The effects of carbon dioxide leakage on fractures, and water quality of potable aquifers during geological sequestration of CO2     

Wei ZHANG Yilian LI Tianfu XU Wei QIANG Shangping XIAO 《中国地球化学学报》2006,25(B08):58-58

Since industrial revolution, the ＂greenhouse effect＂ is one of the most important global environmental issues. Of all the greenhouse gases, CO2 is responsible for about 64% of the enhanced ＂greenhouse effect＂, making it the target for mitigation, so reducing anthropogenic discharge of carbon dioxide attracts more and more attention. Geological sequestration of CO2 in deep saline aquifers is one of the most promising options. But because unknown fractures and faults may exist in the caprock layers which can prevent the leakage of CO2, CO2 will leak upward into upper potable aquifers, and lead to adverse impacts on the shallow potable aquifers. In order to assess the potential effect of CO2 leakage from underground storage reservoirs on fractures and water quality of potable aquifers, this study used the non-isothermal reactive geochemical transport code TOUGHREACT developed by Xu et al to establish a simplified 2-D model of CO2 underground sequestration system, which includes deep saline aquifers, caprock layers, and shallow potable aquifers, and study and analyze the changes of mineral and aqueous components. The simulation results indicated that the minerals of deep saline aquifers and fractures should be mainly composed of aluminosilicate and silicate minerals, which not only enhance the mass of CO2 sequestrated by mineral trapping, but also decrease the porosity and permeability of caprock layers and fractures to prevent and reduce CO2 leakage. The results from deep saline aquifers showed that the mass of carbon dioxide trapped by minerals and solution phases is limited, the rest remained as a supercritical phase, and so once the caprock aquifers have some unknown fractures, the free carbon dioxide phase may leak from CO2 geologic sequestration reservoirs by buoyancy.  相似文献   

Overcoming flood and desiccation made by implementing artificial recharge toward absorption reservoir     

Teddy W. Sudinda Teddy 《中国地球化学学报》2006,25(B08):156-157

Flood and desiccation are perceived as two most critical and influential disasters which contradict between causes and consequences. Flood occurs when the water surface could no longer flow the whole water flow, thus, the water flooded. Contradicted to that, desiccation occurs when the water flow contains a low volume of water deposit, thus, the water requirement exceeds the available potential. That condition was caused by land utilization as the consequences due to the increased land requirement for housing or industrial needs. An attempt to overcome the flood, nowadays, is implemented mostly in a structural way, through building canals, implementing rivers normalization, building gateways or building flood control pump which are more directed toward the flood direction in order to increase the surface flow in an immediate maner to the sea. However, the effort to overcome the flood its self, could be more effective if followed by an effort to increase the soil ability to absorb natural recharge or artificial recharge or by refilling the water into the earth surface. Absorption reservoir used as one of technology alternatives （artificial recharge） could also be used to support the attempt to overcome flood and desiccation. Absorption reservoir is a dam which was designed according to the basic principles, such as the bottom surface of the reservoir that has a high permeability surface; the surface of the reservoir water is higher （higher aquifer） along with a high permeability, considering the availability of water source that has been absorbed and its quality; considering the aquifer category on the water absorption dam;  相似文献   

单斜构造岩溶含水层及其岩溶渗漏条件分析--以湖北水江坪河水电站河湾地块为例     

易连兴  张之淦  李孟德  李学政 《中国岩溶》2006,25(1)

通过对湖北水江坪河水电站河湾地块寒武系下统龙王庙组上段(∈21l)单斜岩溶含水系统的水动力、温度、水量均衡以及岩溶发育特征分析,提出在单斜岩层中存在2层岩溶结构和2层岩溶水系统,上层岩溶水系统的水位高于正常蓄水位(475m),而深层岩溶水系统的水位低于正常蓄水位(475m).在建库条件下,库水可通过深层岩溶水系统向河湾下游径流排泄,即河湾地块存在岩溶渗漏问题.该结论已得到深孔勘探以及钻孔彩色录像初步查证.  相似文献   

