试论水文地质纲要图的涵意

随着按图幅开展的1:5万水文地质调查工作的推进,水文地质图的编制愈显重要。如何编制易读、准确的水文地质图是摆在水文地质工作者面前的一个课题。通过多年探索,笔者针对基岩山区提出了水文地质纲要图的概念与内涵,并在沂蒙山区1:5万水文地质图编制中进行了尝试和探索。结果表明,以地下水系统为对象的区域性水文地质纲要图作为水文地质图的镶图,可使读者从地下水系统角度掌握区域水文地质条件及地下水运动规律,并且有助于图幅内容的理解。     

单一流径基岩裂隙水平均流速试验研究

根据室内模拟试验数据研究了单一流径基岩裂隙水流的平均流速，建立了单一流径无压裂隙水和承压裂隙水的平均流速与水力坡度之间的回归方程     

南海东北部峡谷体系的地貌特征与发育控制因素

海底峡谷在全球陆缘广泛分布,是浅海沉积物向深海运移的主要通道,对于理解深海浊流触发机制、深海沉积物的搬运模式、深海扇的发育历史和深海油气资源勘探等均具有重要意义。本文基于高分辨率高精度的多波束测深数据,首次对南海东北部海底峡谷体系进行了研究,精细刻画了高屏海底峡谷、澎湖海底峡谷、台湾浅滩南海底峡谷和东沙海底峡谷等4条大型海底峡谷的地貌特征并分析其发育控制因素。海底坡度、构造运动、海山与海丘是影响南海东北部峡谷群走向与特征的重要因素,其中,海底坡度对于峡谷上游多分支与“V”字特征有显著的控制作用;构造运动是控制高屏海底峡谷走向的因素,澎湖海底峡谷的走向则与菲律宾海板块与欧亚板块碰撞有关,东沙海底峡谷的走向则与东沙运动相关,台湾浅滩南海底峡谷上段受NW向断裂构造的控制;海山的阻挡作用造成峡谷局部走向和特征改变。海底峡谷群输送大量陆源沉积物到深海盆并形成大面积的沉积物波,海山和沉积物波的发育导致东沙海底峡谷下段“回春”和转向。     

基岩输入参数对场地地震反应的影响分析

基岩输入参数主要包括基岩面埋深、基岩剪切波速和基岩地震动强度等因素.本文通过分析某场地在选择不同深度的假想基岩面、不同的基岩剪切波速以及不同基岩地震动强度条件下的场地地震反应结果,得出在不同的基岩输入参数条件下,地表的地震动峰值加速度和加速度反应谱存在很大差异.     

Field instrumentation for high‐resolution parallel monitoring of bedrock erosion and bedload transport

River incision is fundamental in shaping the Earth's surface. In mountainous regions with steep river beds, fluvial bedrock erosion by bedload transport is an important mechanism forming channels. However, there are only a few complete field datasets that can be used to improve process understanding and evaluate erosion models, especially at the process scale. To provide a simultaneous dataset of hydraulics, bedload transport and bedrock erosion at high temporal and spatial resolution, a new measuring device has been installed in the Erlenbach, a gauged stream in the Swiss Pre‐Alps. In this stream, bedload transport rates can be calculated from surveying deposits and from geophone plate sensors and bedload transport samples can be taken directly by an automated moving basket system. To measure bedrock erosion rates simultaneously, two natural stone slabs were mounted flush with the channel bed in a steel frame hosting various measurement devices. Force sensors below the slabs record normal stress and shear stress. At‐a‐point erosion rates on the slab surfaces are continuously measured at sub‐millimetre precision at three locations on each slab. In addition, the slab topography is monitored following erosive flood events. In this article (i) the ‘erosion scale’ device is described, (ii) data resolution and data quality is assessed by means of tests and event data, and (iii) the first transport event is discussed. The erosion scales are confirmed to provide data at high spatio‐temporal resolution for process analysis. The preliminary data show evidence for the tools effect in bedrock erosion. The bedrock slabs can be exchanged to obtain measurements for catchments with different lithologies for comparison. Copyright © 2014 John Wiley & Sons, Ltd.     

