断裂带首波研究进展          下载免费PDF全文

杨微 《地震工程学报》2019,41(6):1407-1418

断裂带首波是沿着存在物性差异界面传播的一种地震折射波,在传播过程中携带了断裂带的重要信息,对分析和研究断裂带以及附近区域的精细结构提供了一种新的分析方法。本文主要阐述断裂带首波的产生原理、波形特征、识别及分析方法等,介绍目前国际上识别及利用断裂带首波开展断裂带特征方面的研究现状,并针对地震危险区域存在物性差异的断裂带,提出可结合密集台阵观测技术,利用断裂带首波进行断裂带精细结构探测及其变化监测研究,提高潜在孕震环境及发生机理的认识水平。  相似文献   

Dynamic,discontinuous stream networks: hydrologically driven variations in active drainage density,flowing channels and stream order          下载免费PDF全文

S. E. Godsey  J. W. Kirchner 《水文研究》2014,28(23):5791-5803

Despite decades of research on the ecological consequences of stream network expansion, contraction and fragmentation, surprisingly little is known about the hydrological mechanisms that shape these processes. Here, we present field surveys of the active drainage networks of four California headwater streams (4–27 km²) spanning diverse topographic, geologic and climatic settings. We show that these stream networks dynamically expand, contract, disconnect and reconnect across all the sites we studied. Stream networks at all four sites contract and disconnect during seasonal flow recessions, with their total active network length, and thus their active drainage densities, decreasing by factors of two to three across the range of flows captured in our field surveys. The total flowing lengths of the active stream networks are approximate power‐law functions of unit discharge, with scaling exponents averaging 0.27 ± 0.04 (range: 0.18–0.40). The number of points where surface flow originates obey similar power‐law relationships, as do the lengths and origination points of flowing networks that are continuously connected to the outlet, with scaling exponents averaging 0.36–0.48. Even stream order shifts seasonally by up to two Strahler orders in our study catchments. Broadly, similar stream length scaling has been observed in catchments spanning widely varying geologic, topographic and climatic settings and spanning more than two orders of magnitude in size, suggesting that network extension/contraction is a general phenomenon that may have a general explanation. Points of emergence or disappearance of surface flow represent the balance between subsurface transmissivity in the hyporheic zone and the delivery of water from upstream. Thus the dynamics of stream network expansion and contraction, and connection and disconnection, may offer important clues to the spatial structure of the hyporheic zone, and to patterns and processes of runoff generation. Copyright © 2014 John Wiley & Sons, Ltd.  相似文献   

防风化喷涂技术在鲁村煤矿回风暗斜井的应用     

文增生  史春芝  单吉成 《山东地质》2011,(9):45-47

基于煤巷锚网支护巷道受矿井潮湿环境影响出现的金属网锈蚀断裂、煤壁片帮、巷道失修等实际情况,使用方案比较的方法,分析了喷射混凝土封闭工艺和灰浆喷涂工艺优缺点,进而确定采用防风化喷涂技术进行施工。经实际应用,防风化喷涂技术对鲁村煤矿回风暗斜井的煤壁等四周围岩和锚杆、金属网起到了良好的封闭和防风化效果。保证了巷道正常的回风、行人需要,延长了巷道的服务期限。  相似文献   

基于OLHS随机模拟的地下水源地保护区划分     

徐海珍  李国敏  张寿全  董艳辉  贺国平 《吉林大学学报(地球科学版)》2011,(Z1):259-264,302

为解决确定性模型可能为地下水源地划分带来的保护不足或过保护问题,探索采用基于正交拉丁超立方抽样法的地下水模型研究,并结合粒子反向追踪技术,进行地下水流随机模拟和对应保护区的概率统计分析,最终得到具有分布概率的保护区范围。为验证该方法的实用性与可靠性,选取北京市平谷区王都庄应急水源地进行实例应用研究。在考虑渗透系数和降雨补给量随机抽样组合基础上进行地下水流动随机模拟,并完成对应保护区划分和加权统计。与确定性模拟划分结果相对比:一级保护区中,确定性模拟划分结果仅相当于随机模拟结果中统计概率70%以上的范围;对于二级保护区,确定法对应保护面积相当于随机模拟结果中50%概率以上的范围。实例研究表明,基于正交拉丁超立方抽样的随机模拟法可完成多个不确定性输入变量条件下的随机模拟,且在小样本数的基础上获得理想结果,适用于复杂水文地质条件下的地下水源地保护区划分研究。  相似文献   

