具有弱透水层的多层介质含水系统中污染质运移数值模拟研究——以大庆市纳污湖泡区为例

选取大庆市贴不贴泡区具有普遍意义的饱和-非饱和多层介质含水系统中石油类污染为研究对象.在分析水文地质条件的基础上, 利用实验研究获得含水系统中连接上下含水层的弱透水层的渗透规律, 然后运用数值模拟技术建立起此类含水系统中石油类污染质运移数值模拟模型.应用所建模型对污染质的污染趋势进行了预测, 并提出污染控制措施.      

数字图像技术在岩石细观力学研究中的应用

岩石内部的细观组成和结构决定了其在外力作用下的应力-应变状态,进而控制了其宏观力学响应和破坏机制。数字图像处理技术作为一种材料细观尺度上的空间结构精确测量和数字表述手段,已广泛应用于土、岩石及混凝土的细观结构定量分析中。应用数字图像处理进行的岩石细观力学研究是对岩石力学研究方法的革新。现阶段主要研究内容包括：岩石裂隙隙宽的非接触测量,数字表述岩石结构的非均匀性,进行岩石细观力学行为分析,将提取的岩石数字特征值与相应的岩石物性结合以实现岩石流-固耦合研究,建立基于数字图像技术的岩石细观力学数值模拟方法。在研究相关文献的基础上,对数字图像技术在岩石细观力学定量研究中的成果进行客观评述,探讨各种方法的优缺点,分析展望数字图像技术在岩石细观研究领域中的应用前景。     

Numerical modeling of water yield of mine in Yangzhuang Iron Mine,Anhui Province of China

This study develops a three-dimensional heterogeneous numerical model to simulate the water inrush process and predict the water yield for mineral exploration in Yangzhuang Iron Mine in Anhui Province. To identify the hydrogeological parameters of the aquifer in the study area, the model was calibrated and validated using the observed heads through the integrated trial-and-error and automated techniques. Also, the sensitivity analysis of the model was performed to evaluate the uncertainty associated with the calibrated model. According to the mine construction plan at different mining levels of -500 m, -600 m, and -700 m, the calibrated model was then applied to predict the water yields dependent on the different mining levels. As indicated by the prediction results, the numerical simulation model can systematically describe the groundwater system in the mining area and determine the source of water inrush in this iron mine. In conclusion, numerical analyses carried out in this study can provide guidance to decision-makers in balancing the iron ore mining and mine dewatering in the future.     

过去2000年典型暖期北半球温度变化特征及成因分析

过去2000年包含了罗马暖期（Roman Warm Period,简称RWP）、中世纪气候异常期（Medieval Climate Anomaly,简称MCA）和现代暖期（Present Warm Period,简称PWP）这3个典型暖期,前人对罗马暖期的关注相对较少。为了更好地对比自然暖期和叠加了人类活动的暖期的温度变化特征及成因,文章利用通用地球系统模式（Community Earth System Model,简称CESM）的过去2000年气候模拟试验资料,在与重建资料和同化资料（Last Millennium Reanalysis,简称LMR）进行对比验证的基础上,对这3个典型暖期北半球的温度变化特征和成因机制进行了初步探讨。结果表明：CESM的全强迫试验能很好地模拟出重建资料与LMR所反映的两个自然暖期（RWP和MCA）以及PWP,PWP相较于RWP和MCA北半球增温幅度明显更大。通过对比单因子敏感性试验结果发现,RWP时期主要受土地覆盖变化的影响,同时太阳活动、火山活动强迫对地表增温有一定调节作用;而MCA时期的火山活动频率相比RWP时期更小,且太阳活动稳定,此时土地覆盖的调节作用相比RWP时期减弱;PWP时期在温室气体强迫驱动下,地表温度增加显著,其贡献远超过火山活动、太阳活动两个外强迫因子,此时土地利用/覆盖强迫对增温显示出负向影响,同时北极涛动增强,进一步加剧PWP时期的增温。

     

突变理论在边坡工程应用的研究进展

突变理论是非线性科学领域中的一个重要分支,作为一种数学工具已经在众多领域得到广泛应用,在边坡工程中的应用尤为活跃。首先简述了突变理论的发展概况和基本原理,然后分别从3个方面详细论述了突变理论在边坡工程应用中的研究进展,即基于尖点突变法的边(斜)坡稳定性分析、基于突变级数法的边(斜)坡稳定性评价和基于灰色理论、模糊数学的尖点突变预测模型对滑坡时间预报,重点讨论了相应的理论模型、应用方法和实际效果,最后结合目前存在的问题探讨突变理论在边坡工程的发展趋势。     

Subsurface lateral flow generation in aspen and conifer‐dominated hillslopes of a first order catchment in northern Utah

Mountain headwater catchments in the semi‐arid Intermountain West are important sources of surface water because these high elevations receive more precipitation than neighboring lowlands. This study examined subsurface runoff in two hillslopes, one aspen dominated, the other conifer dominated, adjacent to a first order stream in snow‐driven northern Utah. Snow accumulation, soil moisture, trenchflow and streamflow were examined in hillslopes and their adjacent stream. Snow water equivalents (SWEs) were greater under aspen stands compared to conifer, the difference increasing with higher annual precipitation. Semi‐variograms of shallow spatial soil moisture patterns and transects of continuous soil moisture showed no increase in soil moisture downslope, suggesting the absence of subsurface flow in shallow (～12 cm) soil layers of either vegetation type. However, a clear threshold relationship between soil moisture and streamflow indicated hillslope–stream connectivity, deeper within the soil profile. Subsurface flow was detected at ～50 cm depth, which was sustained for longer in the conifer hillslope. Soil profiles under the two vegetation types varied, with deep aspen soils having greater water storage capacity than shallow rocky conifer soils. Though SWEs were less under the conifers, the soil profile had less water storage capacity and produced more subsurface lateral flow during the spring snowmelt. Copyright © 2010 John Wiley & Sons, Ltd.     

