中国环境科学
 
 
中国环境科学  2017, Vol. 37 Issue (12): 4585-4595    DOI:
水污染与控制 最新目录| 下期目录| 过刊浏览| 高级检索 |
某污染场地氨氮迁移过程模拟研究
杜青青1, 尹芝华1, 左锐1, 王金生1, 杨洁1, 滕彦国1, 翟远征1,2
1. 北京师范大学水科学研究院, 地下水污染控制与修复教育部工程研究中心, 北京 100875;
2. 中国地质科学院岩溶地质研究所, 国土资源部广西岩溶动力学重点实验室, 广西 桂林 541004
Migration process simulation of ammonia nitrogen in contaminated site
DU Qing-qing1, YIN Zhi-hua1, ZUO Rui1, WANG Jin-sheng1, YANG Jie1, TENG Yan-guo1, ZHAI Yuan-zheng1,2
1. Engineering Research Center of Groundwater Pollution Control and Remediation, Ministry of Education, College of Water Sciences, Beijing Normal University, Beijing 100875, China;
2. Institute of Karst Geology, Chinese Academy of Geological Sciences, Karst Dynamics Laboratory, Ministry of Land and Resources and Guangxi Zhuang Autonomous Region, Guilin 541004, China

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摘要 以某废水排放场地为例,利用HYDRUS-1D软件构建土壤水分运动和溶质运移模型,模拟废水中氨氮成分在该场地非饱和带和饱和带中的富集,迁移和衰减过程,从而定量识别和预测含氨氮废水在排放期间及排放后对土壤和地下水的影响.结果表明,含氨氮废水在排污场地的垂向入渗过程中发生明显的吸附解吸作用,加上氨氮的反应衰减,使得氨氮浓度在垂向上呈现出逐渐降低的波浪式推移变化过程.废水排放事件对排放场地的土壤和地下水造成了明显影响,使地下水面处氨氮的浓度最高时可达867mg/L超过当地地下水背景值(0.106mg/L)8178倍,同时超过《地下水质量标准》(GB/T 14848-93)中的Ⅲ类标准限值(0.2mg/L)4334倍,对地下水功能造成了损害.但是由于及时切断了污染源,终止了排放行为,模拟预测结果显示停排330d后土壤中氨氮的浓度接近0,地下水中氨氮的浓度低于2mg/L.
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杜青青
尹芝华
左锐
王金生
杨洁
滕彦国
翟远征
关键词 氨氮污染场地迁移衰减参数反演HYDRUS-1D非饱和-饱和带    
Abstract:In order to identify and predict the impact on soil and groundwater quantitatively due to ammonia nitrogen wastewater discharge, the soil water migration and solute transport model was built by using HYDRUS-1D software to simulate the process of migration and attenuation of ammonia nitrogen in the unsaturated-saturated zone of wastewater discharge area in this paper. The results showed that the adsorption-desorption phenomenon existed in the process of ammonia nitrogen wastewater vertical infiltration. Besides, the concentration of ammonia nitrogen showed a gradual wave-like decline vertically with attenuation of ammonia nitrogen. The wastewater discharge had a significant impact on the soil and groundwater of the site. The concentration of ammonia nitrogen in the groundwater table was raised to 867mg/L, which was 8178 times higher than the local groundwater background value (0.106mg/L) and 4334 times than Ⅲ grade groundwater quality standard (GB/T 14848-93)(0.2mg/L). The groundwater function was damaged. However, due to the timely cut off the pollution source and the termination of the discharge behaviour, concentration of ammonia in the soil was close to 0after 330 days suspension period and groundwater ammonia concentration was less than 2mg/L.
Key wordsammonia nitrogen    contaminated sites    migration    parameter inversion    HYDRUS-1D    unsaturated-saturated zone   
收稿日期: 2017-05-14     
: X523  
基金资助:岩溶动力学重点实验室基金资助项目(KDL201505);国家水体污染控制与治理科技重大专项资助项目(2014ZX07201-010)
通讯作者: 翟远征,副教授,diszyz@163.com     E-mail: diszyz@163.com
作者简介: 杜青青(1994-),女,河北邯郸人,北京师范大学硕士研究生,主要从事地下水数值模拟技术研究.
引用本文:   
杜青青, 尹芝华, 左锐, 王金生, 杨洁, 滕彦国, 翟远征. 某污染场地氨氮迁移过程模拟研究[J]. 中国环境科学, 2017, 37(12): 4585-4595. DU Qing-qing, YIN Zhi-hua, ZUO Rui, WANG Jin-sheng, YANG Jie, TENG Yan-guo, ZHAI Yuan-zheng. Migration process simulation of ammonia nitrogen in contaminated site. CHINA ENVIRONMENTAL SCIENCECE, 2017, 37(12): 4585-4595.
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