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1.
三峡库区坡地地貌过程的速率 总被引：1，自引：0，他引：1
在重庆奉节至湖北巴东一带三峡库区,存在两类坡地,分别是深层风化坡地与崩积—残坡积坡地。这两类坡地上,堆积物的稳定性差,表现为剥蚀、堆积的速率大。堆积物的累积速率可粗略地依据热释光年龄来估计。据此我们推测深层风化坡地的浅层滑坡周期大约是1.5ka,对应的堆积速率大约是33cm/ka。崩积—残坡积坡地上主要的陡崖崩塌发生周期是40ka60ka,坡地中部的累积速率大约是4cm/ka。在崩积—残坡积坡地上常见生长的树木因堆积物蠕滑而变形,树木变形程度反映了蠕滑速率,据此估算的蠕滑速率是非常可观的,这既是坡地中部的剥蚀速率,可能也在一定程度上反映了坡地下部堆积物的物质供应速率。这些认识可能对滑坡与水土流失的治理有参考价值。 相似文献
2.
太行山中段山地坡面发育模式 总被引：3，自引：0，他引：3
受地质构造、地层产状和岩性的共同影响,太行山中段山地地貌演化过程中,坡面发育模式产生了明显的分异:以华北准地台的吕梁期不整合面为界,基底层坡面发育以Davis模式为主,沟谷发育为垂直下切,地貌体垂直尺度小于水平尺度,地貌营力以流水为主,坡面侵蚀占主导地位,地表侵蚀强度低山区大于丘陵区,丘陵区大于台地区;盖层坡面发育以Penck模式为主,沟谷发育方式为横向侧切,地貌体垂直尺度远大于水平尺度,地貌营力重力占主导地位,侵蚀方式以崩塌为主。在晚第三纪以来的地貌演化过程中,陡崖平均后退速率为1.35mm/a。 相似文献
3.
基于GIS的淤泥质潮滩侵蚀堆积空间分析 总被引：13，自引：0，他引：13
通过野外滩地长期水准详测资料，利用地理信息系统的GRID和TIN模块产生潮滩高程、坡度、二维剖面、侵蚀与堆积分布图，并获取测点所在位置的高程、坡度和侵蚀量，对获取的数据及空间分布图进行分析，结果表明：侵蚀主要发生在-7m以上的岸坡和潮滩，堆积主要出现于广阔的深水岸坡和7部分高滩，侵蚀速率以滩前深槽岸坡最快，年侵蚀率达17.9cm/a，并呈加速趋势，海岸线向陆后退速率为31m/a，侵蚀、堆积的闭合深度约为-9.5m，空间分布表现为自北而南的3个明显分带，即潮滩轻微侵蚀区，滩前深槽岸坡强烈侵蚀区和深水岸坡缓积区，东西向比较，东部，中部侵蚀大于西部。 相似文献
4.
山西中条山北麓断裂夏县段新构造运动 总被引：2，自引：0，他引：2
通过分析夏县段中条山北麓山麓剥蚀面上的黄土地层,认为山麓剥蚀面形成于2.4 Ma以前。与邻近盆地内钻孔的研究成果对比,得到中条山北麓断裂第四纪以来的垂直活动幅度约700 m,抬升速率为0.29 mm/a。GPS测量得到断层将末次冰期极盛期形成的冲沟阶地垂直错断7 m,垂直活动速率为0.28~0.5 mm/a。探槽揭示,距今2 万年以来断层有四次活动--距今8000 年之前、距今4100 年前后、距今3100 年和距今720 年以后。断距分别为大于2m、0.6m、1.55 m和0.25 m。断层活动速率为0.22~0.55 m/a。 相似文献
5.
长江三峡库区现代坡地剥蚀速率研究 总被引：5，自引：1，他引：4
三峡库区以山地为主 ,人口密度较大 ,三峡工程引起的移民搬迁以及经济建设的需要 ,造成坡地上人类活动强度越来越大 ,从而造成现代坡地剥蚀作用的加剧。采用简便、实用且操作方便的地貌测量方法 ,对三峡库区草堂河流域三个坡段进行了现代坡地剥蚀速率研究。结果表明 ,<15°的缓坡、15°～ 4 5°的斜坡和 >4 5°的陡坡的现代剥蚀速率分别为 4 .0、4 .9和 7.1mm/a。当地平均现代坡地剥蚀速率已达 4 .9mm/a (790 2t/km2 ·a) ,即达到强度剥蚀标准 ,未来三峡库区坡地退耕还林 (草 )以及水土保持等生态建设任务十分艰巨。 相似文献
6.
