MODFLOW中两种模拟混合井流问题方法的耦合

对于无(弱)水力联系的多含水层,混合井改变了含水层的结构,通过井筒将无(弱)水力联系的含水层联通。对于大区域井流问题数值模拟,MODFLOW中显式流量分配法和"High Kv in Wellblock"法的假设条件都很难得到满足,将两者耦合起来拓展其适用范围。采用质量守恒定理和Darcy定律计算井网格的平均等效渗透系数,结合显式流量分配法模拟混合井流问题。最后,通过两个典型算例来验证该方法的合理性,其中一个算例是非完整井穿透相邻的两个含水层,另一个算例是完整井穿透两个含水层,且中间有隔水层。将耦合法的计算结果与显式流量分配法对比,结果表明:只有在第一个例子中当水流达到稳定时,两种方法的计算结果几乎相同,且井网格的水头差很小;而其它情况两者的差别很明显,且采用流量分配法计算井网格的水头差大于耦合法计算井网格的水头差。根据Neville等的相关结论可知采用耦合法对于文中的两个例子都比较合理。     

锡在高温气相里的迁移实验与南岭大厂 矿区100号矿体形成机制

我国著名大型锡矿大厂矿区的100号矿体是一个不规则的大脉状矿体,由质密锡铅锌矿石组成。该大脉矿体长度约1200多米。大厂矿区矿床形成过程有两个主要矿化阶段:早期锡石硫化物阶段和晚期的硫盐锡石多金属矿化阶段。矿物流体包体数据表明:早期形成于300~400℃(450℃)条件下,有高盐度流体包体与低盐度流体包体共存,流体处于从超临界流体进入近临界的气液两相不混溶区过渡阶段,有流体沸腾现象;晚期流体盐度变化小处于降温过程。而100号矿体形成于300~360℃,压力较低,仅为8.24MPa。本次研究设计一含锡溶液从超临界态进入亚临界态的气液不混溶区的实验,研究金属在气-液间再分配过程。实验模拟一个非平衡的气液分离反应动力学过程。重点研究含Sn-NaHCO3-HCl-H2O在近临界压(25~22MPa)和8~14MPa、380~300℃条件下,在亚临界态气-液两相不混溶区时相分离过程。气液分离实验是恒压降温过程。结果表明:近临界区NaHCO3-HCl-H2O的NaCl-H2O体系出现气-液(L-V)分离现象。降温远离临界点时,在V与L相里的Na、Cl浓度比:Na(V/L)、Cl(V/L)比值多数远小于1,Na、Cl主要分布在液相里。实验表明出现含Sn溶液的V-L两相分离过程,并且,Sn已在L-V间再分配,Sn(V/L)多数大于1。说明Sn多数情况下分布于气相里(贫NaCl富H2OCO2)。在380~250℃范围内NaCl-H2O-CO2体系包含的H2O-CO2体系也出现V-L两相不混溶区。实验发现H2O-CO2的L-V分离过程中,气相里HCO-3和CO2-3分布很少,CO2多。同时,锡在H2O-CO2的L-V间也存在再分配,锡分布在富CO2气体里。实验说明富CO2气体迁移锡。实验为地质解释提供依据,说明100号矿体形成于快速减压的大型裂隙条件下。在300~360℃下压力减低,使含金属流体迅速进入L-V两相不混溶区,气体快速迁移金属,快速沉积金属矿石。     

Particle-size distributions of low-angle normal fault breccias: Implications for slip mechanisms on weak faults

Slip on low-angle normal faults is not well understood because they slip at high angles to the maximum principal stress directions. These faults are considered weak and their motion cannot be explained using standard Byerlee friction and Andersonian fault mechanics. One proposed mechanism for weak fault slip is reduction of effective normal stress induced by high pore-fluid pressure. This mechanism is likely to allow dilation of the fault zone and, therefore, affect the particle-size distribution of fault breccia, which has been shown to differ for unconstrained versus constrained comminution. High pore-fluid pressure can cause dilation which leads to unconstrained comminution. We analyze samples from the footwalls of two low-angle normal faults in southern California (West Salton and Whipple detachment faults) to determine the fault-rock textures and grain-size distributions (GSDs). The GSDs are fractal with fractal dimensions ranging from ∼2.6 to 3.4. The lower end of this range is thought to reflect constrained comminution and only occurs in samples from the footwall of a small-offset “minidetachment” fault about 100 m below the Whipple detachment. The higher fractal dimensions are common in cataclasites related to the main faults and also reflect constrained comminution but are overprinted by shear localization. Our GSDs are similar to those from natural and laboratory-deformed fault rocks from strong faults. We conclude that if high pore-fluid pressure aided slip on these faults, it did not strongly affect mechanisms by which brecciation occurs, implying that fluid pressure generally was sublithostatic. Independent evidence exists for lithostatic fluid pressure that having dropped or cycled to hydrostatic levelsin the minidetachment, but our GSD results suggest that periods of high fluid pressure were too short or infrequent for unconstrained comminution to have been the dominant cataclastic mechanism. Fractal dimensions of ∼2.6 for these samples suggest that little subsequent abrasion occurred due to shear localization, consistent with minor offset on the minidetachment. Main detachment footwall samples with fractal dimensions ≥3 reflect constrained comminution followed by shear-related abrasion, and suggest that seismic cycling was important in formation of main detachment cataclasites.     

