西藏朋曲流域不同地貌部位流动沙丘粒度特征

沙丘粒度特征不仅能反映沙丘沙物质的来源与动力,也可以体现地形对风沙流运移的改变。对西藏朋曲流域不同地貌部位流动沙丘表层沉积物的粒度特征进行分析。结果表明：（1）朋曲流域流动沙丘表层沉积物粒度组分以中沙（46.51%）和细沙（40.52%）为主,粗沙（5.87%）与极细沙（5.87%）次之,黏土（0.37%）与粉沙（0.85%）含量最低。流动沙丘表层沉积物平均粒径1.41—2.32 Φ,分选系数0.45—0.79 Φ,偏度0.01—0.24,峰度0.98—1.80。（2）从河漫滩到河流阶地到山坡,流动沙丘粒度逐渐变小,频率分布曲线逐渐变高变窄,粒径越来越集中,沿主导风向自西南向东北概率累积曲线斜率逐渐增大,分选性逐渐变好。（3）河漫滩至河流高级阶地流动沙丘表层沉积物随海拔升高粒径变小,坡麓至坡顶随海拔升高粒径变大,分选却变好,表明山坡上沙丘与阶地上沙丘的沙物质来自于不同河段的河床或河漫滩。     

我国交通设施沿线固沙措施与技术研究综述

流沙是我国沙漠化主要成因之一。本文简要回顾了我国北方沙漠及受沙漠化影响的干旱半干旱地区为保护交通线路而采取的固沙措施和技术,包括工程措施、化学措施和生物措施,主要介绍了这些措施和技术的类型及特点,以及近60年间(1950–2010年)其在不同地区不同交通线路中的应用,包括包兰线、塔里木沙漠公路和青藏铁路沿线的防风固沙。工程措施,如建挡风墙和铺设沙障,在沙漠交通线的防风固沙中非常有效。化学措施因成本高和对环境可能造成的污染风险而应用并不普遍。生物措施比工程和化学措施成本更高,但因其效果好且防护持续时间长而得到推崇。在一些地方,几种措施组合的固沙效果更好。工程措施对沙面的固定以及有条件的地方用地下水或河水灌溉有助于旱生植物的早期定植。本文最后指出了固沙措施和技术的局限性以及未来研究方向。本文对解决蒙古高原受沙漠和沙漠化影响的干旱和半干旱地区与"一带一路"倡议相关的基础设施建设的生态环境问题具有重要意义。     

台风“麦德姆”后海岸横向沙丘年内形态变化的观测

基于2014年第10号强台风“麦德姆”登陆前后一年内不同时间的福建平潭岛长江澳海岸横向沙丘形态高精度观测数据,分析了台风后典型海岸横向沙丘的年内形态变化过程及其特征。结果表明：（1）台风“麦德姆”造成海岸横向沙丘的体积减小、高度降低,其中体积减少了1.3%、丘顶高度最大降低1.43 m,且不同部位的变化程度亦非完全一致。（2）海岸横向沙丘形态在台风“麦德姆”后的一年内主要以体积增加、高度增大为特征,半年内海岸横向沙丘的体积与高度即已超过台风登陆前,丘顶高度最大月均升高0.39 m,沙丘迎风坡基本恢复到台风登陆前状态,背风坡以堆积为主且高度超过台风之前。（3）海岸横向沙丘的形态特征是由丰富的海滩沙源、强劲的常态向岸风、沙丘原形态及植被盖度等因素相互作用的结果,其中丰富的海滩沙源和强劲的常态向岸风是决定性因素,台风对海岸横向沙丘形态的影响应是暂时性的,较长时间尺度而言低频高能的台风对海岸横向沙丘形态的塑造作用相对有限。     

