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简易垃圾填埋场渗滤液地下水溶质运移数值模拟 被引量:15

Numerical Simulation of Mass Transport of Simple Landfill Leachate in Groundwater
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摘要 简易垃圾填埋场防渗措施薄弱,渗滤液易发生渗漏污染土壤,随着时间的累积通过包气带进入含水层对地下水水质安全构成威胁。以西南山区凉山州某简易垃圾填埋场为研究对象,利用Visual MODFLOW软件建立了该简易垃圾填埋场及其周围地下水渗流场和溶质运移数值模型,通过MT3DMS模块模拟垃圾渗滤液在不同渗漏工况下地下含水层中高锰酸盐指数(COD_(Mn))和氨氮(NH^+_4-N)的运移规律,并预测垃圾填埋场封场5年和10年后地下水中COD_(Mn)和NH^+_4-N浓度的变化情况。结果表明:该简易垃圾填埋场在HDPE土工膜上漏洞率为0.5、GCL黏土出现轻微开裂现象时,填埋场区下方地下水中COD_(Mn)在5年后的超标范围为972 m^2,中心污染物浓度为4.0 mg/L,地下水中NH^+_4-N在10年后的超标范围为12 500 m^2,中心污染物浓度为1.0 mg/L;在HDPE土工膜上漏洞率为1.0、GCL黏土出现严重开裂现象时,填埋场区下方地下水中COD_(Mn)在5年后的超标范围为36 261 m^2,中心污染物浓度为20 mg/L,地下水中NH^+_4-N在10年后的超标范围为19 083 m^2,中心污染物浓度为3.5 mg/L。该研究可为渗滤液污染的有效防治以及地下水监测方案的制定提供理论依据。 The anti-leakage measures of simple landfills are usually weak,and thus the leachate is prone to leakage and pollutes soil.The contaminants in leachate could reach the groundwater table through vadose zone,posing a threat to groundwater quality. Taking a simple landfill in Liangshan Prefecture in China southwestern mountainous area as an example, this paper establishes the groundwater seepage field and mass transport model in the landfill by Visual MODFLOW, then simulates the fates of CODMn and NH4^+-N in the aquifer by MT3DMS, and finally predicts CODMn and NH4^+-N concentrations in groundwater after 10 years of landfill closure.The results show that given 50 percent damage of HDPE and slight cracking of GCL clay,the area of CODMn contamination plume in the aquifer expands to 972 m^2 after 5 years,and CODMn concentration in the centre plume is 4.0 mg/L;the area of NH4^+-N contamination plume in the aquifer expands to 12 500 m^2 after 10 years,and NH4^+-N concentration in the center plume is 1.0 mg/L.Given 100 percent damage of HDPE and serious cracking of GCL clay,the area of CODMn contamination plume in the aquifer expands to 36 261 m^2 after 5 years,and CODMn concentration in the centre plume is 20.0 mg/l;the area of NH4^+-N contamination plume in the aquifer expands to 19 083 m^2 after 10 years,and NH4^+-N concentration in the centre plume is 3.5 mg/L.Simulating the effects of leachate leakage on groundwater can provide the theoretical support for the design of landfill leakage controlling and groundwater monitoring system.
作者 廖镭 张涵 郭珊珊 LIAO Lei;ZHANG Han;GUO Shanshan(Faculty of Geosciences and Environmental Engineering,Southwest Jiao Tong University,Chengdu 611756,China)
出处 《安全与环境工程》 CAS 北大核心 2019年第2期76-83,共8页 Safety and Environmental Engineering
基金 国家自然科学基金项目(51509215) 成都市科技局科技惠民项目(2015HM0100350SF)
关键词 简易垃圾填埋场 渗滤液 地下水污染 水质预测 VISUAL MODFLOW软件 数值模拟 simple landfill leachate groundwater pollution water quality prediction Visual MODFLOW software numerical simulation
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  • 1倪晋仁,邵世云,叶正芳.垃圾渗滤液特点与处理技术比较[J].应用基础与工程科学学报,2004,12(2):148-160. 被引量:71
  • 2YIN Hai-long,XU Zu-xin,LI Huai-zheng,LI Song.NUMERICAL MODELING OF WASTEWATER TRANSPORT AND DEGRADATION IN SOIL AQUIFER[J].Journal of Hydrodynamics,2006,18(5):597-605. 被引量:6
  • 3张丽君.地下水脆弱性和风险性评价研究进展综述[J].水文地质工程地质,2006,33(6):113-119. 被引量:76
  • 4中华人民共和国建设部.岩土工程勘察规范(GB50021-2001)[s].北京:中国建筑工业出版社,2009.
  • 5U. S EPA, Solid Waste Disposal Facility Criteria Technical Manu- al, 1998.
  • 6环境保护部.生活垃圾填埋场污染控制标准(GB16889-2008)[S].北京:中国环境科学出版社,2008.
  • 7Baker A, 2005. Fluorescence tracing of diffuse landfill leachate contamination in rivers. Water, Air, and Soil Pollution. 163(1-4): 229-244.
  • 8Baker A, Curry M, 2004. Fluorescence of leachates from three contrasting landfills. Water Research, 38:2605-2613.
  • 9Baker A, Inverarity R, 2004. Protein-like fluorescence intensity as a possible tool for determining river water quality. Hydrololgy Processes, 18: 2927-2945.
  • 10Bilgili M S, Demir A, Ozkaya B, 2007. Influence of leachate recirculation on aerobic and anaerobic decomposition of solid wastes. Journal of Hazardous Materials, 145: 186- 194.

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