Ma Jiuchen, Wu chunbin, Z. Zhigang, Medium Grade Energy
{"title":"Influence of Recharge Solution Salinity upon the Thermal Transfer Characteristics in Energy Storage Superficial Brackish Aquifers","authors":"Ma Jiuchen, Wu chunbin, Z. Zhigang, Medium Grade Energy","doi":"10.16058/j.issn.1005-0930.2015.04.017","DOIUrl":null,"url":null,"abstract":"Due to the hydrogeologic particularity of brackish aquifers,a three-dimensional couple numerical model of groundwater flow and heat transferring and solute movement in brackish aquifers was established based upon the thermal and mass transferring in porous media. The calibrated numerical model was used to probe into the thermal transfer characteristics and the variation regularity of the geo-temperature field in different modes of recharge solution salinity with the brackish aquifer energy storage system in Tianjin as an example. The simulated calculation indicates that the change rate of the thermal effects radius is 0. 313,-0. 016.0. 348,-0. 04 m / d in the coarse silt aquifer when the 1∶ 1 mixed solution and the deionization solution recharge during the heat storage period of summer and the intermittent recovery period of next spring separately. The results show that the seepage velocity of groundwater increases while the recharge solution salinity decreases during the energy storage stage,which intensifies heat convection and thermodispersion and then increases the influence scope and range of the recharge solution temperature field. During the intermittent stage,the salinity gradient between the original brackish solution and solution recharge becomes larger when the injection salinity decreases and the mechanical dispersion capability becomes stronger,which shrinks the thermal effects radius of the infiltration solution in brackish aquifers.","PeriodicalId":34897,"journal":{"name":"应用基础与工程科学学报","volume":"1 1","pages":"823-835"},"PeriodicalIF":0.0000,"publicationDate":"2015-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"应用基础与工程科学学报","FirstCategoryId":"1087","ListUrlMain":"https://doi.org/10.16058/j.issn.1005-0930.2015.04.017","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q3","JCRName":"Engineering","Score":null,"Total":0}
引用次数: 0
Abstract
Due to the hydrogeologic particularity of brackish aquifers,a three-dimensional couple numerical model of groundwater flow and heat transferring and solute movement in brackish aquifers was established based upon the thermal and mass transferring in porous media. The calibrated numerical model was used to probe into the thermal transfer characteristics and the variation regularity of the geo-temperature field in different modes of recharge solution salinity with the brackish aquifer energy storage system in Tianjin as an example. The simulated calculation indicates that the change rate of the thermal effects radius is 0. 313,-0. 016.0. 348,-0. 04 m / d in the coarse silt aquifer when the 1∶ 1 mixed solution and the deionization solution recharge during the heat storage period of summer and the intermittent recovery period of next spring separately. The results show that the seepage velocity of groundwater increases while the recharge solution salinity decreases during the energy storage stage,which intensifies heat convection and thermodispersion and then increases the influence scope and range of the recharge solution temperature field. During the intermittent stage,the salinity gradient between the original brackish solution and solution recharge becomes larger when the injection salinity decreases and the mechanical dispersion capability becomes stronger,which shrinks the thermal effects radius of the infiltration solution in brackish aquifers.
基于微咸含水层水文地质的特殊性,基于多孔介质中的传热传质,建立了微咸含水层地下水流动传热与溶质运动的三维耦合数值模型。以天津市微咸含水层蓄能系统为例,利用标定后的数值模型,探讨了不同补给液盐度模式下地温场的传热特征及变化规律。模拟计算表明,热效应半径的变化率为0。313年,0。016.0. 348年,0。以1∶1混合溶液和去离子溶液分别在夏季蓄热期和明年春季间歇恢复期回灌时,在粗粉土含水层中分别为0.04 m / d。结果表明:蓄能阶段地下水渗流速度增大,补给液盐度降低,热对流和热分散加剧,增加了补给液温度场的影响范围和范围;在间歇期,随着注入矿化度的降低和机械分散能力的增强,原始微咸溶液与回注溶液之间的盐度梯度变大,微咸含水层入渗溶液的热效应半径变小。