect. Test results seem to verify the theory of the canopy effect. 相似文献
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12.
1990年以来黄河第一湾齐哈玛河段砾质网状河的演变特征 总被引：1，自引：0，他引：1
黄河第一湾的网状河型因其砾石质的河床质而与砂床质网状河明显不同,但是其具体的冲淤特性、河道与河间地的稳定性等是否与砂质网状河具有相似之处,尚待揭示。以齐哈玛乡主河道长约为12 km的砾石质网状河段为研究对象,利用1990年、2001年、2013年和2016年共4期Landsat遥感影像数据和2011年与2013年两期Google Earth高分辨率图像数据,结合野外采样观测分析其1990-2016年间的平面形态变化与沉积特征。结果表明：砾石质网状河整体具有很高的稳定性,众多分支河道与河间地无明显冲淤现象。网状带面积仅增加2.43%,陆地与水体面积比例接近1∶1;网状带部分小型河间湿地及河间岛屿呈现碎片化现象,导致河间湿地个数逐渐增加,最大增加率为62.16%。河道主流线长期左右迁移交替变化,且变化率相对稳定,受主流线迁移的影响,主河道内部河间岛屿形态变化较大,其河岸变化率为5 m/a。网状河众多支河道非常稳定,平均河宽变化率仅为1 m/a左右。河岸沉积物以细砂或粉砂为主,黏土含量较高,粒度分布曲线呈现多峰,这与砂质网状河流河岸以泥质沉积物为主略有不同,但河岸及河间湿地茂密的植被保护了众多分支河道免受侵蚀、维持了河道的稳定性,这也是砾石质网状河流体系具有高稳定性的重要原因。 相似文献
13.
《自然地理学》2013,34(3):229-251
The proportional contributions of cultivated lands and stream banks as sources of fine sediment loads were quantified in 15 rural watersheds in the Glaciated Appalachian Plateau region of the Susquehanna River basin of New York and Pennsylvania. We utilized a relatively simple method of fingerprinting sediment sources by comparing the concentrations of the nuclear bomb-derived radionuclide 137 Cs in fluvial sediment samples collected from channel margins with sediment from cultivated fields and stream banks. The proportion of fine sediment from bank erosion ranged from none to 100% in the study tributaries, with a median contribution of 53% across the 15 study streams. In one stream with no evidence of bank sediment, anomalously high 137 Cs levels in the samples indicated that the sources were pasture or forest, probably scoured from marshy floodplains upstream of the sampling sites. In the 14 other streams, cultivated lands accounted for an average of 42% of the fine sediment. We discuss sources of eroded bank material and the processes driving stream bank erosion in this glaciated region, and examine the impact of historic mill-dam deposits on bank erosion. 相似文献
14.
钙网蛋白（calreticulin,CRT）是参与多种细胞过程的高度保守的内质网伴侣蛋白。1974年,它首次被鉴定为钙离子结合蛋白,随后CRT与肿瘤之间信号通路相关关系被广泛的研究。另外,在人类多种肿瘤中,细胞表面的CRT被认为是1个"促吞噬"信号,由此CRT与癌细胞的巨噬细胞吞噬免疫系统的相关研究,有望为肿瘤综合治疗提供新的理论依据和策略。也有越来越多的证据表明CRT在不同肿瘤中的异常表达,将为CRT成为一种新的肿瘤标志物提供许多依据。以及CRT对各种肿瘤的发展具有很重要的影响且CRT对肿瘤形成和进展的影响取决于细胞类型和临床阶段。 相似文献
15.
遥感与地理信息系统技术在长江下游江岸稳定性评价中的应用 总被引：14，自引：3，他引：11
应用多时相遥感动态分析方法对长江南京以下河段近四十多年来江岸变迁进行调查,并建成江岸变迁图形数据库。对多期航道水深测量资料进行动态分析,建成航道水深数据库。应用地理信息系统技术,研究河床时空演变规律,结合沿江地质地貌,护岸工程等消息,对长江下游江岸稳定性进行评价。 相似文献
16.
黄河三角洲土壤氯离子空间变异特征及其控制因素 总被引：2，自引：0，他引：2
为了解黄河三角洲地区土壤盐渍化发生与发展的主要控制因素,通过采集土壤样品及潜水样,运用地统计学等方法,分析样品中优势离子Cl-含量的空间分布特征及成因。结果表明:① 土壤Cl-含量与潜水Cl-质量浓度的空间分布表现出高度的相似性和相关性。② 潜水借助包气带自身的水势梯度或植物蒸腾作用向土壤输送水分,进而控制着土壤Cl-的空间分布与变异。③ 地形地貌通过对水、气、热的再分配控制着包气带土层中Cl-的迁移方向和富集区域。水文地质条件是对区域"饱和带-包气带"盐分迁移富集起决定作用的内部因素,而地形地貌条件是起控制作用的外部因素。 相似文献
17.
