川藏公路尼洋河下游宽浅游荡型河段水毁路基防护试点工程

川藏公路K4257 710-K4258 205位于尼洋河下游宽浅游荡型河段。通过对该段路基水毁的形成因素、水毁特征及防护工程水毁的分析，再通过野外路基防护工程模型试验，建立适合该段路基的冲刷保护计算公式：h5／h=1．3(B／r)0．391(h／d)0．141Fr0．947exp(-0．16m-0．11(σg—1.3))，确定了路基水毁永久性防护工程的方案。在保证足够的基础埋深的基础上，提出了一种新的防护工程结构，为青藏高原宽浅游荡型河段水毁路基防护工程建设提供了示范。     

Particle simulations of dispersion using observed meandering and turbulence

A Lagrangian stochastic particle model driven by observed winds from a network of 13 sonic anemometers is used to simulate the transport of contaminates due to meandering of the mean wind vector and diffusion by turbulence. The turbulence and the meandering motions are extracted from the observed velocity variances using a variable averaging window width. Such partitioning enables determination of the separate contributions from turbulence and meandering to the total dispersion. The turbulence is described by a Markov Chain Monte Carlo process based on the Langevin equation using the observed turbulence variances. The meandering motions, not the turbulence, are primarily responsible for the 1-h averaged horizontal dispersion as measured by the travel time dependence of the particle position variances. As a result, the 1-h averaged horizontal concentration patterns are often characterized by streaks and multi-modal distributions. Time series of concentration at a fixed location are highly nonstationary even when the 1-h averaged spatial distribution is close to Gaussian. The results show that meandering dominates the travel-time dependence of the horizontal dispersion under all atmospheric conditions: weak and strong winds, and unstable and stable stratification.     

曲流河道单砂体驱油效率主控因素

为了进一步提高注入剂驱油效率以及准确预测储层中剩余油在三维空间的分布,以大庆油田葡萄花油层组PⅠ2小层曲流河道砂体为例,通过对曲流河道砂体内部薄夹层构形及渗透率垂向分布的差异性分析,在排除开发因素差异的同井单砂体分析条件下,提出了单砂体内部薄夹层空间构形、渗透率垂向序列与重力因素共同控制剩余油分布、驱油效率多段垂向序列模式。     

长江中游瓦口子至马家咀河段二维水沙数学模型

针对长江中游瓦口子至马家咀河段(弯曲分汊河段)的水沙运动特点,给出了二维水沙数学模型尤其是推移质不平衡输沙计算的模式,主要包括推移质不平衡输沙方程、床沙级配方程、河床变形方程;对模型中的几个关键问题提出了处理方法,如非均匀沙起动及输移规律、床面混合层厚度等.利用大量的水流及河床变形资料,率定了模型的一些参数,进行了水面线、流速分布及河床变形的详细验证.在此基础上,根据设计部门提供的进出口水沙边界条件,预测了三峡工程蓄水初期该河段的冲淤过程与分布及航道条件的变化.     

Long‐term river meandering as a part of chaotic dynamics? A contribution from mathematical modelling

In the present contribution we focus our attention on the possible signatures of a chaotic behaviour or a self‐organized criticality state triggered in river meandering dynamics by repeated occurrence of cutoff processes. The analysis is carried out examining, through some robust nonlinear methodologies inferred from time series analysis, both the spatial series of local curvatures and the time series of long‐term channel sinuosity. Temporal distribution of cutoff inter‐arrivals is also investigated. The analyzed data have been obtained by using a suitable physics‐based simulation model for river meandering able to reproduce reasonably the features of real rivers. The results are consistent and show that, at least from a modelling point of view, no evidence of chaotic determinism or self‐organized criticality is detectable in the investigated meandering dynamics. Copyright © 2010 John Wiley & Sons, Ltd.     

库车坳陷中生界三种类型三角洲的比较研究

库车坳陷中生代呈北陡南缓的箕状,其内连续沉积了一套厚度巨大的冲积-湖泊碎屑沉积体。湖缘扇三角洲、辫状河三角洲及曲流河三角洲非常发育,它们的特征清楚、区别明显:（1） 扇三角洲为突发的、瞬时的灾变事件产生的重力流沉积与间灾变期正常牵引流沉积交替进行,并以重力流沉积占主导地位:其平原亚相类似于冲积扇沉积,河道砂体呈透镜状,厚度小、变化大。（2） 辫状河三角洲为正常的河流牵引流沉积,通常受到湍急洪水控制,为季节性沉积作用产物;平原亚相类似于辫状河沉积;河道沉积发育,砂体总体呈层状,内部由若干个下粗上细的河道砂岩透镜体相互叠置而成,交错层发育,尤以侧积交错层异常发育为特征,岩性以颗粒支撑的砂砾岩为主。（3） 曲流河三角洲为正常的河流牵引流沉积,沉积物输入量为相对连续的终年河流的产物,平原亚相类似于曲流河沉积:河道砂体呈层状,交错层发育,类型丰富。当然,这三种类型三角洲之间亦存在着密不可分的内在联系,不仅同一时期内可以并存,而且随着地质历史的演化可相互转化。     

