渗流作用下的江河岸坡冲刷变形分析

岸坡地形随河流上游来水来沙、河势变化等因素而不断变化,直接影响岸坡稳定性。江河水流、岸坡渗流均对岸坡水下地形变化有很大的影响。通过分析泥沙受力条件和冲刷特性,应用在室内水槽进行的不同泥沙粒径在多种水流条件下的冲刷率试验研究成果,在岸坡泥沙受力分析基础上推导了崩岸冲刷率公式,并以算例具体说明江河水流和岸坡渗流对其冲刷变形过程的影响。     

基坑开挖中渗流-应力耦合模拟

根据基坑工程施工实际情况,基于地下水渗流的基本规律以及岩土体受力的本构模型,建立了在应力场和渗流场耦合作用下基坑受力的力学模型,通过有限元方法模拟了基坑开挖过程中周围应力场及渗流场的变化规律。计算结果表明：在设置挡土墙并及时排水情况下,随着开挖的进行,基坑周围的土体变形增大,挡土墙前的土体发生沉降,墙体最终发生变形,基坑底部土体向上隆起,在基坑角落处水头梯度较大,发生应力集中,容易导致工程事故,必须谨慎处理。另外,基坑在降水时内外水头差过大将会引起墙体承受过大压力,基坑周围沉降会更大,这样不利于墙体和周围建筑安全。     

Control and prevention of gas outbursts in coal mines, Riosa–Olloniego coalfield, Spain

Underground coal mines have always had to control the presence of different gases in the mining environment. Among these gases, methane is the most important one, since it is inherent to coal. Despite of the technical developments in recent decades, methane hazards have not yet been fully avoided. This is partly due to the increasing depths of modern mines, where methane emissions are higher, and also to other mining-related circumstances, such as the increase in production rates and its consequences: difficulties in controlling the increasing methane levels, increasing mechanization, the use of explosives and not paying close attention to methane control systems.The main purposes of this paper are to establish site measurements using some critical parameters that are not part of the standard mining-control methods for risk assessment and to analyze the gas behavior of subvertical coal seams in deep mines in order to prevent gas incidents from occurring. The ultimate goal is the improvement in mining conditions and therefore in safety conditions.For this purpose, two different mines were instrumented for mine control and monitoring. Both mines belong to the Riosa–Olloniego coalfield, in the Asturias Central Basin, Spain and the areas instrumented are mined via subhorizontal sublevels at an actual depth of around 1000 m under the overburden of Mount Lusorio.During this research, a property favoring gas outbursts was site measured for the first time in an outburst-prone coal (8th Coalbed), gas pressure and its variations, which contributed to complete the data available from previous characterizations and to set some guidelines for assessing the potential outburst-prone areas. A gas-measurement-tube set has been designed for measuring gas pressure as well as its variation over time as a result of nearby workings and to calculate permeability.The paper establishes the effect of overlapping of works, but it also shows the efficacy of two preventive measures to be applied: high pressure water infusion and the exploitation of a protective coal seam (7th Coalbed), that must be mined preferably two complete sublevels before commencing the advance in the outburst-prone coalbed. Both measures constitute an improvement in the mining sequence and therefore in safety, and should be completed with a systematic measurement to control the risk: gas pressure in the 8th Coalbed in the area of influence of other workings, to establish the most suitable moment to renew the advance. Further researches could focus on ascertaining the permeability, not only in mined areas but also in areas of the mine that are still not affected by mining work and on tuning more finely the ranges of influence of overstress time and overlap distance of the workings of the 7th Coalbed in the 8th Coalbed.     

天然气中甲烷和CO2的二元同位素特征

不同成因的天然气由于形成温度不同,往往会有不同的稳定同位素特征。但是,由于经常不能同时获得天然气以及它的生成母体的同位素成分,很难用单独的C或H同位素成分来确定它的形成温度。在形成天然气时,不同的温度会形成不同的二元同位素的浓度,温度越低,二元同位素的比例越大,因此只需要知道天然气本身的二元同位素的浓度,就可以确定形成温度,从而避免了需要知道天然气生成母体的同位素成分这一难题。本文利用高级量子化学计算,预测了不同温度下天然气中甲烷和CO2气体的二元同位索（Clumped isotope）的特征,提供用于天然气成因分析的新方法。     

