走滑断裂活动导致地应力解耦的机理研究——以龙门山断裂带东北段为例

2008年汶川MS8.0地震后,沿龙门山断裂带系列水压致裂地应力测量结果表明,断裂带东北段(茂县-绵竹连线东北侧)北川、平武及广元等地浅表层最大主应力方向与区域应力场相比发生了25°~69°不等的偏转,亦称地应力解耦。初步分析认为,龙门山断裂带东北段的右旋走滑活动直接导致了区域内最大主应力方向的解耦,且最大主应力方位向偏转角度与断裂右旋走滑活动量正相关。为合理解释这一现象,探讨走滑断裂活动导致地应力解耦的机理,本文采用二维有限元数值模拟方法,选取汶川MS8.0地震断裂(龙门山中央断裂)上的同震右旋走滑位移作为边界条件,首先模拟了龙门山断裂带东北段右旋走滑活动产生的扰动应力特征,之后结合断裂带附近典型钻孔地应力测量结果,叠加该扰动应力作用,从力学机理上深入剖析断裂右旋走滑活动产生的扰动应力对区域应力场(或初始应力场)的影响,并对其附近不同构造部位最大主应力方向偏转现象进行定量解释。初步结果表明：1) 走滑断裂活动导致地应力解耦主要是通过断裂滑动产生的扰动应力对区域应力场的附加影响实现的;2) 在固定的断裂活动长度和摩擦强度情况下,走滑断裂活动导致区域最大主应力方向偏转角度基本与活动断裂走滑位移量呈正比;3) 受汶川MS8.0地震影响,龙门山断裂带大致以茂县-绵竹为界,西南侧的宝兴-映秀-汶川一带最大主应力方向偏转角度很小,基本与区域应力场一致,而东北侧的北川-平武-广元一带则发生角度不等的偏转,3个地区最大主应力方向平均偏转角度分别为65°、56°和29°,该角度与龙门山断裂带东北段同震右旋走滑位移量呈正相关。     

Typhoon-dominated influence on wood debris distribution and transportation in a high gradient headwater catchment

Wood debris is an important component of mountain streams. It causes serious damage and renders difficulty of water resource management in Taiwan. In this study, the quantity of wood debris and variation of migratory wood debris during flood events were examined. The downstream of Gaoshan Creek and Qijiawan Creek, located at Central Taiwan, was selected as the study area. The distribution and dynamic of wood debris in a high gradient headwater catchment were quantified using field surveys. A formula of critical depth for wood debris entrainment was used to evaluate the wood debris migration during three flooding events. In the study area, wood abundance and unit volume increased downstream, and wood density decreased downstream within a channel network. The channel morphology, riparian vegetation, and wood debris characteristics were found to influence the wood storage. As a result, the wood debris has an irregular accumulative distribution in the steep stream, and it migrates easily in the stream because of a high flow discharge. Strong relationships between the channel width and wood debris variables are discovered. Moreover, wood debris has a tendency to accumulate at sites with low stream power and wood debris dams, topographical notches, and unique geological structures. Our findings assist in the understanding of the effects of channel characteristics on distributions of wood debris in steep stream systems.     

鲜水河断裂带的重力场变化特征

对鲜水河断裂带区域重力网 10多年的观测资料进行了精细处理 ,在此基础上 ,构制出能展现异常变化特征的重力场空间分布图。分析认为 :鲜水河断裂带和龙门山断裂对网区重力的时间变化有明显的控制作用 ;区域重力变化的空间分布存在较大的差异 :东南段的变化大于西北段 ;尤其是康定一带 ,是现阶段地壳应力容易累积的危险地区。分析还表明 ,在巴塘、小金和丽江等地震前 ,重力场有明显的异常变化     

Coupling mechanism of rural settlements and mountain disasters in the upper reaches of Min River

Human settlements are the place where human beings live,among which the rural settlements can be regarded as a reflection of human-land relationship in mountain areas because their vertical distribution is greatly influenced by the specific geographical environment and ecological conditions of mountains.Based on field investigation,this paper uses physical,geographical,and ecological theories to make a comprehensive study of rural settlements and mountain disasters in the upper Min River,which is an ecologically fragile area with high-frequency disasters（collapse,landslide,debris flow,etc.） and a minority inhabit district.By applying these modern scientific theories,this paper attempts to shed some light on the relationship between rural settlements and mountain disasters.Consequently,an in-depth understanding of this relationship was achieved as follows：（1） Rural settlements and mountain disasters are mainly distributed in the intercepted flows of water and soil; and both quantity and quality of arable lands in mountains are important indicators of these flows.（2） The Small Watershed Management Project is a complex system of rural settlements and mountain disasters that interacts with and constrains the ecological system.By this project,the human survival will be better guaranteed.Being fundamental for the ecological reconstruction,the coupling mechanism of rural settlements and mountain disasters is not only an engine to promote harmonious development between human and nature,but also a bridge to link them.     

