Feasibility study of CO2 geological storage in China

It has been proved to be one effective means to reduce emissions of CO2 to mitigate the worsening global climate change through lots of projects and tests about CO2 geological storage. The sites that are suitable for CO2 geological storage include coal seams that can not be mined, deep saline aquifers, oil fields, and depleted gas fields. The emission of CO2 from fuel combustion is about 3.54 Gt in China in 2003, which is the second biggest in the world. Because the energy consumption in China mainly depends on fossil fuels for a long time in the future, China will become a country with the biggest emission of CO2 in the world, which will make China have to reduce the emissions of CO2 by some methods including geological storage. Based on lots of information about the reserves of coal seam methane and the rank of coal in the 68 coal basins in China, the total CO2 storage capacity in these coal basins was estimated according to the recovery coefficient and exchange ratio of CO2 to CHa.The total storage capacity in deep saline aquifers can be regarded as the total quantity of CO2 that can be dissolved in the saline aquifers at the depth from 1000m to 3000m under ground. The quantity can be estimated by multiplying the solubility of CO2 in the saline water and the volume of the appropriate aquifers. According to the reserve and quality of crude oil in 46 main oil basins in China, the CO2 storage capacity and the quantity of enhanced oil were calculated. The storage capacity of depleted gas fields can be derived from the reserve and depth of the gas fields. The total CO2 geological storage capacity is about 196.2 Gt CO2 that is as against 55.4 times the CO2 emission from fuel combustion in China in 2003. According to the results of the finished projects and tests about CO2-EOR and CO2-ECBM, the CO2 geological storage capacities in coal seams, deep saline aquifers, oil fields and depleted gas fields will be estimated.     

Potential assessment of CO2 geological storage based on injection scenario simulation: A case study in eastern Junggar Basin

Carbon Capture and Storage (CCS) is one of the effective means to deal with global warming, and saline aquifer storage is considered to be the most promising storage method. Junggar Basin, located in the northern part of Xinjiang and with a large distribution area of saline aquifer, is an effective carbon storage site. Based on well logging data and 2D seismic data, a 3D heterogeneous geological model of the Cretaceous Donggou Formation reservoir near D7 well was constructed, and dynamic simulations under two scenarios of single-well injection and multi-well injection were carried out to explore the storage potential and CO₂ storage mechanism of deep saline aquifer with real geological conditions in this study. The results show that within 100 km² of the saline aquifer of Donggou Formation in the vicinity of D7 well, the theoretical static CO₂ storage is 71.967 × 10⁶ tons (P50)^①, and the maximum dynamic CO₂ storage is 145.295 × 10⁶ tons (Case2). The heterogeneity of saline aquifer has a great influence on the spatial distribution of CO₂ in the reservoir. The multi-well injection scenario is conducive to the efficient utilization of reservoir space and safer for storage. Based on the results from theoretical static calculation and the dynamic simulation, the effective coefficient of CO₂ storage in deep saline aquifer in the eastern part of Xinjiang is recommended to be 4.9%. This study can be applied to the engineering practice of CO₂ sequestration in the deep saline aquifer in Xinjiang.     

Soil salinization research in China：Advances and prospects

With the environmental deterioration caused by the advance of climate change, soil salinization is a serious and growing global problem. Currently about 7% of the world's land surface is threatened by salinization. China is a country whose soils are severely affected by this problem, which, due to its extensive area, and wide distribution poses a serious threat to regional agricultural development. In this review, we summarize the framework for soil salinization research in China over the past 70 years, assess the weaknesses of existing research in both a domestic and international context, highlight the trends and key findings of global research about saline soils over the past 30 years, and propose six major fields and directions for future research on saline soil.     