库车坳陷克拉2气田异常流体压力演化史

根据克拉2气田现今实测地层压力分析了异常高压发育的特征,并通过流体包裹体测试求取包裹体形成时期的古压力。计算结果表明:下白垩统和古近系库姆格列木群砂岩储层在距今8～6Ma(康村组沉积期末)时,古压力系数大致为1.09～1.18,发育过剩压力为4.6～9.6MPa的异常高压。在此基础上,以古、今压力数据为约束条件,利用数值模拟技术定量恢复出下白垩统与侏罗系异常流体压力的演化历史。研究发现:下白垩统储层流体压力经历了沉积型异常流体压力形成发展(白垩纪-库车组沉积期末)和沉积型异常流体压力萎缩—构造挤压型异常流体压力孕育(库车组沉积期末至今)两个阶段。康村组沉积早期沉积型超压开始出现,库车组沉积期末达到顶峰,过剩压力达40～50MPa;此后,在沉积型超压萎缩—构造挤压型超压孕育过程的耦合下,过剩压力曾降至25～30MPa,更新世起超压略有升高。侏罗系流体压力演化较为简单,吉迪克组沉积期开始出现超压,至库车组沉积期末达到高峰,此后异常高压逐渐萎缩。在克拉2气田的主要成藏时期(距今3～1Ma),烃源岩较储层具有更高的异常压力,源—储压力差为10～30MPa。     

A one‐dimensional process‐based approach to study reservoir sediment dynamics during management operations

A comprehensive understanding of the dynamics of erosion and sedimentation in reservoirs under different management conditions is required to anticipate sedimentation issues and implement effective sediment management strategies. This paper describes a unique approach combining fluvial geomorphology tools and morphodynamic modeling for analyzing the sediment dynamics of an elongated hydropower reservoir subjected to management operations: the Génissiat Reservoir on the Rhône River. Functional sub‐reaches representative of the reservoir morphodynamics were delineated by adapting natural river segmentation methods to elongated reservoirs. The segmentation revealed the link between the spatial and temporal reservoir changes and the variability of longitudinal flow conditions during reservoir management operations. An innovative modeling strategy, incorporating the reservoir segmentation into two sediment transport codes, was implemented to simulate the dynamics of erosion and sedimentation at the reach scale during historic events. One code used a bedload approach, based on the Exner equation with a transport capacity formula, and the other used a suspended load approach based on the advection–dispersion equation. This strategy provided a fair quantification of the dynamics of erosion and sedimentation at the reach scale during different management operations. This study showed that the reservoir morphodynamics is controlled by bedload transport in upper reaches, graded suspended load transport of sand in middle reaches and suspended load transport of fine sediments in lower reaches. Eventually, it allowed a better understanding of the impact of dam management on sediment dynamics. Copyright © 2017 John Wiley & Sons, Ltd.     

A Methodology for Clustering Lakes in Alberta on the basis of Water Quality Parameters

In this study, a methodology for clustering 18 lakes in Alberta, Canada using the data of 19 water quality parameters for a period of 11 years (1988–2002) is presented. The methods consist of (i) principal component analysis (PCA) to determine the dominant water quality parameters, (ii) cluster analysis techniques to develop the characteristics of the clusters, and (iii) pattern‐match lakes to determine the appropriate cluster for each of the lakes. The PCA revealed that three principal components (PCs) were able to explain ～88% of the variability and the dominant water quality parameters were total dissolved solids, total phosphorus, and chlorophyll‐a. We obtained five clusters for the period 1994–1997 by using the dominant parameters with water quality deteriorating as the cluster number increased from 1 to 5. Upon matching cluster patterns with the entire dataset, it was observed that some of the lakes belonged to the same cluster all the time (e.g., cluster 1 for lakes Elkwater, Gregg, and Jarvis; cluster 3 for Sturgeon; cluster 4 for Moonshine; and cluster 5 for Saskatoon), while others changed with time. This methodology could be applied in other regions of the world to identify the most suitable source waters and prioritize their management. It could be helpful to analyze the natural controlling processes, pollution types, impact of seasonal changes and overall quality of source waters. This methodology could be used for monitoring water bodies in a cost effective and efficient way by sampling only less number of dominant parameters instead of using a large set of parameters.     

Micromechanical approach to effective viscoelastic properties of micro‐fractured geomaterials

The aim of this paper is to formulate a micromechanics‐based approach to non‐aging viscoelastic behavior of materials with randomly distributed micro‐fractures. Unlike cracks, fractures are discontinuities that are able to transfer stresses and can therefore be regarded from a mechanical viewpoint as interfaces endowed with a specific behavior under normal and shear loading. Making use of the elastic‐viscoelastic correspondence principle together with a Mori‐Tanka homogenization scheme, the effective viscoelastic behavior is assessed from properties of the material constituents and damage parameters related to density and size of fractures. It is notably shown that the homogenized behavior thus formulated can be described in most cases by means of a generalized Maxwell rheological model. For practical implementation in structural analyses, an approximate model for the isotropic homogenized fractured medium is formulated within the class of Burger models. Although the approximation is basically developed for short‐term and long‐term behaviors, numerical applications indicate that the approximate Burger model accurately reproduce the homogenized viscoelastic behavior also in the transient conditions.