2020年前我国核能发展的策略和目标研究

本文提出了我国核电发展的 4项策略 ,明确了近中远兼顾的 3个层次的发展目标及相关的重点工程。     

Hydrofracture mechanisms in rock during pressure grouting

Summary Hydrofracture Mechanisms in Rock During Pressure Grouting. The paper examines the basic meachnisms controlling the initiation of fractures in rocks and layered soils during pressure grouting, and their subsequent propagation into the ground mass. Previous analyses of fracture initiation have tended to concentrate on simplified models in which the ground is treated as an impervious elastic or Mohr-Coulomb continuum. The present method allows for the porous or fissured nature of the ground by considering the effect of seepage forces induced by the pore pressure gradient. The effect is quantified by use of a parameterN such that the ratio of fluid force used in expanding the injection hole, to that used in forcing fluid through void spaces, isN to (1—N).Analysis of hydrofracture propagation is based on stress analysis of a borehole in an elastic continuum, the propagating fracture zone around the borehole being represented as a non-elastic material governed by the Mohr-Coulomb failure criterion. This is supplemented by an energy approach which equates the energy supplied to the ground from the injection pump, with the energy stored in the ground and the energy necessary to fracture it.

---

Zusammenfassung Brucherscheinungen im Fels bei Verprearbeiten. In der Arbeit wird der grundlegende Mechanismus untersucht, welcher bei Verpreßarbeiten in Fels und geschichtetem Boden zur Einleitung und Ausbreitung von Brüchen führt. Frühere Untersuchungen des Bruchbeginns stützten sich im wesentlichen auf vereinfachte Modelle, in denen der Untergrund als undurchlässiges Kontinuum angesehen wird, das entweder elastisch ist oder der Mohr-Coulombschen Bruchbedingung genügt. Die neue Methode berücksichtigt dagegen eine Porosität oder Klüftung des Untergrundes durch Ansatz der vom strömenden Medium auf das Gebirge ausgeübten Belastung. Diese Belastung wird aufgeteilt in einen Druckverlust an der Bohrlochwand (gleich ParameterN mal Verpreßdruck) und die entsprechende, über den gesamten durchströmten Bereich verteilte Belastung.Die Untersuchung der Bruchausbreitung geht von der Spannungsermittlung um ein Bohrloch in einem elastischen Kontinuum aus, wobei in der sich ausbreitenden Bruchzone um das Bohrloch herum nichtelastisches Material angenommen wird, das dem Mohr-Coulombschen Bruchkriterium genügt. Zur Ergänzung dient eine Energie-Betrachtung, bei der die von der Injektionspumpe abgegebene Energie gleichgesetzt wird der im Untergrund gespeicherten Energie und der aufgewendeten Brucharbeit.

---

Résumé Les mécanismes de la fracturation hydraulique dans les roches pendant les injections sous pression. Le mémoire examine les mécanismes fondamentaux qui gouvernent l'initiation des ruptures dans les roches et les sols stratifiés, au cours des injections et leur propagation dans les massifs. Les analyses antérieures de l'initiation de la rupture, se sont concentrées sur des modèles simplifiés où l'on considérait la roche comme un milieu élastique et imperméable, ou comme un milieu de Mohr-Coulomb. La présente méthode admet que le massif est poreux ou fissuré, en considérant l'action des forces de percolation engendrées par le gradient de pression interstitielle. Cette action est quantifiée par un paramètreN, tel que le rapport de la force du liquide employée à dilater le forage d'injection, à celle employée pour forcer le coulis à travers les vides soitN/(1—N). L'analyse de la propagation des ruptures se base sur l'analyse des contraintes autour d'un forage dans un milieu élastique, alors que la zone de la rupture qui se propage autour du forage est représentée par un milieu non-élastique admettant le critère de rupture de Mohr-Coulomb. Cette analyse est complétée par une approche énergétique, où l'énergie qui est fournie au massif par la pompe d'injection est égalée à l'énergie emmagasinée dans la roche et à l'énergie de rupture.