鲍店煤矿突水条件分析   总被引：3，自引：0，他引：3  

栾经辉 《中国煤田地质》2005,17(Z1):68-70

对影响鲍店3煤安金井采的3煤顶、底部砂岩和红层的水文地质条件进行了分析,对其突水特征作了简明讨论,应用突水判别模式对本矿十采区作了安全开采评价,划分了可能突水的工作面,对今后的安全开采有一定的指导意义.  相似文献   

鄂尔多斯盆地周边岩溶含水介质结构类型和量化统计分析     

梁永平  韩行瑞 《地质通报》2005,24(10):1048-1051

岩溶含水介质结构类型在一定程度上决定了岩溶地下水的富集与运移规律。根据鄂尔多斯盆地周边岩溶含水层的岩性、层组结构类型划分出了4种各具特色的岩溶含水介质结构类型，并对各类介质结构的钻孔单位涌水量进行了系统量化统计分析，为进一步认识鄂尔多斯盆地周边岩溶地下水的富集规律提供依据。  相似文献   

赵各庄煤矿深部带压开采可行性研究     

张壮路  洪益清田干 《煤田地质与勘探》2005,33(Z1):106-109

赵各庄矿14水平的提升高度为-1 200 m,而奥灰水头压力为11.76 MPa.通过研究赵各庄矿底板隔水层厚度及其阻隔水能力,讨论了充分利用有效隔水层,采用局部实施疏水降压开采等防治水技术的可能性;采用突水系数法及弹塑性力学分析法,论证了赵各庄矿深部带压开采煤炭资源的可行性.  相似文献   

浅析穿孔管骨架竹帘包裹过滤器在管井应用中存在的问题     

李丰德  鲁新平  车恒武 《地下水》2002,24(3):175-176

本文以昌吉地区东三县的奇台县为例，分析了穿孔管骨架竹帘包裹过滤器在管井应用中存在的问题及危害性，提出了防止对策措施。  相似文献   

多层地下水的水头分布   总被引：2，自引：2，他引：2  

周载阳 《岩土工程技术》2003,(2):67-68,119

地下水水头在含水层中的分布已有许多研究成果 ,但在相对隔水层中的分布还缺乏深入研究。主要讨论多层地下水的水头分布 ,尤其是含水层之间的相对隔水层中的地下水水头分布 ,在理论上探讨如何确定地下水对建筑物的浮力。  相似文献   

多 层 含 水 层 中 的 井 点 降 水          下载免费PDF全文

黄久华  王芳  胡祥胜 《探矿工程》2003,30(5):24-25

根据湖北省石首市第二水厂净水厂泵站地层为多层含水层的特点，在基坑施工中采用抽水井抽水和盲井导水相结合的降水方案，取得了较好的效果。  相似文献   

武汉长江底钻孔同位素单井法地下水流速、流向测试   总被引：4，自引：1，他引：4  

韩庆之  陈辉  万凯军  万讯平 《水文地质工程地质》2003,30(2):74-76,82

本文论述了在武汉市长江底部第四纪孔隙含水层中用单井稀释法测定地下水流速、流向实验的过程和结果。并对在这种试验条件下所得的测定结果进行分析讨论,得出了相应的结论。测试结果表明:武汉长江底部JC II 6号钻孔处地下水流向从上到下都受到地表长江水流的影响。上部受到影响大,而深部较弱,地下水流向从上到下逐渐向东偏转35°左右。上部中细砂层中的地下水流速,大于下部粗中砂层中地下水流速。本次测试由于测定点靠近江心地下水排泄带,其地下水和地表水的水头差0 5m左右,试验虽然采取了特殊的施工工艺,也还可能受到垂向流的微小影响,使测试结果中的水流速度比实际地下水水流速度可能要稍偏大些。但因本点水文地质条件决定了三段之间或地下水流和江水之间无明显的水头差,所以引起的误差不大,可以忽略不计。  相似文献