海岸沙丘沙运动特征若干问题的研究——以闽江口南岸为例

在海岸带,沙粒粒径和水分含量是决定沙粒起动风速的最主要因素。闽江口南岸海滩沙的平均粒径为2.0Φ,水分含量多在0.3%~1.0%之间。运用Johnson的经验公式,可计算出海滩沙的起动风速为6~7m/s。这一结果与实际观测值十分吻合。由于海岸环境因素的影响,使得同等条件下海岸带沙粒的起动风速明显大于内陆沙漠沙,而风沙流的输沙率明显小于内陆沙漠沙。海岸带是风速剧变带,在引用陆地气象台站的风速记录分析海岸风况和研究风沙运动规律时,必须对风速进行订正。     

半荒漠风沙区土地沙漠化生物整治技术的研究

试验证明,土地沙漠化生物整治技术能在半荒漠风沙区取得显著的作用和效果。在柠条、毛条、花棒、杨柴、沙木蓼等灌木树种的适生立地上营造防风固沙林,林后3~4年,灌木就可郁闭成林,流动沙丘完全被控制变为固定沙丘;林下植被结构得以改善,优良品种增多,如能合理开发其饲料等用途,还具有十分可观的经济效益。     

尾矿砂沙害形成机理与工程治理措施的选择

尾矿砂沙害的形成过程,包含着尾矿砂强烈风蚀、尾矿砂输送搬运与堆积,以及尾矿砂吹扬在大气中的粉沙悬移等3个过程。上述3个过程对土地、大气、水体、道路、建筑物及农作物造成严重危害,甚至影响人身健康。研究结果表明,尾矿砂的治理,需采用固结沙面、切断沙源,即消除灾害源的方法。固结沙面的材料,宜采用坚固耐久、抗风蚀力强、具有较好蓄水保墒性能,以及保温能力高、且廉价的戈壁沙砾石。沙砾石覆盖之后,不仅固结了沙面,切断了沙源,而且为天然植物种子的散落和幼苗发育创造了稳定条件,加快了天然植物衍生。覆盖后的第一年雨季后,植物盖度到达了15%~30%,局部地段高达50%。     

A Review of the Concepts and Application of Rehabilitation Following Heavy Mineral Dune Mining

Dune mining has had an enormous impact in some coastal regions. This paper reviews: the concepts of rehabilitation, restoration and revegetation as applied to dune mining for heavy minerals, the basic principles of dune rehabilitation, some case studies of rehabilitation and its success, the methods for measuring the success of rehabilitation, the process of producing a dune rehabilitation plan, and makes recommendations for pilot studies and guidelines for the implementation of the rehabilitation plan. Studies in Australia and South Africa in particular, provide successful models to draw upon in formulating the criteria and principles discussed in this paper.     

The control of wind strength on the barchan to parabolic dune transition

The evolution of barchan-to-parabolic dunes can be driven by vegetation establishment, which may be linked to climate change and/or human activity. However, little is known of the impact of changes in wind strength on vegetation development and the resulting impacts on the evolution of dune morphology and sedimentological characteristics. To address this issue, we studied the morphology and grain-size characteristics of barchan, barchan-to-parabolic and parabolic dunes in the Mu Us Desert in north China, which was combined with an analysis of changes in normalized difference vegetation index (NDVI) and climatic variables during 1982–2018. The results reveal a trend of increasing growing-season NDVI which was related to a significant decrease in drift potential (DP). Therefore, we suggest that the initiation of dune transformation was caused by the reduced wind strength which favored the establishment and development of vegetation. To reveal the response of sedimentological reorganization during the processes of dune transformation, grain-size characteristics along the longitudinal profile of the three different types of dunes were examined. The decreasing wind strength led to the transport of fine sands on the upper part of the windward face of the dunes, resulting in a progressive coarsening of the grain-size distribution (GSD) and a reduction in dune height at the crest area. No distinct trend in sorting and mean grain-size was observed on the windward slope of the barchan-to-parabolic dune, indicating that the sand in transit had little influence on the GSD. Conversely, progressive sorting and coarsening of the sand occurred towards the crest of the parabolic dune. This indicates that vegetation development limited the transport of sand from upwind of the dune, and affected a shift in the dune source material to the underlying source deposits, or to reworked pre-existing aeolian deposits, and resulted in the trapping of sand in the crest area. © 2020 John Wiley & Sons, Ltd.     