Spatial distribution of morphometric parameters of glacial cirques in the Central Pyrenees(Aran and Boí valleys)

Glacial cirques are typical landscape features of mid-latitude mountain environments like the Central Pyrenees. Their morphology as well as their spatial distribution provides insights about past glaciers and climates. In this study, we examine the distribution, morphometrical and topographical characteristics of glacial cirques in two U-shaped glacial valleys located in the Central Pyrenees – the Aran and the Boí valleys. They are located in different aspects of this mountain range(north vs south) under different climatic influences that promoted distinct glaciation patterns during the late Pleistocene. The spatial mapping of these landforms was carried out using high-resolution imagery and field observations. We analysed the data of the morphometrical and topographical variables of the glacial cirques by using different statistical and geospatial methods in order tounveil the factors controlling their formation and development. A total of 186 glacial cirques were mapped in the study area, including 119 in the Aran and 67 in the Boí valleys. The local topography and microclimate conditions lead to substantial differences in both areas in terms of the morphology and dimensions of the cirques. Glacial cirques in Boí are distributed at slightly higher elevations than in Aran and they are also larger, though their dimensions decrease with elevation in both valleys. Aran cirques are mostly oriented NE, while Boí landforms do not show any prevailing aspect. Even though lithology does not control the distribution of the glacial cirques, some specific lithological settings may favour the development of larger cirques. In general, glacial cirques in the Aran and the Boí valleys show morphometrical properties similar to those reported in other mid-latitude mountain ranges.     

灰岩基缓释材料原位注入修复酸性矿山废水模拟研究

我国岩溶区分布面积广,生态环境脆弱。岩溶区大量矿山开采活动产生的酸性矿山废水(AMD)严重威胁着区域生态环境安全。以岩溶区广泛分布的碳酸盐岩和玉米棒(生物质炭)等为原料,通过改性、造粒、覆膜的方式制备了一种可用于原位注入修复的碱基缓释材料(ASRM),并在室内模拟开展了丰水和枯水交替作用下的原位注入修复实验,以验证和查明ASRM原位修复酸性矿井废水中重金属的能力及去除机制。研究结果表明,碱基缓释材料(ASRM)可有效提高水体pH值,酸性矿山废水(AMD)修复后pH值从2.8提高到5~7,并对Fe2+, Mn2+, Zn2+, Cu2+, Cd2+, Pb2+和Cr3+等多种有害重金属有良好去除效果。XRD和SEM分析证明,反应沉淀物主要以FeOOH的形式存在。重金属的去除机制主要包括:①部分金属离子被以反应产生的氢氧化物等沉淀的形式去除;②反应体系产生的大量FeOOH可以吸附去除重金属。本模拟实验研究为利用缓释材料原位高效处理岩溶山区矿山AMD提供了可靠的理论和技术依据。      

Spatial distribution modeling of temperature increase for the uplifted mountain terrains and its characteristics in Southwest China

Local temperature changes in mountain areas are significantly affected by the uplifted mountain terrains. Understanding how temperature increase with mountain terrains is an important component in accurately modeling the spatial distribution of temperature. The study, after minimizing the effect of elevation and latitude, quantitatively simulated the temperature increase in the uplifted mountain terrains, described the characteristics in the spatial distribution of warming areas with different magnitudes, and identified the correlated indices of mountain bodies for warming. Selecting Yunnan Province in southwest China as the study area, we simulated the warming field on a baseline surface at the average elevation of 2000 m and average latitude of 24.96°. The results indicated that the warming magnitudes in different local areas varied with the change in the spatial locations, and the warming process concentrated in the mountainous regions. Throughout the entire study area, the warming field presented a general pattern of three terraces from the regions of high mountains to middle mountains and then low mountains. The areasof high warming magnitude mainly surrounded large mountain bodies and were distributed on the upper part. The areas of low warming magnitude clustered in the valleys and basins of the middle mountain region, mostly on the lower part of the large mountain bodies and its branches. The areas with zero warming magnitude occurred in the low mountains and broad valleys, which were distributed largely on the lower parts of the middle mountains and in most of the valleys. Quantified sampling analysis demonstrated good positive correlation between the warming magnitudes in uplifted mountain terrains and the volume index of the mountain body, as well as elevation difference, with the coefficients corresponding to 0.82 and 0.91, respectively.     