Analysis of controls upon channel planform at the First Great Bend of the Upper Yellow River, Qinghai-Tibet Plateau

The 270 km long section of the Upper Yellow River at the First Great Bend is comprised of single channel and multiple channel systems that alternate among anastomosing, anabranching, meandering and braided reaches. The sequence of downstream pattern changes is characterized as： anastomosing-anabranching, anabranching-meandering, meandering-braided and braided-meandering. Remote sensing images, DEM data and field investigations are used to assess ahd interpret controls on these reach transitions. Channel slope and bed sediment size are key determinants of transitions in channel planform. Anas- tomosing reaches have a relatively high bed slope （0.86‰） and coarser sediment bed material （d50 = 3.5 mm）. In contrast, meandering reaches have a low slope （0.30‰） and fine sediment bed material （d50 = 0.036 mm）. The transition from a meandering to braided pattern is characterized by an increase in channel width-depth ratio, indicating the important role of bank strength （i.e. cohesive versus non-cohesive versus channel boundaries）. Interestingly, the braided-meandering and meandering-braided transitions are coincident with variable flow inputs from tributary rivers （Baihe and Heihe rivers respectively）. Theoretical analysis of the meandering-braided transition highlights the key control of channel width-depth ratio as a determinant of channel planform.     

Event-scale floodplain accretion revealed through tree-ring analysis of buried plains cottonwoods,Powder River,MT, USA

Six plains cottonwoods along the axis of a meander were excavated to determine if dendrochronology could identify the year and location of germination and date past overbank sedimentation events. Samples from all excavated trees showed clear anatomical changes associated with burial, including increased vessel size, decreased definition of annual ring boundaries, and decreased ring widths. Some of these burial signatures were created by deposition of only a few centimeters of sediment, and most burial events were detected by multiple samples from the same tree. Four of the trees germinated at or near the upper surfaces of bar deposits, while two germinated within thin overbank deposits draped over bar deposits, indicating that germination is closely associated with bars. Dates and inferred thicknesses of overbank sedimentation events are consistent with repeated topographic surveys and data obtained from cesium-137 (¹³⁷Cs) analyses. However, the record of overbank sedimentation extracted from the trees does not entirely reflect the history of past peak discharges documented by stream gaging, largely because individual trees are progressively less likely to be flooded through time as the river migrates farther away. Germination dates and locations closely track past positions of the river channel. Germination elevations and the elevations of the tops of point bars appear to be decreasing with time as the bend migrates, implying vertical incision by Powder River at a rate of 7.1 ± 4.3 mm/yr. The rate of floodplain growth determined by elevation changes decreases progressively through time, ultimately reaching an apparent plateau after 0.8–1.3 m of vertical accretion. While similar patterns of vertical accretion have previously been interpreted as resulting from decreasing flood probability with increasing floodplain elevation, distance from the channel is also a first-order control on vertical floodplain growth. © 2019 John Wiley & Sons, Ltd.     

文留油田文72断块开发中后期沉积微相研究

重新认识处于开发中后期油藏的沉积环境、沉积微相及其特征,建立准确的储集层模型,对于查明剩余油分布和挖掘剩余油潜力、提高采收率具有重要的现实意义。综合利用岩心、测井、录井及相关测试资料,对文留油田文72断块沙三中亚段五砂组沉积微相进行了系统研究。结果表明:该区沙三中亚段为一套曲流河三角洲沉积,主要发育水下分流河道、河口坝、远砂坝、支流间湾及前三角洲泥5个微相,水下分流河道和河口坝砂体为储集层骨架砂体。对研究区各小层沉积微相的时空展布特征进行了分析,讨论了沉积微相与含油性的关系,认为油气的聚集受沉积微相的控制：水下分流河道的储集性能最好,河口坝次之,远砂坝较差,为油田开发方案的调整和动态分析提供了可靠的地质依据。     

鄂尔多斯盆地东缘上三叠统延长组砂体结构与层序地层学研究

运用层序地层学原理,对鄂尔多斯盆地东缘上三叠统延长组长7—长4+5曲流河三角洲露头进行深入的研究,划分出低位体系域、湖侵体系域和高位体系域,其内部砂体骨架是由席状化水下分流河道、曲流型分流河道、辫状型分流河道沉积构成。阐述了鄂尔多斯盆地东缘上三叠统延长组层序格架和砂体结构特征,建立了鄂尔多斯盆地层序地层格架内砂体分布模式,构建了层序地层格架内砂体结构与相对湖平面响应模式图。研究表明随湖平面变化层序格架内砂体结构发生规律性变化,低位体系域早期侵蚀,晚期充填呈复合状砂体;湖侵体系域砂体呈孤立状;高位体系域早期砂体发育不全,晚期呈席状砂体。