Formulation of a unified constitutive model for clays and sands

This paper presents a new generalized effective stress model, referred to as MIT-S1, which is capable of predicting the rate independent, effective stress–strain–strength behaviour of uncemented soils over a wide range of confining pressures and densities. Freshly deposited sand specimens compressed from different initial formation densities approach a unique condition at high stress levels, referred to as the limiting compression curve (LCC), which is linear in a double logarithmic void ratio, e, mean effective stress space, p′. The model describes irrecoverable, plastic strains which develop throughout first loading using a simple four-parameter elasto-plastic model. The shear stiffness and strength properties of sands in the LCC regime can be normalized by the effective confining pressure and hence can be unified qualitatively, with the well-known behaviour of clays that are normally consolidated from a slurry condition along the virgin consolidation line (VCL). At lower confining pressures, the model characterizes the effects of formation density and fabric on the shear behaviour of sands through a number of key features: (a) void ratio is treated as a separate state variable in the incrementally linearized elasto-plastic formulation: (b) kinematic hardening describing the evolution of anisotropic stress–strain properties: (c) an aperture hardening function controls dilation as a function of ‘formation density’; and (d) the use of a single lemniscate-shaped yield surface with non-associated flow. These features enable the model to describe characteristic transitions from dilative to contractive shear response of sands as the confining pressure increases. This paper summarizes the procedures used to select input parameters for clays and sands, while a companion paper compares model predictions with measured data to illustrate the model capability for describing the shear behaviour of clays and sands. Copyright © 1999 John Wiley & Sons, Ltd.     

Kilometer-scale fault-related thermal anomalies in tight gas sandstones

Upper Carboniferous sandstones make one of the most important tight gas reservoirs in Central Europe. This study integrates a variety of geothermometers (chlorite thermometry, fluid inclusion microthermometry and vitrinite reflection measurements) to characterize a thermal anomaly in a reservoir outcrop analog (Piesberg quarry, Lower Saxony Basin), which is assumed responsible for high temperatures of circa 300 °C, deteriorating reservoir quality entirely. The tight gas siliciclastics were overprinted with temperatures approximately 90–120 °C higher compared to outcropping rocks of a similar stratigraphic position some 15 km to the west. The local temperature increase can be explained by circulating hydrothermal fluids along the fault damage zone of a large NNW-SSE striking fault with a displacement of up to 600 m in the east of the quarry, laterally heating up the entire exposed tight gas sandstones. The km-scale lateral extent of this fault-bound thermal anomaly is evidenced by vitrinite reflectance measurements of meta-anthracite coals (VR_rot ∼ 4.66) and the temperature-related diagenetic overprint. Data suggest that this thermal event and the associated highest coalification was reached prior to peak subsidence during Late Jurassic rifting (162 Ma) based on K-Ar dating of the <2 μm fraction of the tight gas sandstones. Associated stable isotope data from fluid inclusions, hosted in a first fracture filling quartz generation (T ∼ 250 °C) close to lithostatic fluid pressure (P ∼ 1000 bars), together with authigenic chlorite growth in mineralized extension fractures, demonstrate that coalification was not subject to significant changes during ongoing burial. This is further evidenced by the biaxial reflectance anisotropy of meta-anthracite coals. A second event of quartz vein formation occurred at lower temperatures (T ∼ 180 °C) and lower (hydrostatic) pressure conditions (P ∼ 400 bars) and can be related to basin inversion. This second quartz generation might be associated with a second event of illite growth and K-Ar ages of 96.5–106.7 Ma derived from the <0.2 μm fraction of the tight gas sandstones.This study demonstrates the exploration risk of fault-bound thermal anomalies by deteriorating entirely the reservoir quality of tight gas sandstones with respect to porosity and permeability due to the cementation with temperature-related authigenic cements. It documents that peak temperatures are not necessarily associated with peak subsidence. Consequently, these phenomena need to be considered in petroleum system models to avoid, for example, overestimates of burial depth and reservoir quality.