水布垭水库水压应力场、孔压场及形变场分析

本文以Biot的固结理论为基础,利用有限单元法,对水布垭水库未来蓄水后地壳岩石中由于附加水荷载所产生的各种力学效应进行了数值计算。计算中沿清江从招徕河到恩施之间共取剖面48个。认为:(1)水体荷载产生的附加应力场、孔压场和形变场在库岸附近造成压应力差和位移差,特别是分布有附加的张应力,促使库水向外渗透和扩散,导致孔压改变、有效应力降低或增大;(2)水布垭库坝区的张性断裂和喀斯特较发育的地段,由于水体荷载效应和库水的渗透及扩散作用,易沟通地下水的动力联系,使岩体失稳并在浅层易产生倾斜型或倾斜型兼走滑型滑动;(3)孔压和位移一般在库基下几公里深度区域内多形成一个高值孔压和低值位移的变换带,是应力易于集中的场所;(4)水荷载产生的各种附加效应,受蓄水方式和蓄水时间的影响。     

济南南部垃圾填埋场对地下水质量的影响分析

为了了解济南市南部山区垃圾填埋场对地下水的影响,通过分析济南南部山区垃圾填埋场的分布状况、主要污染成分、浓度及其地质环境背景,利用单因子和多因子评价方法,分析研究垃圾填埋场对地下水质量的影响及运移情况,对济南市创建国家卫生城市,保障人民健康,提高市民生活质量具有重要的意义。     

Interaction between anti-shear galleries and surrounding rock in the right-bank slope of Dagangshan hydropower station

The right-bank slope of the Dagangshan hydropower station located in Southwest China is a highly unloaded rock slope. Moreover, large-scale natural faults were detected in the slope body; some excavation-induced unloading fractures were discovered at elevations between 1075m and 1146m. Because of poor tectonic stability, the excavation work was suspended in September 2009, and six largescale anti-shear galleries were employed to replace the weak zone in the slope body to reinforce the rightbank slope. In this study, based on microseismicmonitoring technology and a numerical-simulation method, the stabilities of the slope with and without the reinforcement are analysed. An in-situ microseismic-monitoring system is used to obtain quantitative information about the damage location, extent, energy, and magnitude of the rocks. Thus, any potential sliding block in the right-bank slope can be identified. By incorporating the numerical results along with the microseismic-monitoring data, the stress concentration is found to largely occur around the anti-shear galleries, and the seismic deformation near the anti-shear galleries is apparent, particularly at elevations of 1210, 1180, 1150, and 1120m. To understand the interaction mechanism between the anti-shear gallery and the surrounding rock, a 2D simulation of the potential damage process occurring in an anti-shear gallery is performed. The numerical simulation helps in obtaining additional information about the stress distribution and failure-induced stress re-distribution in the vicinity of the anti-shear galleries that cannot be directly observed in the field. Finally, the potential sliding surface of the right-bank slope is numerically obtained, which generally agrees with the spatial distribution of the in-situ monitored microseismic events. The safety factor of the slope reinforced with the anti-shear gallery increases by approximately 36.2%. Both the numerical results and microseismic data show that the anti-shear galleries have a good reinforcement effect.     

Assessment of secondary mountain hazards along a section of the Dujiangyan-Wenchuan highway

Conducting a hazard assessment for secondary mountain hazards is the technical basis for reconstructing destroyed highways and for disaster prevention.It is necessary to consider the role and influence of structural engineering measures as an important assessment factor.In this study,based on six substantial field investigations conducted between July 2008 and July 2012,a 2 km wide zone along both sides of the Dujiangyan Wenchuan(Du Wen) Highway was selected as the study area.Microgeomorphic units and small watersheds in the study area were extracted with GIS software and used as basic assessment units.Through field investigations,remote sensing surveys and experimental analysis,a structural engineering effectiveness assessment was conducted using the technique of principal component analysis.The results showed the following:1) A total of 491 collapses,12 landslides,32 slope debris flows and 17 gully debris flows were scatted across the study area.The total overall areal density of all mountain hazards was 25.7%.The distribution of secondary hazards was influenced mainly by seismic intensity,active fault zones,lithology,slope and altitude.More than 70% of secondary hazards occurred in zones with a seismic intensity of XI,a distance to the fault zone of between 0 and 25 km,a slope between 25° and 50°,and an altitude of between 1,000 m and 1,800 m.2) Different structural engineering measures play different roles and effects in controlling different types and scales of secondary mountain hazards.3) With a secondary mountain hazard area of 128.1 km2and an areal density of 34.9%,medium,high and very high hazard zones accounted for 74% of the study area and were located on the high,steep slopes along both sides of the highway.The low hazard zone was located mainly in the valley floor,on gentle slope platforms and at locations 1.5 km away from the highway the hazard area was 45 km2and the areal density was 3.3%.4) The methodology for hazard assessment of secondary mountain hazards,which is based on five factors,solves such key technical problems as the selection of assessment units,multi-source data fusion,and the weight calculation for each assessment index.This study provides a new and more effective method for assessing secondary mountain hazards along highways,and the proposed models fit well with validation data and field observations.The findings were applied to reconstruction and disaster mitigation in the case of the Du Wen Highway and proved to be feasible.     