福建武夷山风景名胜区及其附近地区的地貌研究 总被引：2，自引：0，他引：2
武夷山风景名胜区及其附近地区由花岗岩、火山熔岩、变质岩和砂页岩等构成的中山、低山占最大面积.最高海拔约1800m,在海拔350～1200m,有7级剥蚀夷平面,形态有山顶缓坡型、山坡肩膀型、谷底裂点型(占绝大多数).丹霞地貌的顶面坡以圆弧形为主,陡崖坡有罕见的切层洞穴群和最大的晒布岩,崖麓缓坡多由红层组成.河流纵谷常沿着NNE走向较软的中生界砂页岩发育,断层谷断续长数十公里;横谷常沿着NWW的走向节理发育.据6个TL年龄认定河流阶地的沉积年代:第一级阶地Q3 ,第二级阶地Q2或Q2为主,第三级阶地Q2. 相似文献
7.
引言地貌学家用了20多年的时间先后建立了一些相当复杂的坡面侵蚀模型。例如,杨(Young.1972)总结了四类坡面演化模型:(1)根据直线后退建立的模型;(2)根据蠕动和流动机制建立的模型;(3)涉及形态相互作用的模型;(4)根据过程量测建立的模型。在前两个模型中,明显存在一种可以得出两个基本方程的逼近收敛性:(?)y/(?)t=-b((?)y/(?)x)。(1)式中 y 为高度;t 为时间:x 为位置,以距分水岭的长度来表示;b 为正常数。这个方程显然是描述坡面随时间变化而平行后退的现象,故 b 被称为“后退系数”。 相似文献
8.
一、巧用示坡线表示等高线中的特殊地形 示坡线是用来表示等高线图中坡面下降方向的短线。这些短线看着不起眼,往往被很多教师忽略,其实它的作用不可小觑。如图l所示,在等高线重合处,常常有一组像“梳子”一样的短线,这就是示坡线,用来表示陡崖面的方向。如果陡崖以上有河流发育,这组示坡线还可形象地看做是瀑布景观。示坡线既表示了地形,又展示了景观,可谓一举两得。 相似文献
9.
丹霞地貌发育几个重要问题的定量测算 总被引：9，自引：1，他引：8
论述了用河流阶地冲积层相当于古河流平水期水面的样品年龄及该采样点至今日河流平水期水面的相对高度求得地壳上升速度,再由地壳上升速度及丹霞地貌的相对高度求得地貌年龄,由地貌年龄及陡崖谷地上缘的宽度求得岩壁后退速度,由地貌年龄及被蚀去的地貌体积求得侵蚀速度,这是地貌学由定性描述向定量研究的一次尝试. 相似文献
10.
对陇西盆地六盘山西侧山麓剥蚀面上断岘剖面的古地磁、磁化率和粒度分析表明,该剖面具有1.8 M a B.P.以来完整的黄土-古土壤沉积序列。断岘剖面以下7级黄河阶地的发育形成以及在1.1和0.8 M a B.P.前后所指示的腾格里沙漠扩张变化,反映了第四纪早更新世以来青藏高原阶段性隆升对黄土高原西部环境变化影响,以及在青藏高原隆升过程中构造与气候的变化与耦合响应。 相似文献
11.