土石坝心墙水力劈裂机制研究

心墙的水力劈裂问题是土质心墙坝建设中亟需解决但尚未很好解决的重要岩土工程问题。从心墙受力变形方面探讨了水力劈裂发生、发展的机制。研究认为：水库蓄水初期是水力劈裂的危险期;完全均质的心墙内不会发生水力劈裂;“裂缝或局部的缺陷”及“迅速蓄水的初期”是土石坝心墙发生水力劈裂的两个重要条件,水力劈裂发生的根本原因是局部高水力梯度的存在。最后,对上述机制进行了简单的试验验证。为进一步研究水力劈裂发生的判定、水力劈裂计算模拟指出了研究方向与思路。     

砂砾土渗流侵蚀中细粒迁移-沉积-滤通的物理水力临界条件

细粒迁移机制是理解砂砾土渗流侵蚀过程的基础与关键,对研究砂砾土斜坡雨水侵蚀过程的细观致灾机制具有重要意义。目前其运移模式及运移状态发生转变的临界条件并不清晰,不同物理水力条件下的细粒运动类型有所不同。为掌握砂砾土侵蚀过程中细粒的整体运动类型及其发生改变的临界条件,采用可视圆柱入渗试验和离散元数值模拟,分析了细粒迁移的影响因素和内部机理。结果表明：（1）细粒迁移受级配和水力梯度影响显著,而受初始孔隙率影响不显著,且级配的影响大于水力梯度;（2）水力作用下细粒整体运动状态可分为沉积和滤通2种模式,内部结构不稳定的砂砾土细粒运动处于滤通状态,内部结构稳定和稳定性过渡型砂砾土随水力梯度升高细粒的运动状态从整体沉积转变为整体滤通;（3）细粒运动状态在粒径比和水力梯度共同作用下存在明显界限,最终得到细粒沉积-滤通转变的临界条件为$ i = 3.4 - $$ 0.12{{\text{e}}^{\left( {{D_{15}}/{d_{85}}} \right)/1.5}} $。研究可为砂砾土斜坡渗蚀失稳防护提供理论指导。     

中国煤层气产业现状与发展战略

温度是影响深部煤储层含气性的重要因素,继而影响深部煤层气的开发效果。因此,明确煤储层地温条件及其对深部煤储层含气性的影响是系统认识深部煤层气富集特征及生产规律的关键。宁武盆地太原组9号煤层埋深大于1 000 m的面积占比超过90%,盆地腹部煤层埋深基本大于1 500 m,最大埋深超过2 500 m,属于典型的深部煤层气。以宁武南区块为例,基于井温测井数据、实验测试数据、录井资料及试井资料,确定宁武南煤储层地温场特征及其对含气性的影响效应。结果显示,宁武南区块9号煤储层温度为15.5~40.1℃,与煤层埋深具有显著的正相关性,地温梯度为1.27~1.95℃/hm,平均为1.52℃/hm,显示出低地温场特征。研究区煤储层含气饱和度为40.1%~93.7%,平均为71.7%,显示出深部煤储层低含气饱和度的特征。随着埋藏深度的增加,较低的地温梯度使得研究区煤储层温度增加缓慢,导致在相似埋深下,温度对研究区深部煤储层吸附能力的负效应显著低于大宁−吉县、临兴等深部煤层气区块,使得研究区煤储层吸附气向游离气的转换深度加深且转换比例降低。低地温条件是影响研究区深部煤层含气性的重要因素之一,继而影响其可开采程度。在深部煤层气的勘探开发中应重视煤储层地温条件的研究。

     