Coastal salt marsh tidal creeks are thought to show less channel adjustment/movement relative to their terrestrial fluvial counterparts. We propose a mechanism for disturbance-mediated bank failure that may allow/initiate channel migration in these otherwise stable systems. The stability of tidal creeks is promoted by the extensive vegetation root structure along the banks. However, wrack mats (i.e., dead vegetation) deposited on creek banks can cause the death of below-ground vegetation leading to bare, unstable banks that may slump into the channel. We measured the frequency of bank failures associated with wrack-disturbed sites along three creeks on Sapelo Island, Georgia, USA to determine whether these sites were vulnerable to erosion. Approximately 81% of the disturbed sites showed signs of bank failure. Therefore, wrack-induced bank failure may potentially lead to channel migration in creeks previously believed to be static landscape features. 相似文献
18.
中国城市网络化空间联系结构——基于银行网点数据的研究 总被引：4，自引：2，他引：2
基于当前城市网络和金融地理研究,以全国336个地级以上行政单元(城市)为研究对象,以33家国内外银行的88022个网点各城市间的级别和数量分布为基础数据,运用链锁模型、Zipf法则、社会网络分析等研究方法,对中国市间联系和城市节点的结构特征进行分析。研究表明：京津冀、长三角、珠三角、成渝和长江中游等五大城镇密集区之间的联系成为这一网络的主干,东西部网络密度以胡焕庸线为界呈现明显差异;城市联通度的规模分布符合Zipf法则,但呈现明显的双分形特征,各城市的节点度同样以胡焕庸线为界在东西部呈现显著差异;此外,国有银行、股份制银行和外资银行所分别对应的城市整体联通度和相对联通度在空间分布上也存在明显差别;上述结构特征同各城市经济规模和人口规模之间存在较强的相关性。从形成机制上看,朝向集中化和均衡化的一般空间政策和行业空间政策对这一网络格局的形成具有深刻影响。 相似文献
19.
Hydraulic and sedimentary processes causing anastomosing morphology of the upper Columbia River, British Columbia, Canada 总被引：2，自引：0，他引：2
Bart Makaske Derald G. Smith Henk J.A. Berendsen Arjan G. de Boer Marinka F. van Nielen-Kiezebrink Tracey Locking 《Geomorphology》2009,111(3-4):194-205
The upper Columbia River, British Columbia, Canada, shows typical anastomosing morphology — multiple interconnected channels that enclose floodbasins — and lateral channel stability. We analysed field data on hydraulic and sedimentary processes and show that the anastomosing morphology of the upper Columbia River is caused by sediment (bedload) transport inefficiency, in combination with very limited potential for lateral bank erosion because of very low specific stream power (≤ 2.3 W/m2) and cohesive silty banks. In a diagram of channel type in relation to flow energy and median grain size of the bed material, data points for the straight upper Columbia River channels cluster separately from the data points for braided and meandering channels. Measurements and calculations indicate that bedload transport in the anastomosing reach of the upper Columbia River decreases downstream. Because of lateral channel stability no lateral storage capacity for bedload is created. Therefore, the surplus of bedload leads to channel bed aggradation, which outpaces levee accretion and causes avulsions because of loss of channel flow capacity. This avulsion mechanism applies only to the main channel of the system, which transports 87% of the water and > 90% of the sediment in the cross-valley transect studied. Because of very low sediment transport capacity, the morphological evolution of most secondary channels is slow. Measurements and calculations indicate that much more bedload is sequestered in the relatively steep upper anastomosing reach of the upper Columbia River than in the relatively gentle lower anastomosing reach. With anastomosing morphology and related processes (e.g., crevassing) being best developed in the upper reach, this confirms the notion of upstream rather than downstream control of upper Columbia River anastomosis. 相似文献
20.
The soil-freezing characteristic curve (SFCC), which represents the relationship between unfrozen water content and sub-freezing temperature (or suction at ice-water interface) in a freezing soil, can be used for understanding the transportation of heat, water, and solute in frozen soils. In this paper, the soil freezing process and the similarity between the SFCC of saturated frozen soil and soil-water characteristic curve (SWCC) of unfrozen unsaturated soil are reviewed. Based on similar characteristics between SWCC and SFCC, a conceptual SFCC is drawn for illustrating the main features of soil freezing and thawing processes. Various SFCC expressions from the literature are summarized. Four widely used expressions (i.e., power relationship, exponential relationship, van Genuchten 1980 equation and Fredlund and Xing 1994 equation) are evaluated using published experimental data on four different soils (i.e., sandy loam, silt, clay, and saline silt). Results show that the exponential relationship and van Genuchten (1980) equation are more suitable for sandy soils. The simple power relationship can be used to reasonably best-fit the SFCC for soils with different particle sizes; however, it exhibits limitations when fitting the saline silt data. The Fredlund and Xing (1994) equation is suitable for fitting the SFCCs for all soils studied in this paper. 相似文献