龙门山北段天井山构造特征及成因模拟

根据地震资料、钻井和野外调查等研究,认为天井山构造带广泛发育重力滑动构造、断层转折褶皱、倒转背斜和双重构造等构造样式.天井山构造带变形具有垂向分层特点:上部构造主要为断层转折褶皱,02tjs10测线附近变形强度最大,向两端变形逐步减弱;下部构造为多个逆冲岩片叠置所构成的双重构造.通过构造物理模拟实验,证实天井山构造带在北西—南东向挤压应力作用下变形序列为前展式逆冲叠瓦式构造组合;天井山构造带存在多个滑脱层系,才会形成分层变形、垂向叠置的不协调收缩构造变形.该研究可以为天井山构造带乃至龙门山油气勘探提供指导.     

邯郸地区主要断裂库仑破裂应力模拟与地震危险性分析

首先基于粘弹性有限元模型,结合邯郸地区活动断裂探测、历史强震数据及区内岩石圈介质分布,建立三维粘弹性有限元断层模型;然后代入运动学特征边界条件,模拟目标区活动断裂上发生地震引起的应力应变场变化;最后计算1830年磁县地震引起的周围断裂面和滑动方向上产生的库仑破裂应力变化,分析未来目标区强震危险性。根据实际地质情况和现今运动学条件模拟出的模型结果显示,磁县断裂上1830年磁县地震震中附近库仑应力减小,表明磁县断裂活动减小了1830年磁县地震震中附近的地震危险性;但在磁县断裂中、西段两端与2条北东向断裂（紫山西断裂和太行山山前断裂）交接处附近库仑应力有所加强,未来该地区的地震危险性值得关注。     

重庆市山洪灾害时空格局及影响因素研究

山洪灾害时空分布规律及其影响因素研究,是山洪灾害研究领域中重点关注的问题。本文利用重庆市1950-2015年历史山洪灾害数据,采用平均中心、标准差椭圆、核密度分析和M-K突变检测等方法分析了重庆市历史山洪灾害时空分布规律,并在此基础上分析了山洪与各影响因素的相关性。结果表明：① 1950-2015年重庆市历史山洪灾害发生频次总体呈先稳定后上升的趋势,山洪灾害主要集中在5-9月发生,山洪灾害发生频次按年代际整体上呈指数增长趋势;② 重庆市山洪灾害发生具有明显的集聚性,相邻县域山洪发生频次较为相近,其中九龙坡区、南岸区、北碚区、璧山区山洪灾害密度均超过50次/1000 km ²,属于山洪灾害高发区域;③ 山洪灾害整体呈“西南-东北”分散,“西北-东南”聚集的空间分布格局。2010年前,山洪重心主要集中在涪陵区一带;2010年后山洪灾害分布方向向西北倾斜,重心移至忠县,聚集程度降低,山洪发生随机性变强;④ 2002年是重庆市山洪灾害突变的年份,突变以增多为主,主要集中在铜梁区、璧山区、九龙坡区、巴南区、彭水苗族土家族自治县和开县;⑤ 山洪影响因素探究表明高程和河网密度与山洪灾害密度呈正相关关系,而植被覆盖度与山洪灾害密度呈负相关关系,短历时的强降雨对山洪的发生有激发作用。研究结果对重庆市山洪防灾减灾具有重要意义。     

Modeling visitor use on high elevation mountain trails: An example from Longs Peak in Rocky Mountain National Park,USA