CO_2注入下岩层变形和流体运移分析(I):两相流-岩层耦合模型

目前国内关于CO2咸水层封存尚处于先导性和试验性研究阶段,对超临界CO2注入过程中岩层力学响应和流体运移的理论与技术方面的认识还不完善。为研究CO2注入下岩层变形和流体运移,基于两相流动数学模型,给出了超临界CO2和咸水质量守恒方程;采用毛细压力和有效饱和度的关系式,将质量守恒方程变换成以毛细压力为变量的表达式,以便于考虑流体压力对岩层的影响。提出了无流体压力影响下的岩层力学本构模型,该模型能够同时考虑岩层的塑性变形和损伤。分析了两相流体-岩层相互作用机制:一方面,采用有效应力原理,考虑流体压力对岩层的力学影响;另一方面,通过岩层固有渗透率变化考虑岩层变形对流体运移的影响。     

Saline-Alkali(Mixed) Dust Storms and Their Main Generation Mechanism

正The exposed surface of the dry salt lake basin contains a large number of extremely fine lightweight saline-alkali(mixed)dust and clay dust.It is extremely easy to dust and since saline-alkali lake is low-lying and its temperature     

Thermodynamic Model of Uranium and Arsenic Accumulation in Saline Lakes

正1 Introduction The attractiveness of Shaazgai-Nuur Soda Lake(pH9.2-9.4)as an alternative metal source is explained by the high concentration of dissolved uranium(~1 mg/l)due to the location of water drainage territory within the Tsagan-     

Microbial Succession in Response to Salinity in the Sediments of Lakes on the Northeastern Qinghai-Tibetan Plateau,China

正Salinity is an important factor controlling the microbial distribution in lakes.However little is known about how microbial communities evolve in response to salinity variation.In this study,we investigated the microbial     

Chemical composition and sulfur forms in saline lakes of Kulunda Plain(Russia)

正1 Introduction On the territory Kulunda Plain,located to the south-west of the Ob’plateau,there are more than 3,000 fresh and salt lakes with water TDS range from 1 to 430 g/L.The interest in these lakes was associated mainly with the study of     

Criteria for the recognition of acid-precipitated halite

Modern acid and neutral saline lakes in Western Australia are an excellent natural laboratory for testing how pH affects halite, and for developing criteria for distinguishing past acid saline waters from past neutral saline waters in the rock record. This study characterizes and compares physical, chemical and biological features in halite precipitated from acid (pH 1·7 to 4·2) and neutral (pH 6·8 to 7·3) saline lakes in southern Western Australia. Supplemental data include synthetic halite grown from acid and neutral saline solutions, as well as halite deposited in Permian acid lakes. Although physical processes of halite growth are not affected by pH, there are differences in the colour, accessory minerals, fluid inclusions and microfossils between acid and neutral halites. Acid lake halite commonly is yellow or orange in colour; neutral lake halites examined in this study are always snow white. Acid halites tend to contain abundant sulphate and iron oxide minerals, both as solid inclusions and as solids within fluid inclusions; neutral halites contain little, if any, sulphates and no iron oxides. Acid fluid inclusion freezing/melting behaviours include characteristics that differ from neutral fluid inclusion behaviours, such as lower eutectic temperatures, higher and wider temperature range of hydrohalite rims with a definable fuzzy border and more complex metastable phases. Acid halite contains 'hairy blobs', clusters of bacterial/archaeal/fungal remains and sulphate crystals, which are not found in halite from neutral lakes. This distinct assemblage of features characteristic of modern acid lake halites may serve as informal criteria for the recognition of past acid lake evaporites in the rock record.     

麦秸秆加筋石灰固化盐渍土的破坏形态分析

土的破坏形态是其受力大小与状态的综合反映,也是其内部结构变化的宏观体现。对比分析了不同养护时间、布筋方式和围压下的盐渍土、麦秸秆加筋盐渍土、石灰固化土、麦秸秆加筋石灰固化土试样的三轴剪切破坏形态。结果显示:①盐渍土和麦秸秆加筋盐渍土均呈塑性破坏。其中,盐渍土呈典型的"鼓胀"破坏;受到加筋的约束,加筋土的横向变形小于盐渍土的。②养护前期,石灰同化土和麦秸秆加筋石灰固化土均呈塑性破坏;养护后期,均呈脆性破坏。麦秸秆加筋石灰同化土的破裂面较石灰固化土的不规则,没有类似石灰同化土的对称性破裂块。③低围压下,加筋土的约束力主要来自筋土间的摩阻力,土的破裂纹形态较高围压下的复杂。高围压下,约束力来自筋土摩阻力和围压的共同作用。④麦秸秆的加筋作用可有效地约束和阻止裂纹的发生和扩展。分区布筋时,土样的破坏主要发生于未加筋部位。麦秸秆和石灰共同加筋固化能有效地提高土的抗变形能力,是改善滨海盐渍土的一种可行的处理方法。