防风化喷涂技术在鲁村煤矿回风暗斜井的应用          下载免费PDF全文

文增生  史春芝  单吉成 《山东国土资源》2011,27(9):45-47

基于煤巷锚网支护巷道受矿井潮湿环境影响出现的金属网锈蚀断裂、煤壁片帮、巷道失修等实际情况,使用方案比较的方法,分析了喷射混凝土封闭工艺和灰浆喷涂工艺优缺点,进而确定采用防风化喷涂技术进行施工。经实际应用,防风化喷涂技术对鲁村煤矿回风暗斜井的煤壁等四周围岩和锚杆、金属网起到了良好的封闭和防风化效果。保证了巷道正常的回风、行人需要,延长了巷道的服务期限。  相似文献   

顶空进样-固相微萃取测定饮用水源水中吡啶   总被引：2，自引：1，他引：1  

赖永忠 《岩矿测试》2011,30(5):596-600

用75μm CarboxenTM-Polydimethylsiloxane(CAR-PDMS)固相微萃取头顶空萃取15 mL水样中的吡啶,萃取物用气相色谱-质谱法进行分离和检测,采用内标法和质谱的选择离子监测模式进行定量分析。优化了顶空进样-固相微萃取条件,获得较佳的萃取温度(58.0℃)和萃取时间(40 min)。在优化的条件下,方法检出限为1.5μg/L,标准曲线的线性相关系数为0.9994,线性范围为2.5～50.0μg/L;饮用水源水和纯水加标平均回收率为75.6%～81.3%,相对标准偏差(RSD,n=6)为9.60%～12.21%。使用顶空萃取方式可避免样品基体的复杂性,有利于保护萃取头涂层,同时无需使用有机萃取溶剂;使用质谱检测器可减小假阳性带来的影响。顶空进样-固相微萃取操作简单、环保、灵敏度高,适合用于饮用水源水中吡啶的监测分析。  相似文献   

A channel head stability criterion for first‐order catchments     

Péter B. Sólyom 《地球表面变化过程与地形》2011,36(4):533-546

The present analysis derives a stability criterion for long‐term equilibrium channel heads. The concept of finite perturbation analysis is presented, during which the surface is subjected to perturbations of a finite amplitude and resulting changes in flow path structure and slope are computed. Based on these quantities the analysis predicts whether the perturbed location is going to erode, be filled in or remain steady. The channel head is defined geometrically as the focus point of converging flow lines at the bottom of hollows. It is demonstrated that stability at the channel head grows out of the competition between the rate of flow path convergence and the degree of profile concavity. Analytical functions are derived to compute channel head‐contributing area and ‐slope, flow path convergence and profile concavity as a function of perturbation depth, distance from the crest and the initial slope. In a numerical model these quantities point to the long‐term equilibrium channel head position, which is shown to depend also on the width to length ratio of hollows. It is also demonstrated that the equilibrium channel head position is sensitive to the base‐level lowering/non‐dimensional slope length ratio and to the slope of the initial topography. Morphometrical measurements both in the field and on simulated topographies were used to test the theoretical predictions.  相似文献   

XDQ-120型钻机动力头的优化设计          下载免费PDF全文

白祖卫  王顺平  黄军航 《探矿工程》2015,42(7):42-44

XDQ-1200型钻机是专门针对山区丘陵地带设计的钻机,对其质量的大小提出了很严格的要求。为此对动力头的结构件进行了有限元静力学分析,对其箱体的强度和刚度进行分析、优化,在满足受力的情况下,尽量减轻箱体质量,以达减重目标。介绍了XDQ-1200型钻机动力头的设计背景、理念以及设计优化过程。  相似文献   

CSD1800A型钻机在青藏高原应用效果及对比分析          下载免费PDF全文

徐国辉  梁俭  刘鹏  梅冬 《探矿工程》2015,42(10):42-44，54

介绍了CSD1800A型全液压动力头式钻机在青藏高原矿区内的应用效果,并对该型钻机在实际应用中的优点进行了分析;通过与国内外其它钻机的应用效果进行对比,认为CSD1800A型钻机是一款经济实用的中深孔钻机。  相似文献   

锚拉抗滑桩及锚喷技术联合应用于快速滑动的滑坡防护加固工程          下载免费PDF全文

林思波 《探矿工程》2015,42(5):62-66

以桂林—阳朔高速公路K2542+750～810上边坡滑坡防护治理工程为例,介绍了锚拉抗滑桩及锚喷技术联合应用于治理快速滑动的滑坡的应用情况。滑坡体主要由断层破碎带岩土组成,具有地质构造复杂、岩石破碎、残坡积土孔隙大、雨季地下水丰富、滑坡体岩石成分复杂、力学性能差异大、正处于快速滑移阶段等特点;在滑坡防护加固工程的设计和施工中采用该技术方法等综合措施,解决了突出的问题,并取得了良好的经济效益和社会效果。  相似文献