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潮白河冲洪积扇典型包气带剖面反硝化强度垂向空间分布规律
引用本文:