---

Nomenclature A area of new cracks created per unit volume of time t - E total work done by injection fluid - E _i irrecoverable component of energy - E _{i c} work done in fracturing rock or soil - E _{i l} work done to overcome various frictional forces in grouting system - E _{i p} work done to cause plastic deformation of fractured zone - E _{i s} work done to overcome shear strength of fluid during flow - E _{i v} work done to overcome frictional drag between fluid and rock in soil surfaces during flow - E _r recoverable component of energy - E _{r f} elastic strain energy stored in fluid - E _{r s} elastic strain energy stored in rock or soil - h height of overburden - i j 1, 2, 3 - K ₀ coefficient of horizontal earth pressure - k permeability of ground to grout - L length of cylindrical grout source - n rock or soil porosity - p average fluid pressure between timet and (t + t) - p ₀ injection pressure - R radius of grout front - r radial distance from borehole axis - r ₀ radius of borehole - r ₁ radius of fractured zone - S specific surface area of rock or soil - S _T tensile strength of rock or soil - t time - u grout seepage velocity - V volume of grout injected - v volumetric strain - specific surface energy of rock - bulk density of rock or soil - _{i j} ^e elastic strain increment tensor - _{i j} plastic strain increment tensor - v Poisson's ratio - _{i j} average stress tensor in the ground during timet and (t + t) - _R , _T, _Z radial, tangential and vertical stresses induced by grouting - _r , _t , _z radial, tangential and vertical stress around borehole before grouting - grout shear strength - angle of internal friction of rock or soil With 7 Figures     

贵州岩溶地区能源生态足迹及其效率的动态变化评价

为了把握贵州岩溶地区的能源生态足迹和能源生态足迹效率的动态变化情况,文章采用基于生态足迹模型的能源生态足迹效率的定量研究方法,利用1978-2011年的历史数据计算,分析了贵州岩溶地区能源生态足迹和能源生态效率的动态变化特征。研究结果表明,在研究时段,贵州岩溶地区能源生态足迹和能源生态足迹产值呈阶段性递增趋势,能源生态足迹强度呈阶段性下降趋势,能源生态足迹产值虽有所提高,但仍低于全国平均水平。社会经济发展与能源足迹灰色关联分析结果表明,贵州岩溶地区经济发展与能源消耗关系十分密切,高能耗经济问题比较突出。     

添加剂对KAlSi_3O_8-CaSO_4-CaCO_3体系反应表观活化能的影响

首先测定了KAlSi3O8-CaSO4-CaCO3体系在不同焙烧条件下钾长石转化成可溶性氧化钾的转化率,进而通过模拟计算表明:KAlSi3O8-CaSO4-CaCO3体系的固相扩散动力学过程符合金斯特林格动力学方程,反应表观活化能Ea为128.92kJ/mol。并着重考察了4种添加剂Na2SO4、Na2SO3、NaCl和NaF对KAlSi3O8-CaSO4-CaCO3体系的影响,结果表明:向体系中分别加入占反应物总质量3%的Na2SO4、Na2SO3、NaCl和1%的NaF后,体系的反应表观活化能Ea从原来的128.92kJ/mol依次下降至87.15、98.71、117.38和126.14kJ/mol,这表明4种添加剂中Na2SO4的效果最好,它能较大程度上降低反应表观活化能,从而降低反应温度和提高固相反应速率。     

颗粒物质在微剪切振动下的能量耗散研究

采用改进的低频内耗仪研究了几种常见颗粒体系（沙子、玻璃珠）的相对能量耗散性质：能量耗散的振幅谱和频率谱。实验发现,振幅谱中随振幅增大形成一个能量耗散峰,而频率谱线中则观察到随着频率的增加依次出现四个能量耗散峰,对应着体系模量的四个衰减。随探针插入深度的增加相对能耗先增加后减小,出现一个能耗峰值,该峰值对应的深度为体系的临界深度。基于对颗粒体系的介观分析,提出一个流变模型来阐述流变耗散机制,结果表明摩擦在颗粒力学响应中除耗散能量外还起到增加体系弹性的作用。频率谱的分析表明颗粒中还存在另一种耗散机制：颗粒链的共振耗散。     

四川九龙里伍铜矿主要矿石矿物扫描电镜能谱分析

运用扫描电镜能谱分析(SEM+EDS)方法对里伍铜矿主要矿石矿物的研究表明:闪锌矿中含有质量分数大于8%的Fe元素,黄铜矿和磁黄铁矿中含有少量的Cr元素。在矿石样品中首次发现硒铋矿的类质同像矿物、自然铋及核燃料氧化物。     