Lateglacial and Holocene talus slope development and rockwall retreat on Mynydd Du, UK 总被引：1，自引：0，他引：1
Modification of Lateglacial and Holocene talus sheets by debris flows and gully incision on Mynydd Du, Wales, has resulted in a convergence of upper slope form characterised by an upper rectilinear slope gradient of 36°±3° and a range of concavities of c. 0.1–0.2. In most cases, gully incision and accumulation of debris cones have led to an increase in slope concavity. Evidence for talus erosion, reworking and redeposition on the upper slope emphasises secondary reworking processes, as well as primary talus accumulation on the upper slope, and permits construction of a model of talus development at Mynydd Du. On the basis of talus volume, calculation of the first rockwall retreat data set for southern Britain suggests that c. 7.1 m (84%) of overall rockwall retreat (8.5 m) took place during the Lateglacial, and only c. 1.4 m (16%) occurred during the Holocene. These figures imply that Lateglacial retreat rates ranged from 1.01 to 2.44 m ka−1, with an overall mean rate of 1.23 m ka−1. In contrast, Holocene rockwall retreat rates range from 0.10 to 0.17 m ka−1, with a mean rate of 0.12 m ka−1. Approximately 27% of cliff retreat is attributed to microgelivation. While similar to Holocene and present-day alpine environments, these Lateglacial retreat rates are one order of magnitude higher than most equivalent values for arctic sites. This reflects both ‘alpine-style’ diurnal freeze–thaw activity on Mynydd Du during the Younger Dryas and paraglacial rock-mass instability following deglaciation. Assuming an exponential decline in rockwall sediment release, it is estimated that approximately half the talus had accumulated within c. 1 ka of deglaciation. At one site, paraglacial talus accumulation appears to have contributed significantly to the glacial sediment transport system of a subsequent ice advance. Present-day rates of rockwall retreat and talus accumulation by rockfall are estimated to be 0.014 and 0.022 mm yr−1 (m ka−1), respectively, similar to values for other British sites and markedly lower than Holocene rates of cliff recession due to microgelivation. By implication, the geomorphic significance of microgelivation may have been greatly underestimated in studies of inland rock-slope evolution in temperate, mid-latitude environments. 相似文献
12.
IVAR BERTHLING BERND ETZELMÜLLER 《Geografiska Annaler: Series A, Physical Geography》2007,89(1):83-93
This paper presents a simple analytical model for estimating rock glacier age by coupling the ratio of frontal advance to total rock glacier length and the ratio of debris volume in the rock glacier to present debris flux in the talus cone–rock glacier transition zone. The model was applied to two rock glaciers at Prins Karls Forland, Svalbard. By assuming volumetric debris contents in the deforming layer of the rock glacier of between 0.3 and 0.4, we obtained age estimates for the rock glaciers of between 12 ka and 24 ka. The corresponding average rockwall retreat rates are between 0.30 and 0.62 mm a‐1. Considering the limitations of the model, we suggest a minimum age of 13 ka for the initiation of rock glacier development. Using this age, rockwall retreat rates for the seven rock glaciers investigated at Prins Karls Forland are between 0.13 and 0.64 m ka‐1 (assuming the volumetric debris content for the whole rock glacier/talus cone is 0.35). The model requires further testing on other datasets, better field estimates of the debris content and depth of the deforming layer, and could also benefit from the inclusion of an unsteady debris supply function in order to refine age estimates. 相似文献
13.
The well preserved and undissected Columbia Mountain landslide, which is undergoing suburban development, was studied to estimate the timing and processes of emplacement. The landslide moved westward from a bedrock interfluve of the northern Swan Range in Montana, USA onto the deglaciated floor of the Flathead Valley. The landslide covers an area of about 2 km2, has a toe-to-crown height of 1100 m, a total length of 3430 m, a thickness of between 3 and 75 m, and an approximate volume of 40 million m3. Deposits and landforms define three portions of the landslide; from the toe to the head they are: (i) clast-rich diamictons made up of gravel-sized angular rock fragments with arcuate transverse ridges at the surface; (ii) silty and sandy deposits resting on diamictons in an internally drained depression behind the ridges; and (iii) diamictons containing angular and subangular pebble-to block-sized clasts (some of which are glacially striated) in an area of lumpy topography between the depression and the head of the landslide. Drilling data suggest the diamictons cover block-to-slab-sized bedrock clasts that resulted from an initial stage of the failure.The landslide moved along a surface that developed at a high angle to the NE-dipping, thinly bedded metasediments of the Proterozoic Belt Supergroup. The exposed slope of the main scarp dips 30–37°W. A hypothetical initial rotational failure of the lower part of a bedrock interfluve may have transported bedrock clasts into the valley. The morphology and deposits at the surface of the landslide indicate deposition by a rock avalanche (sturzstrom) derived from a second stage of failure along the upper part of the scarp.The toe of the Columbia Mountain landslide is convex-west in planview, except where it was deflected around areas now occupied by glacial kettles on the north and south margins. Landsliding, therefore, occurred during deglaciation of the valley while ice still filled the present-day kettles. Available chronostratigraphy suggests that the ˜1-km thick glacier in the region melted before 12,000 14C years BP—within 3000 years of the last glacial maximum. Deglaciation and hillslope failure are likely causally linked. Failure of the faceted interfluve was likely due tensile fracturing of bedrock along a bedding-normal joint set shortly after glacial retreat from the hillslope.Open surficial tension fractures and grabens in the Swan Range are limited to an area above the crown of the landslide. Movement across these features suggests that extensional flow of bedrock (sackung) is occurring in what remains of the ridge that failed in the Columbia Mountain landslide. The fractures and grabens likely were initiated during failure, but their morphologies suggest active extension across some grabens. Continued movement of bedrock above the crown may result in future mass movements from above the previous landslide scarp. Landslides sourced from bedrock above the scarp of the late-glacial Columbia Mountain landslide, which could potentially be triggered by earthquakes, are geologic hazards in the region. 相似文献
14.
