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排序方式: 共有5342条查询结果,搜索用时 312 毫秒
241.
R. J. Neller 《地球表面变化过程与地形》1988,13(1):1-7
Five years after the cessation of housing construction in a small urban catchment in Armidale, New South Wales, the stability of the channel bed and banks was investigated with the use of erosion pins. After eighteen months of monitoring, the rate of channel bank erosion was found to be 3.6 times greater than that of a nearby rural channel and the rate of knickpoint retreat was 2.4 times greater. There was, however, no evidence to suggest that the urban channel was inherently unstable, but that the increased rate of erosion was the product of changed runoff conditions associated with urban development. Both channels are considered to be in a state of equilibrium. 相似文献
242.
北京北山泥石流的分布受构造控制,呈北东方向展布。其分布在时间上和空间上均有一定的规律可寻。一条泥石流沟谷的形成从开始到结束,概括分为形成、位移和堆积。区内泥石流的形成主要有三种形式:以水力侵蚀为主,以坡面侵蚀为主和以沟源崩、滑塌形式触发沟床物质活动而形成的泥石流。 相似文献
243.
Riverbank erosion, associated sedimentation and land loss hazards are a land management problem of global significance and many attempts to predict the onset of riverbank instability have been made. Recently, Osman and Thorne (1988) have presented a Culmann-type analysis of the stability of steep, cohesive riverbanks; this has the potential to be a considerable improvement over previous bank stability theories, which do not account for bank geometry changes due to toe scour and lateral erosion. However, in this paper it is shown that the existing Osman-Thorne model does not properly incorporate the influence of tension cracking on bank stability since the location of the tension crack on the floodplain is indirectly determined via calculation or arbitrary specification of the tension crack depth. Furthermore, accurate determination of tension crack location is essential to the calculation of the geometry of riverbank failure blocks and hence prediction of land loss and bank sediment yield associated with riverbank instability and channel widening. In this paper, a rational, physically based method to predict the location of tension cracks on the floodplain behind the eroding bank face is presented and tested. A case study is used to illustrate the computational procedure required to apply the model. Improved estimates of failure block geometry using the new method may potentially be applied to improve predictions of bank retreat and floodplain land loss along river channels destabilized as a result of environmental change. 相似文献
244.
Measurements of rainfall, runoff and sediment export from a barren deposit of coal mine refuse in south-western Indiana were collected during three storms in the summer and autumn of 1990. Interfluve sheetwash, sediment mass flux, sediment concentration and, to a lesser extent, trunk gully discharge all responded quickly to changes in rainfall intensity. Grain-size distributions varied considerably during storms, containing exclusively fine-grained sediment at low sediment discharges but very large quantities of coarse (> 2mm) sediment at peak sediment discharges. Although data from a fairly long, multipulsed storm indicate that sediment production is limited by supply, the imbricated layer of flat chips that exists at the surface of the deposit is apparently mobilized during most high-intensity pulses of rainfall, thereby producing large volumes of coarse sediment during summer thunderstorms. 相似文献
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247.
若干特殊地表风蚀的风洞实验研究 总被引:10,自引:1,他引:10
经风洞模拟实验,本文对四种特殊地表在净风和挟沙风情况下的风蚀特性,进行了定量的研究。揭示了原始地表结构受人为破坏后,其抗风蚀能力急剧降低的特点。探讨了风成沙粒配、戈壁风蚀平衡与风蚀有关的几个问题。 相似文献
248.
江苏北部开敞淤泥质海岸的侵蚀过程及防护 总被引:9,自引:0,他引:9
开敞淤泥质海岸是淤泥质海岸的主要类型,其自然演变过程,主要受沿海河流泥沙供应条件的制约,一旦泥沙供应消失,海岸往往进入不可逆转的侵蚀过程。江苏北部淤泥质海岸的侵蚀过程,起自1855年黄河入海口北归利津入海以后,主要是在近岸破波对岸滩物质的冲刷和潮流的输移扩散作用下进行的。通过对淤泥质海岸动力和沉积物性质的认识和概化,对海岸侵蚀过程作出定量模拟,并对该地区海岸防护工程作出评价和讨论。 相似文献
249.
南京梁代石刻微侵蚀的研究 总被引:5,自引:0,他引:5
从地貌学角度较系统地分析了梁代石灰岩石刻表面自然毁损的微侵蚀机制,本文指出,雨水沿缝合线渗流,经多种地衣及兰藻、绿藻等生物作用而大大加强了溶蚀作用,导致石刻的崩解,并讨论此种特殊微侵蚀形态的形成机制在地貌学理论研究中的意义。 相似文献
250.