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大沽河下游咸水修复试验及方案的优化研究 被引量:4
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作者 刘玉红 郑西来 张淑慧 《工程勘察》 CSCD 2012年第10期38-42,共5页
在系统分析大沽河下游李哥庄地区水文地质条件的基础上,利用Visual MODFLOW的SEAWAT模块建立了研究区的水流和溶质运移模型,运用水位和浓度监测资料对模型进行了识别和检验。在示范区内进行了咸水修复试验,但效果不够显著,因此利用模型... 在系统分析大沽河下游李哥庄地区水文地质条件的基础上,利用Visual MODFLOW的SEAWAT模块建立了研究区的水流和溶质运移模型,运用水位和浓度监测资料对模型进行了识别和检验。在示范区内进行了咸水修复试验,但效果不够显著,因此利用模型对修复方案进行了优化,最终确定了两种方案。结果表明,抽注水方案一和二对于示范区咸水体的修复是可行和有效的;在系统停止运行后的自然状态下,修复效果能够长期维持下去;抽注水方案二更为快速、彻底,且总抽注水量小。 展开更多
关键词 SEAWAT 数值模拟 咸水修复
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淡水垂向回注修复地下咸水试验研究
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作者 张博然 周志芳 +1 位作者 郭巧娜 朱书梅 《人民黄河》 CAS 北大核心 2018年第7期73-77,共5页
采用一维垂向模型连续注水试验,在不同注水方向、不同注水速率条件下模拟淡水垂向回注修复地下咸水。在试验模拟基础上建立一维变密度水流运动和溶质运移数学模型,通过数值模拟分析变密度流体垂直异向流动规律,并探讨了最有效的咸水淡... 采用一维垂向模型连续注水试验,在不同注水方向、不同注水速率条件下模拟淡水垂向回注修复地下咸水。在试验模拟基础上建立一维变密度水流运动和溶质运移数学模型,通过数值模拟分析变密度流体垂直异向流动规律,并探讨了最有效的咸水淡化模式,结果表明:在相同注水速率条件下,顺重力方向注水修复地下咸水体相较于逆重力方向来说试验用时短,用水总量小,是一种更为有效的修复方法;随着注水速率的减小,修复所用时间大幅增加,总用水量减小,但注水速率较小时分子扩散作用的影响不可忽略。 展开更多
关键词 地下咸水修复 变密度 注水速率 注水方向
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Applications of Water Sensitivity In Situ Remediation at Saltwater-Freshwater Interface
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作者 韩志勇 郑西来 陈继红 《Transactions of Tianjin University》 EI CAS 2009年第2期150-155,共6页
Based on the laboratory experiments with the saltwater and freshwater replacing each other in the level sand column, taking the kaolin, illite, smectite, bivalent hydrargyrum ion (Hg^2+) and "phenol (C6H5OH) as ... Based on the laboratory experiments with the saltwater and freshwater replacing each other in the level sand column, taking the kaolin, illite, smectite, bivalent hydrargyrum ion (Hg^2+) and "phenol (C6H5OH) as examples, this paper studies the applications of water sensitivity in situ remediation in saltwater-freshwater transition zone. In the water sensitivity process, the release and migration of clay minerals can make the hydraulic conductivity (HC) decrease and pollutants remove. A new type of low penetrable or impenetrable purdah can be built by adding clay minerals into the sand media to replace the underground concrete impenetrable wall to prevent seawater intrusion, and a number of the heavy metals and organic pollutants in the sand media can be removed by in situ remediation. The results show that the content of kaolin and illite influences the water sensitivity process slightly, and HC of the sand columns descends from 0.011 cm/s to 0.001 4 cm/s and 0.001 2 cm/s respectively even if the content reaches 12% (weight ratio, sic passim). However, for smectite, HC descends sharply to about 1 × 10^-8 cm/s when its content reaches 4%, and no water can flow through the sand columns beyond 5%. The particle release and migration processes can remove the Hg^2+ and C6HsOH out of the sand columns efficiently, the removing rate of Hg^2+ is 31.68% when the freshwater and saltwater are filtered through the sand columns polluted by Hg^2+, while it is 67.55% when the water sensitivity occurs. With the same method, the removing rates of C6H5OH under the fluid flow and water sensitivity are 55.71% and 43.43% respectively. 展开更多
关键词 saltwater-freshwater interface water sensitivity in situ remediation hydraulic conductivity
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