《自然地理学》2013,34(3):285-302
Uluru is an inselberg shaped in arkosic sandstone located in the arid plains of central Australia. The indigenous people believed it rose out of a sand hill and has since remained unchanged. The various minor landforms represented mythological animals, people, and events of the Dreamtime. Later investigators interpreted the residual as remaining after long-distance scarp retreat, or as due to scouring by the wind or by the waters of a huge lake. The inselberg and its decorations have been construed in terms of climatic variations. Uluru also has been interpreted as a compressed and resistant compartment that was exposed as a low rise in the latest Mesozoic. The initial rise shed runoff. The steep flanks were shaped in the Eocene by deep subsurface weathering followed by stripping of the regolith and exposure of bedrock forms. Large tafoni and breaks of slope were formed on the southern side where permeable sediments abutted the residual. Following their exposure, basal flares and footcaves were shaped during a later period of subsurface weathering. The inselberg has grown as a relief feature not by uplift, but by the lowering of the surrounding plains. The morphology of Uluru is an expression of episodic exposure. 相似文献
15.
长江三峡大宁河流域3000年来的环境演变与人类活动 总被引：7，自引：6，他引：7
长江三峡大宁河流域张家湾东周-汉代古遗址的孢粉学和沉积学等分析结果表明3000年来该区环境演变与人类活动的互动影响，连续的孢粉和粒度记录证实，该区古人类活动初期处于暖湿的气候，东周-汉代时期转变为温凉略干的温带气候，东周-汉代后，该区经历了一次规模较大的大宁河洪水泛滥期，导致汉代文化层中断。此后不久，由于人类活动剧烈，自然植被严重破坏，水土流失比较严重，山洪灾害频繁，导致汉代之后该区没有连续的文化层堆积，而由于人类活动剧烈，自然植被严重破坏，水土流失比较严重，山洪灾害频繁，导致汉代之后该区没有连续的文化层堆积，而由于短暂洪水暴发引起大面积坡面片流，导致坡积物的大量堆积，汉代之后该区频繁的兴涝灾害和山洪灾害体现了人地关系的复杂性。 相似文献
16.
The Spiti River that drains through the arid Trans-Himalayan region is studied here. The relict deposits exposed along the river provide an opportunity to understand the interaction between the phases of intense monsoon and surface processes occurring in the cold and semi arid to-arid Trans-Himalayan region. Based on geomorphological observation the valley is broadly divided into the upper and lower Spiti Valley. The braided channel and the relict fluvio-lacustrine deposits rising from the present riverbed characterize the upper valley. The deposits in the lower valley occur on the uplifted bedrock strath and where the channel characteristics are mainly of meandering nature. Conspicuous is the occurrence of significantly thick lacustrine units within the relict sedimentary sequences of Spiti throughout the valley. The broad sedimentary architecture suggests the formation of these palaeolakes due landslide-driven river damming. The Optically Stimulated Luminescence (OSL) dating of quartz derived from the bounding units of the lacustrine deposits suggests that the upper valley preserves the phase of deposition around 14–6 ka and in the lower valley around 50–30 ka. The review of published palaeoclimatic palaeolake chronology of Spiti Valley indicates that the lakes were probably formed during the wetter conditions related to Marine Isotope Stage III and II. The increased precipitation during these phases induced excessive landsliding and formation of dammed lakes along the Spiti River. The older lacustrine phase being preserved on the uplifted bedrock strath in the lower valley indicates late Pleistocene tectonic activity along the Kaurick Chango normal fault. 相似文献
17.