中国煤层气资源控制程度及可靠性分析

准确认识深部条件下气体和水分的赋存状态、相对含量及分布特征,对煤层气高效勘探开发具有重要指导意义。基于理论模型、分子模拟和气水演变分析,明确了煤层中气、水的赋存状态,揭示了气、水动态运聚界限和动态演化过程。考虑煤−水界面作用、水的可动性及赋存状态,煤中水可分为可动水(重力水和毛细水)、束缚水(吸附水、沸石水、结晶水和层间水)、结构水,其中毛细水、重力水和吸附水由孔隙主导,沸石水、结构水、结晶水和层间水由矿物主导。分子模拟结果显示,水分子在0.7 nm孔隙中可以饱和充填,吸附和解吸路径一致,在更大孔隙中出现弱吸附层和自由态。水分子吸附过程表现为单分子含氧基团吸附、单层强吸附、多层弱吸附、水团簇形成和充填孔隙等阶段。甲烷分子在1.5 nm孔隙可存在3层稳定充填吸附,在较大孔隙中(>1.5 nm)即以单层吸附和游离态共存,游离态在介孔及更大孔隙中普遍存在。结合上述吸附−游离气存在界限,改进了游离气和吸附气理论计算公式,为含气量计算提供新思路。深部热成因煤层气是煤大规模生排烃之后的残余气,在排烃过程中发生气驱水和水分蒸发扩散,残余水分为束缚水和结构水,后期无法改变。假定静水压力20 MPa,在0、5、10、15和20 MPa储层压力下,外来水分可入侵最大孔径为7、9、13、27 nm和不侵入。受差异保存条件控制,煤成气除了形成超压和欠压等差异含气系统外,还可能在煤系形成多类型含气模式。上述研究明确了煤层气、水微观赋存机制及形成演化模式,对深部煤层气富集特征及高效开发设计具有指导意义。

     

全国煤层气资源动态评价与可利用性分析

鄂尔多斯盆地东缘大宁−吉县区块深部煤层气勘探开发取得突破对煤层气产业带来重大影响,引起业内广泛关注和跟进。前期一些学者对深部煤层气勘探开发理论技术难点与对策开展了研究,但缺乏对典型气田开发先导试验系统总结。通过深入剖析深部煤层气地质特征与效益开发难点,总结大宁−吉县区块开发先导试验项目取得的进展和成效,明确开发规律并提出效益开发对策。结果表明：(1) 深部煤层具有广覆式发育、含气性好、游离气含量高、保存条件好、煤体结构好、脆性指数高、顶底板封盖性强等地质特征,但微构造发育、渗透性极差、矿化度高等因素制约了深部煤层气效益开发;(2) 不同地质条件下气井生产特征差异较大,通过先导试验落实气井产能和适应性开发技术对策,采用滚动开发模式可有效降低煤层强非均质性带来的开发风险;(3) 开展地质−工程一体化井网优化设计,构建井网与缝网高度弥合的人造气藏,可实现资源动用和采收率最大化;(4) “长水平段+多段多簇+大砂量”的大规模、大排量极限体积压裂技术可增大有效改造体积和井控储量,大幅提高单井产量;(5) 深部煤层气井具有“见气时间短、上产速度快、初期产量高、递减快”的生产特征,可实现短期快速规模上产,但气田长期稳产需持续新井投入;(6) 前期开发成本偏高,实现效益开发需不断提高工程作业效率、降低开发成本。综合认为,深部煤层气资源品质好,可动用性强,具备快速推广复制条件,大宁−吉县区块深部煤层气开发实践可为国内其他区块深部煤层气规模动用提供技术借鉴,对加快深部煤层气规模勘探开发具有重要意义。

     

A new theoretical solution of the effect of atmospheric pressure on water level

Based on the partial differential equation governing the effect of atmospheric pressure on water level of confined well, deriving the boundary condition and considering the seepage water between well and aquifer, the author obtained the analytical solution of water level change in time domain under the action of an atmospheric pressure history with the Laplace transform method. This solution is composed of two terms:stable and retarded terms. The stable term is the multiplication of barometric efficiency and simultaneous atmospheric pressure, and it implies the value of water level after infinite time when the atmospheric pressure is a constant from the time in question. The retarded term is the transient process due to the time lag of water exchange between well and aquifer. From the solution, it is obtained that the interference of atmospheric pressure on water level is the integral superimposition of the contribution of all atmospheric pressure changes before the time in question. So that, we further found out the response function of pulsive atmospheric pressure history. Calculation shows: (1) The pulsive response function starts from zero and tends to a steady value, which is proportional to the barometric efficiency, when the time tends to infinity; (2) The retarded time depends on the mechanical property of aquifer and the radius of well. The larger the seepage coefficient, the smaller the radius of well and the thicker the aquifer, then the shorter the retarded time gets. This solution can be used as the theoretical basis for further analysis of the atmospheric effect and practical correcting method in the future.