排序方式： 共有55条查询结果，搜索用时 15 毫秒
51.
降雨诱发滑坡阶跃型变形的预测分析及应用 总被引：1，自引：0，他引：1
滑坡进入蠕动变形阶段之后,往往难以及时开展勘察治理工作,合理的临灾预警是有效减少滑坡灾害损失的重要手段。首先确定降雨诱发“阶跃型”滑坡的预警关键判据为前期降雨、当次降雨、位移速率,并引入“一个降雨过程”定义滑坡监测的降雨区间,将预警过程分为当次降雨和前期降雨+当次降雨两种模式。然后运用最小二乘法确定滑坡“阶跃”变形曲线上的“破坏拐点”和“稳定拐点”用以确定变形加速区间,以此求解前期降雨、当次降雨以及移速率阈值。最后以王家坡滑坡为例,设计了两种模式下的5级递进式分级预警模型。研究表明：（1）前期降雨与当次降雨组成“一个降雨过程”的时间间隔为7 d;（2）王家坡滑坡的位移速率阈值为20 mm/d;（3）前期降雨+当次降雨模式下王家坡滑坡的前期降雨、当次降雨阈值分别为10、15 mm,当次降雨模式下王家坡滑坡的降雨阈值为25 mm。 相似文献
52.
Déborah Idier Rodrigo Pedreros Carlos Oliveros Aldo Sottolichio Lorraine Choppin Xavier Bertin 《Comptes Rendus Geoscience》2006,338(10):718-726
This paper investigates the relative influence of waves, wind-induced current and tidal current on the sediment mobility of a macro-tidal environment belonging to the inner shelf seaward of the ‘pertuis Charentais’ (France). This study, mainly based on three-week hydrodynamic in-situ measurements, shows that, for a water depth of 23 m, the swell (rather than wind waves) orbital velocity is large enough to initiate the motion of medium sands that are then transported by currents. Estimations show that medium sand of 0.2 mm is transported during 92% of the measurements, whereas coarse sand and gravel move sporadically, during storm, synchronously with spring tides. Further more, bedload fluxes appear strongly larger when waves are taken into account (370 times larger for 0.2-mm sands). To cite this article: D. Idier et al., C. R. Geoscience 338 (2006). 相似文献
53.
“一带一路”沿线重点省份旅游经济高质量发展研究 总被引：1，自引：1，他引：0
从旅游资源转换效率的视角,以“一带一路”沿线18个重点省份为研究靶区,运用修正的DEA模型等方法探究2008—2017年的旅游经济增长质量的时空演变及发展趋势。研究结论有：① 10 a间,18个重点省份旅游资源转换效率均值仅为0.312,远未达到生产前沿面。② 经过邹检验（Chow test）,2014年为“一带一路”沿线18个重点省份旅游资源转换效率时间序列的突变点。③ 18个重点省份的旅游资源转换效率均存在σ收敛、绝对β收敛和条件β收敛;开放先行区、战略支点区未通过σ收敛检验、战略支点区未通过绝对β收敛。 相似文献
54.
Architectural element analysis and detailed mapping of a 300 m along-strike exposure of the middle member Wood Canyon Formation, southern Marble Mountains, California, USA, provides new evidence for extensive braided–fluvial channel-belt deposits with adjacent overbank environments. Three-dimensional models constructed using ‘Structure from Motion’ techniques, combined with field-based observations, allowed interpretation of outcrop-scale trends, barforms, channel fills and fine-scale features. The ca 80 m thick member is divisible into five distinct units, including units M1 to M3 that form the bulk of the stratigraphy. Units are defined by stacking patterns of three facies associations (Facies Association 1 to Facies Association 3), each representing the product of a subenvironment within the fluvial system. In Facies Association 1, stacked cosets, interpreted as low-relief fluvial bars and channel fills, preserve vertical-accretion and downstream-accretion elements under unimodal north-north-west palaeoflow, with minor lateral accretion near bar edges. Deposits of Facies Association 2 to Facies Association 3, linked to overbank environments, are found only in unit M2, in the middle 27 m of the middle member. Floodplains, represented by Facies Association 2, include crumbly red-orange intervals of fine to medium-grained sandstone and thinner sets of cross-bedding than Facies Association 1, interbedded with thicker cross-stratification indicative of overbank splay or overland flow aggradation from adjacent channel belts during flood stage. Possible aeolian beds of Facies Association 3 preserve broad festooned trough cross-strata that average 23 cm in thickness; their small size, medium-grained sandstone and iron oxide cement suggest a high water table. The diverse assemblage of interpreted subenvironments, paired with bedform and facies patterns, implies a perennial fluvial system that gradually built large sand bars as the channel belt migrated and avulsed across an unconfined braided–fluvial reach, leaving the overbank area on its flanks subject to weathering and aeolian transport. Despite the occurrence of strata deposited in low-energy and ponded settings, and a marine influence proposed for nearby sections of middle member, no ichnofossils were encountered. 相似文献
55.
Tovi Fenster 《Urban geography》2019,40(1):37-57
This paper examines the language and phraseology of ‘creative destruction‘ (‘renewal‘ and ‘exploitation’) expressed in urban planning procedures concerning one particular house in West Jerusalem: 28 Radak Street. Through a forensic examination of the planning-related communications about this address, the work analyzes the various stages of the ’destruction’ and ’renewal’ of the property. It demonstrates how each of the various actors involved (Municipality, planning committees, legal courts, private entrepreneur and local residents) uses different language and phraseology to present their argument, while the voice of the original Palestinian owners of the house is entirely absent from the planning battle. 相似文献