大渡河流域河谷深厚覆盖层特征与发育分布规律研究

随着近年来对西部各流域水电梯级开发的全面实施,越来越多的钻孔资料揭露我国西南地区各流域普遍存在河谷深切和深厚覆盖的特殊现象。河谷深切和深厚覆盖层的存在,不仅大大增加了西南地区各流域水电开发的难度,同时也诞生出一系列新的科学问题。本文以梯级水电站较密集、河床勘探资料相对较丰富的大渡河流域为主要研究对象,通过系统分析整理该流域河床钻探资料,对该流域河谷深厚覆盖层的分布特征、物质组成与结构特征、形成时间等进行了较为系统地分析总结,并对其形成机理提出了新的认识。研究结果表明,除局部地段受构造隆升(大岗山、下尔呷)或构造断陷(冶勒)的影响外,大渡河流域95％的河段其河谷覆盖层厚度大于30m,河谷深切和深厚覆盖具有流域性、区域性特点。河谷覆盖层是由一套不同时期、不同成因类型的沉积物相互迭置的结果,由表及里宏观上可分为3层: 表层为现代河流相堆积;  中间主要为以冰水、崩积、坡积、堰塞堆积与冲积混合为主的加积层,厚度相对较大;  底部主要为古河床的冲积、冰水漂卵砾石层。覆盖层的形成时代一般在1～3万年前,基本与地质历史上末次冰期及冰消期时间相对应。为了更好地解释河谷深切和深厚覆盖具有区域性的特点,本文提出了全球气候变化和海平面升降引起河谷深切和深厚覆盖的观点: 冰期海平面的大幅度下降会引起区域性基准面大幅下降,河流比降加大,由此引起强烈下切,形成深切河谷;  冰后期海平面大幅回升,区域性基准面将大幅抬升,河流纵比降减小,水流的携砂能力减弱,冰期河谷深切所形成的固体物质开始大量沉积,并由此形成深厚覆盖层。     

真空预压法加固吹填土的孔隙水压力试验研究

利用真空预压法处理吹填土时,孔隙水压力变化常常反映土体固结程度的好坏。通过6个模型箱试验,监测不同排水系统下孔隙水压力变化,确定有效排水体间距。研究发现0.4m间距的土内孔压下降效果比0.8m间距的土内孔压下降效果好;排水体内的孔隙水压力与排水体类型有关,且距离排水体10 cm处土体内的孔隙水压力仅为排水体内孔隙水压力的1/2弱;滤膜排水系统中的吹填土孔隙水压力下降幅度最快,B型排水板系统次之,而砂井系统最慢。另外,对于吹填土而言,排水体有效间距介于0.4m与0.8m之间,其中滤膜的有效间距最大,B型排水板次之,砂井远小于前两者。     

浅层地下水补给对人类活动影响的响应特征研究

本文通过数据整理分析, 查明滹沱河流域平原区1976-2005年以开采量、灌区引水量和河道过水量为代表的人类活动逐渐增强, 分析了浅层地下水补给在大气降水减少和人类活动逐渐增强背景下大幅减少的响应特征: 综合补给量所占比率由1976-1980年的21.6%下降到2000-2005年的11.3%。随后, 从开采量、河道过水量和灌区引水量三个方面分析了浅层地下水补给响应人类活动的变化特征: 地下水补给量与开采量呈y=65.412x-0.2576模式随降水量增减而负相关变化; 河道渗漏补给量和渠水入渗量在地下水位不同埋深条件下表现出随来水量、引水量增加而增大的态势, 但在不同埋深条件下, 河道渗漏补给量与来水量之间、渠水入渗量和引水量之间关系不同。     

泸沽湖机场北东端高填方稳定性分析

泸沽湖机场的北东端存在高填方边坡,其稳定性对机场影响重大,笔者对填方边坡的稳定性做了计算,并进行了有限元分析,列举了提高边坡稳定性的一些具体措施,为该机场的建设提供参考。     

江淮流域夏季降水的准两年振荡特征及其关联因子分析

利用1951—2010年我国江淮流域11个测站夏季(6—8月)降水资料和NCAR提供的北半球月平均海平面气压场资料以及相关的西太平洋副高指数资料,采用Morlet小波变换、交叉小波变换及相关分析等方法讨论了降水准两年振荡现象的年际变化规律及其与东亚夏季风、副高的关系。结果表明,准两年振荡分量在江淮地区夏季降水场的年际振荡中十分重要,且经历了由强到弱再到强的变化过程;同时降水与夏季风强度及副高脊线位置的准两年变化均存在较好的同期相关,彼此间的相互影响还体现在年际尺度上,并分别在4 a和1 a时间尺度上有明显的滞后、超前关系。     

Three-dimensional facies architecture analysis using sequence stratigraphy and seismic sedimentology: Example from the Paleogene Dongying Formation in the BZ3-1 block of the Bozhong Sag,Bohai Bay Basin,China