天山乌鲁木齐河源1号冰川冰蚀基岩面微形态研究

通过对天山乌鲁木齐河源冰川底床基岩与沉淀物显微结构构造分析,对大陆性山岳冰川冰下过程的认识更加深入.沉积物微观结构和构造特性显示冰川底部存在较大的挤压应力作用,由显微滞碛等现象来看,压应力在微观上的空间分布很不均匀.沉淀物中块体碎裂和基岩上冰成裂隙反映,冰川底部冰体对基岩面有巨大的剪切应力作用.滑塌构造说明,冰川底部在微小的区域内压力分布不均匀,局部有重力作用过程存在.沉淀物中块体断裂和同生变形构造的存在说明沉淀物的形成过程为先期沉淀、后期受压.通过对冰川底部各种动力作用特征的阐述及沉淀物结构、构造的成因及特性的总结,认为大陆性山谷冰川底部冰岩界面处存在水膜,且冰川运动亦有滑动性.     

1936年甘肃康乐6(3/4)级地震地表破裂带调查

结合前人研究结果和野外考察,发现1936年甘肃康乐6(3/4)级地震的地表破裂带长14 km,走向NWW,主要由3小段(西段、中段和东段)呈右阶排列而成。地表破裂主要有地震陡坎、地裂缝等。西段长3.7 km,有新鲜的崩塌堆积;中段长4.4 km,有大规模的基岩崩塌,同震左旋位移和垂直位移分别为2.5 m和0.6 m;东段长约6 km,同震水平位移和垂直位移分别为1.5 m和0.3 m。同震变形以左旋走滑为主,兼具逆冲分量,最大地表垂直位错量(0.6 m)仅为水平位错量(2.5 m)的(1/4)。1936年康乐地震时崩落的岩块上零星生长着最大直径仅20~30 mm的丽石黄衣,部分无地衣生长,此次地震由围子山—大夏河断裂向东扩张所致。     

基岩面形状对土体变形破坏的影响实验研究

采用离心模型试验研究基岩面形状对重力式加筋挡土墙土体变形破坏的影响,基岩面形状设置为直线形和台阶形,直线情况下基岩与挡墙分别围成三角形和梯形,台阶则分为两级台阶和三级台阶,试验共进行4组。试验结果表明,水平位移和沉降变化剧烈的位置主要在土体顶部靠近挡墙的位置,近岩面处土体水平位移和沉降都比较小;在挡土墙底部基岩与挡墙之间应当有足够的水平距离才有利于土体的稳定;基岩与挡墙所围形状为三角形时对土体的变形和稳定最为不利,基岩与挡墙围成梯形或基岩为台阶形时对土体稳定比较有利。     

Interaction between runoff – bedrock groundwater in a steep headwater catchment underlain by sedimentary bedrock fractured by gravitational deformation

Recent studies have suggested the importance of the bedrock groundwater (BG) contribution in storm runoff in headwater catchments. However, few such studies have been conducted, and the study of different types of bedrock conditions is still ongoing. The role of BG in storm runoff is still poorly understood, particularly in headwater catchments underlain by relatively deep fractured bedrock. This study aims to clarify this role using hydrometric and hydrochemical observations of BG via boreholes and catchment discharge. The responses of the BG to rainfall are demonstrated to be fast and independent of the sediment cover. The BG exhibits different responses and flow paths that are largely controlled by the bedrock fracture system. The storm runoff in the studied catchment is characterized by rapid discharge response generally followed by a delayed discharge response. The peak of the delayed discharge is much faster than that observed in previous studies, and it is well correlated with the BG levels. A hydrograph separation was performed for two storm events using three end members: rainfall, shallow BG and deep BG. The results demonstrate that the delayed discharge is primarily composed of deep BG. Moreover, a significant contribution of shallow BG is observed during large precipitation events. Although we observed no physical evidence of direct contributions of BG in the catchment, the calculations presented in this study demonstrate that the BG controls the hydrological and hydrogeological response of the catchment to rainfall events. Copyright © 2015 John Wiley & Sons, Ltd.     

基岩大口径垂直钻孔施工实践

针对基岩中施工大直径垂直钻孔的难点,介绍了采用小径导向孔、加放活导向器、用小径导向孔对大口径钻孔进行监测、使用具有超前导向的大口径扩孔钻头等技术措施,成功实现了在基岩中施工大口径垂直钻孔和全孔下放大直径钢管的施工过程。