HIROYUKI OBANAWA YUICHI S. HAYAKAWA YUKINORI MATSUKURA 《Geografiska Annaler: Series A, Physical Geography》2009,91(4):269-278
On the basis of a space–time substitution, rates of cliff retreat and talus development overthe pasttens ofthousands of years were quantified for valley‐side slopes along the Shomyo River with a known rate of waterfall recession. Detailed profiles of the valley‐side slopes were obtained at 19 sites along the river by map reading and field survey, and the morphologic characteristics of the slopes were then measured. By combining the locations of the slopes with the recession rate of Shomyo Falls, it is estimated that the growth rate of the talus slope is 3.9–7.2 mm/yr, the rate of decline of the cliff is 2.0–4.0 × 10?4 deg/yr, and the retreat rate of the cliff top is 6.2–11.6 mm/yr. 相似文献
18.
Characterization of active fault scarps from LiDAR data: a case study from Central Apennines (Italy)
Carlo Alberto Brunori Riccardo Civico Francesca Romana Cinti 《International journal of geographical information science》2013,27(7):1405-1416
A high-resolution digital elevation model (DEM, 1 ms spacing) derived from an airborne light detection and ranging (LiDAR) campaign was used in an attempt to characterize the structural and erosive elements of the geometry of the Pettino fault, a seismogenic normal fault in Central Apennines (Italy). Four 90- to 280 m-long fault scarp segments were selected and the surface between the base and the top of the scarps was analyzed through the statistical analysis of the following DEM-derived parameters: altitude, height of the fault scarp, and distance along strike, slope, and aspect. The results identify slopes of up to 40° in faults lower reaches interpreted as fresh faces, 34° up the faces. The Pettino fault maximum long-term slip rate (0.6–1.1 mm/yr) was estimated from the scarp heights, which are up to 12–19 m in the selected four segments, and the age (ca. 18 ka) of the last glacial erosional phase in the area. The combined analysis of the DEM-derived parameters allows us to (a) define aspects of three-dimensional scarp geometry, (b) decipher its geomorphological significance, and (c) estimate the long-term slip rate. 相似文献
19.
A granitic rock avalanche, one of the largest Quaternary landslides in Arizona outside the Grand Canyon with a volume of approximately 5.25 M m3 and a width a little under 0.5 km, ran 1 km from the eastern McDowell Mountains. With lateral levees and pressure ridges, the rock avalanche deposit displays many features found on classic sturzstroms. Failure occurred along a major joint plane paralleling the slope with a dip of 44°, when a major base level lowering event in the Salt River system would have undermined the base of the failed slope, and probably during a period of more moisture than normally available in the present-day arid climate. Failure at the subsurface weathering front highlights the importance of the dramatic permeability change between grussified regolith and relatively fresh bedrock. Rock varnish microlaminations (VMLs) dating, in concert with other geomorphic evidence, suggests that the rock avalanche deposit is slightly older than 500 ka. The rock vanish results also have important implications for sampling strategies designed to use cosmogenic nuclide to date Quaternary landslide deposits. Discovery of a large landslide in close proximity to the extending urban fringe of metropolitan Phoenix argues for a more careful analysis of landslide hazards in the region, especially where rapid development excavates bedrock at the base of steep mountain slopes and where the subsurface weathering front is near the surface. 相似文献
20.
To simulate the landform evolution at the caldera wall of Mount St. Helens, USA, a mathematical model for talus development was applied to model the topographic change during the 11years from the volcanic eruption, i.e., from formation of the cliff. Simulated results show that the topographic change is predicted to be large for about 10years after the eruption and to decline thereafter. If snow accumulation in the talus slope deposits is negligible, the talus top will not reach the cliff top within 300years after the eruption. Talus growth in Mount St. Helens was much faster than that in the Chichibu Basin, Japan. This may indicate the low strength and/or high weathering rate of the rockwall of Mount St. Helens, resulting in rapid production of debris and rapid retreat of the cliff. 相似文献