The Bohai Bay Basin is a classic non-marine rift basin in eastern China. The Paleogene Dongying sequences are the main hydrocarbon-bearing stratigraphic unit in the basin. Using three-dimensional (3-D) seismic data and one well control in the BZ3-1 Block in the western slope of the Bozhong Sag, we analyzed 3-D facies architectures of the Dongying sequences. The Dongying Formation, a second-order sequence, can be subdivided into four third-order sequences (from base to top: SQ1, SQ2, SQ3, and SQ4). The facies architecture was analyzed by using the seismic sedimentology approach based on 3-D seismic data. Sediment of the Dongying sequences was derived from the northern Shijiutuo Uplift via four major configurations of incised valleys, namely “V”, “U”, “W”, and composite shaped incised valleys. Seismic stratal slices reveal branching and converging characteristics of the channels from upstream to downstream. On the basis of an integrated analysis of well log, core data, seismic facies based on multi-seismic attributes, three sedimentary facies (e.g., “delta”, “fan-delta”, and “shore” or “shallow lacustrine” facies) have been recognized. The four types of incised valleys and their evolution control the sedimentary systems in the sedimentation area. The numbers and sizes of the fans are controlled by the sedimentary systems at various scales. Incised valley-fill and deltaic sand bodies are excellent hydrocarbon reservoirs and potentially good exploration targets for the study area. The reservoir quality of sequences SQ1, SQ2, and SQ3 become better gradually from base to top. The proposed sediment dispersal patterns may aid in the prediction of potential reservoir distribution. This study also demonstrates that facies architecture analysis using sequence stratigraphy and seismic sedimentology may serve as an effective approach for constructing 3D facies models for petroleum exploration in areas lacking of well or outcrop data.     

钢管土钉结合压密注浆在深厚杂填土基坑中的应用

通过工程实例,介绍了一种在深厚杂填土基坑中运用钢管土钉结合压密注浆技术的围护方法,对钢管土钉及压密注浆的设计及施工作了详细说明。监测结果表明,该支护方法可以有效控制基坑变形,确保基坑及地下结构施工期的安全,为类似条件的基坑围护工程提供借鉴。     

真空预压法在珠江流域某冲填土场地的应用

依托珠江流域某冲填土场地工程实例,介绍了真空预压法的施工参数及应用效果,另对“薄弱部位”泥浆搅拌桩密封墙处地层的强度进行了定量分析,结果表明真空预压法适用于此类场地,加固效果明显,但密封墙位置强度降幅较大,需采取换填等措施二次处理后才能使用,可为其他类似工程提供参考经验.     

填方边坡稳定性影响因素敏感性分析

以重庆某核电场地填方边坡为例,采用均匀试验设计法安排试验,运用回归分析法对比分析各个因素对边坡稳定性影响的差异,得到各影响因素对填方边坡稳定的敏感性.影响边坡稳定性的主要因素为填料内摩擦角￠、边坡坡度α和地下水水位Hw.根据各影响因素对边坡稳定性的敏感性大小,填方边坡的设计和施工中可采取更具针对性的工程措施.     

Warm‐temperate,marine, carbonate sedimentation in an Early Miocene,tide‐influenced,incised valley; Provence,south‐east France

The Saumane‐Venasque compound palaeovalley succession accumulated in a strongly tide‐influenced embayment or estuary. Warm‐temperate normal marine to brackish conditions led to deposition of extensive cross‐bedded biofragmental calcarenites. Echinoids, bryozoans, coralline algae, barnacles and benthic foraminifera were produced in seagrass meadows, on rocky substrates colonized by macroalgae and within subaqueous dune fields. There are two sequences, S1 and S2, the first of which contains three high‐frequency sequences (S1a, S1b and S1c). Sequence 1 is largely confined to the palaeovalley with its upper part covering interfluves. Each of these has a similar upward succession of deposits that includes: (i) a basal erosional surface that is bored and glauconitized; (ii) a discontinuous lagoonal lime mudstone or wackestone; (iii) a thin conglomerate generated by tidal ravinement; (iv) a transgressive systems tract series of cross‐bedded calcarenites; (v) a maximum flooding interval of argillaceous, muddy quartzose, open‐marine limestones; and (vi) a thin highstand systems tract of fine‐grained calcarenite. Tidal currents during stages S1a, S1b and S1c were accentuated by the constricted valley topography, whereas basin‐scale factors enhanced tidal currents during the deposition of S2. The upper part of the succession in all but S1c has been removed by later erosion. There is an overall upward temporal change with quartz, barnacles, encrusting corallines and epifaunal echinoids decreasing but bryozoans, articulated corallines and infaunal echinoids increasing. This trend is interpreted to be the result of changing oceanographic conditions as the valley was filled, bathymetric relief was reduced, rocky substrates were replaced as carbonate factories by seagrass meadows and subaqueous dunes, and the setting became progressively less confined and more open marine. These limestones are characteristic of a suite of similar cool‐water calcareous sand bodies in environments with little siliciclastic or fresh water input during times of high‐amplitude sea‐level change wherein complex inboard antecedent topography was flooded by a rising ocean.