云南水氡群体异常特征

采用非均匀度方法,分别提取滇西北、滇中北、滇西南、滇东南和滇东北地区水氡观测资料的地震前兆群体异常。结果表明,该方法能满足水氡观测点所在地区成组中强地震的中、短临预报要求;且该方法能自动识别异常,排除人为主观影响,便于在其他震区进行预报效能检验。     

RC框架结构抗震目标性能水平确定方法研究

在基于性能抗震设计中,要求实现多级设防,目的是使结构抗震设计不仅要保护生命安全,同时也要控制因结构破坏而带来的经济损失,使结构在整个生命周期内费用达到最小。但由于结构抗震设计中存在着大量的不确定因素,使得实现每个性能水平都是不确定的,因此,每个性能水平的目标可靠度究竟取多高才能达到设计要求,是目前抗震设计的一个基本问题。针对这一问题,将地震作用、自重荷载、材料强度等看作随机变量,分析了结构造价与失效概率之间的近似关系,明确了不同性能水平失效概率之间的合理比例关系,采用"投资-效益"准则,且控制人员伤亡率小于社会可接受水平,来确定结构的目标性能水平。以两个钢筋混凝土框架结构为例,说明了该方法的应用。     

Performance of masonry enclosure walls: lessons learned from recent earthquakes

This paper discusses the issue of performance requirements and construction criteria for masonry enclosure and infill walls.Vertical building enclosures in European countries are very often constituted by non-load-bearing masonry walls, using horizontally perforated clay bricks.These walls are generally supported and confined by a reinforced concrete frame structure of columns and beams/slabs.Since these walls are commonly considered to be nonstructural elements and their influence on the structural response is ignored,their consideration in the design of structures as well as their connection to the adjacent structural elements is frequently negligent or insufficiently detailed.As a consequence,nonstructural elements,as for wall enclosures,are relatively sensitive to drift and acceleration demands when buildings are subjected to seismic actions. Many international standards and technical documents stress the need for design acceptability criteria for nonstructural elements,however they do not specifically indicate how to prevent collapse and severe cracking,and how to enhance the overall stability in the case of moderate to high seismic loading.Furthermore,a review of appropriate measures to improve enclosure wall performance and both in-plane and out-of-plane integrity under seismic actions is addressed.     

Markovian modeling of seismic damage accumulation

Analysis of civil structures at the scale of life‐cycle requires stochastic modeling of degradation. Phenomena causing structures to degrade are typically categorized as aging and point‐in‐time overloads. Earthquake effects are the members of the latter category this study deals with in the framework of performance‐based earthquake engineering (PBEE). The focus is structural seismic reliability, which requires modeling of the stochastic process describing damage progression, because of subsequent events, over time. The presented study explicitly addresses this issue via a Markov‐chain‐based approach, which is able to account for the change in seismic response of damaged structures (i.e. state‐dependent seismic fragility) as well as uncertainty in occurrence and intensity of earthquakes (i.e. seismic hazard). The state‐dependent vulnerability issue arises when the seismic hysteretic response is evolutionary and/or when the damage measure employed is such that the degradation increment probabilistically depends on the conditions of the structure at the time of the shock. The framework set up takes advantage also of the hypotheses of classical probabilistic seismic hazard analysis, allowing to separate the modeling of the process of occurrence of seismic shocks and the effect they produce on the structure. It is also discussed how the reliability assessment, which is in closed‐form, may be virtually extended to describe a generic age‐ and state‐dependent degradation process (e.g. including aging and/or when aftershock risk is of interest). Illustrative applications show the options to calibrate the model and its potential in the context of PBEE. Copyright © 2015 John Wiley & Sons, Ltd.     

玉树7．1级地震前后波速比变化特征分析

利用玉树、曲玛莱、杂多地震台观测到的数字震相资料,研究玉树Ms7．1级地震前后波速比时间演化特征。研究发现：3个台站平均波速比、波速比标准偏差在地震前后变化不相同,Ms4．7级前震发生时3个台站波速比都出现较明显的高值回返现象,其中玉树地震台波速比数值高达2．032。     

A Novel Method for Dye Removal: Ionic Liquid‐Based Dispersive Liquid–Liquid Extraction (IL‐DLLE)

A novel, simple, fast, and efficient ionic liquid‐based dispersive liquid–liquid extraction (IL‐DLLE) has been applied to extract and remove Congo Red (CR; a carcinogenic textile dye) from aqueous solutions. In this methodology a binary solution, containing the extraction solvent (1‐hexyl‐3‐methylimmidazolium bis(trifluormethylsulfonyl) imid) and a suitable disperser solvent, was rapidly injected into the water sample containing CR dye. Therewith, a cloudy solution was formed, and most of the dye molecules were extracted into fine IL droplets and removed from aqueous phase. The effects of pH, type, and amount of IL, initial concentration of the dye, type and volume of the dispersant, and concentrations of salt on the extraction of the dye were studied. Experimental surveys were also accomplished for recovery of the IL by applying a reverse dispersive liquid–liquid extraction using acidic stripping solutions.