Increasing use on mountain summits has both social and ecological implications. High numbers of visitors climbing mountain summits can be a safety issue, particularly in areas where terrain or elevation leads to queueing that may cause time delays.Estimating visitor use levels at site specific locations en route to summits is needed to understand the potential benefits and impacts of visitor use in these locations. However, it can be difficult to obtain reliable and robust data to estimate use and develop statistical relationships because of the remote and harsh climates on mountain summits, as well as the financial and personnel requirements involved to collect the data in remote locations. In 2015, data were collected on the higher stretches of the Keyhole Route on Longs Peak in Rocky Mountain National Park, USA(RMNP) to better understand use levels near the summit and to explore potential statistical relationships to trailhead use data that are relatively easy to collect. Strong statistical relationships from robust regression analyses were found between trailhead use counts and daily and hourly use totals on the "Homestretch" which is a final section of the Keyhole Route. Additionally, a strong statistical relationship was found between total daily use and maximum hourly use on the Homestretch. The results suggest that trailhead counts are an accurate and reliable means from which to estimate use levels on upper portions of the Keyhole route. Moreover, this research demonstrates the usefulness of an approach using proxy variables to estimate visitor use along remote peaks where data collection can be difficult.These types of data can elucidate various options and decisions for park management teams who are charged with deciding if and how to manage high use areas.     

三峡工程及其邻近地区实测现今构造应力场

不少学者对三峡及其邻近区域的现今构造应力场用不同方法作过研究,但结论不一致。本文根据本区100多个地应力实测资料,分析了该地区的现今构造应力场,特别是最大水平主压应力方向的展布以及随深度的变化,认为本区现今构造应力场的最大主压应力方向为北西方向,应力值的量级属中等。     

断层相互作用的初步讨论

给出了半无限介质中任意倾角的多个已发震矩形断层对邻近任意倾角的潜在活断层共同作用的合应力的解析表达式，从而可以计算震后合应力的调整值，为判断潜在活断层的稳定性提供依据。合应力Ｓｒ中既包括了作用在断层面上的正应力，又包括了断层面上的剪应力，它比单独用一个应力描述应力场更有效。最后，用１９７３年２月６日炉霍地震后的实际震例说明了地震断层错动对周围孕震区的触发作用     

Study on dynamic numerical simulation of mountain system in tibet plateau

Tibet Plateau in mountain system is becoming one of the focuses of global technique research, because its crust is marvelous thick, which is twice of the normal thickness of mountain system in lithosphere, and its rapid raise from the Quaternary.By using a finite element analysis software ABAQUS,the numeric analysis has been carried out and presented in this paper for the lithosphere stress field.It is the first time to use the displacement loading in the simulation of Tibet Plateau. During the analysis,the deformed elements are used to simulate the structure band, and friction mechanism is used to model the fracture band. The boundary conditions are given according to the boundary displacements around the Plateau. The stress and displacement distributions are obtained for the geological evolution of the plateau, which are consistent with P axial orientations of the seismic origin mechanism and the measures principle stress orientations. The analysis is also given for the dynamic lithosphere evolution of the Mountain System in the Tibet Plateau.     

北天山地区近期重力场及地壳密度变化特征研究

利用2014～2019年北天山地区流动重力资料,采用绝对重力控制进行经典平差计算,获取该地区重力场时空演化特征图像,并结合重力段差可视化方法,得到该地区重点构造部位物质迁移规律.采用紧凑反演方法进行北天山中段不同深度地壳密度模拟计算,结果表明,北天山中段地壳物质密度变化最佳深度为30～40 km,是地壳密度变化的正值区...     

基于DEM的一体化山地特征要素提取

山顶点和山脊线等特征地形要素是构成地表地形及其起伏变化的基本框架,对地形在地表的空间分布具有控制作用。基于DEM研究山顶点、山脊线及其空间组合关系,是DEM地表形态特征研究的重要内容,也是衔接从地形特征分析向山峰等地貌学本源语言的途径之一。本文以四川盆地西南缘与青藏高原过渡地带的川西凉山山原为例,基于山峰-山脊线-控制范围一体化构建的算法策略,识别了山峰和山脊线及其等级、主山脊及其范围。结果表明,研究区内有主峰9座,次峰53座,平均高程2540 m;山脊线230条,其中主山脊9条,平均长度60 km;9大山系,近南北走向,平均控制面积1017 km^2。研究用模糊隶属度方法对算法所提取的主峰、主脉进行精度验证,隶属度介于0.98~1.00和0.37~0.57时提取的主峰、主脉基本吻合算法提取的结果。研究采用一体化山地特征要素提取方法,实现了各山地要素间紧密联系、总体结构与区域地貌特征相对吻合的目标;完成了由栅格单元向地理对象的转变;可以应用于协助地貌类型划分,协同区域地理规划等。