鄂陵湖湖滨地区夏季近地层微气象特征与碳通量变化分析

利用2010年夏季鄂陵湖湖滨地区试验观测资料,从中选取资料较好的5个连续晴天,分析了该地区高寒草甸夏季局地气候、辐射与能量平衡特征以及碳通量的日变化。结果表明：①夏季晴天湖滨地区近地层气象要素受到湖陆风的较大影响,风向昼夜交替变化,垂直风速和摩擦速度明显大于玛曲草原,全天盛行上升气流,昼夜温差较小;②湖滨地区日均太阳总辐射与净辐射高于玛曲草原和金塔绿洲,地表能量不平衡现象较显著,湍流输送以潜热为主,夜间近地层存在明显的逆温和逆湿现象;③夏季湖滨草甸碳吸收的日最大值出现在上午11时前后,碳吸收显著大于碳排放,其水分利用效率与海北草甸生态系统接近,总体偏低。     

近区瞬变场的频率效应与大深度探测能力的研究

在时域中,磁源近区瞬变场的时间特性取决于场源所含低频谱的分数幂.对于磁感应强度Bz(t)∝∑iω3/2i,对于感应电势εz(t)∝∑iω5/2i.这表明,现有的瞬变电磁探测系统只适用于浅部勘查,对于大深度的勘查,需要研制超强能量且轻便化的场源(发送系统),同时完善超导磁强计(接收系统)的实用化.     

“一带一路”地区能源金属矿床分布规律及开发工艺

对"一带一路"地区的能源金属锂和铀的矿床分布规律进行统计,并对典型矿床的地质特征与开发工艺进行概述,为了解"一带一路"地区的锂矿和铀矿提供基础信息,同时为中国进行"能源金属"的开采提供科学依据。研究认为,"一带一路"地区共有大型及以上锂矿36个,成因类型有硬岩型、盐湖型、沉积型和煤伴生型4种,资源储量分别为784×10~4t、1702×10~4t、237.5×10~4t和623×10~4t。盐湖型锂矿分布于中国和阿富汗,硬岩型锂矿分布在俄罗斯等国家,沉积型锂矿分布在塞尔维亚等国家,煤伴生型锂矿只分布于中国。鉴于盐湖型锂矿开发的环境影响较小,建议有关国家加大对盐湖型锂资源的勘探与开发。"一带一路"地区共有大型及以上铀矿130个,成因类型主要为砂岩型和火山岩型,主要集中在哈萨克斯坦等国家,铀资源储量(可靠回收成本≤130$/kg)达181.94×10~4t,占"一带一路"地区总资源储量的92.12%,建议中国与相关国家进行交流与合作,加大对中国境内北方地区砂岩型铀矿的寻找力度,同时进行火山岩型铀矿的勘探开发。     

Origin,discovery, exploration and development status and prospect of global natural hydrogen under the background of “carbon neutrality”

Global energy structure is experiencing the third transition from fossil energy to non-fossil energy, to solve future energy problems, cope with climate change, and achieve net-zero emissions targets by 2050. Hydrogen is considered to be the most potential clean energy in this century under the background of carbon neutrality. At present, the industrial methods for producing hydrogen are mainly by steam-hydrocarbon (such as coal and natural gas) reforming and by electrolysis of water, while the exploration and development of natural hydrogen had just started. According to this literature review: (1) Natural hydrogen can be divided into three categories, including free hydrogen, hydrogen in inclusions and dissolved hydrogen; (2) natural hydrogen could be mainly from abiotic origins such as by deep-seated hydrogen generation, water-rock reaction or water radiolysis; (3) natural hydrogen is widely distributed and presents great potential, and the potential natural hydrogen sources excluding deep source of hydrogen is about (254±91)×10⁹ m³/a according to a latest estimate; (4) at present, natural hydrogen has been mined in Mali, and the exploration and development of natural hydrogen has also been carried out in Australia, Brazil, the United States and some European countries, to find many favorable areas and test some technical methods for natural hydrogen exploration. Natural hydrogen is expected to be an important part of hydrogen energy production in the future energy pattern. Based on a thorough literature review, this study introduced the origin, classification, and global discovery of natural hydrogen, as well as summarized the current global status and discussed the possibility of natural hydrogen exploration and development, aiming to provide reference for the future natural hydrogen exploration and development.©2022 China Geology Editorial Office.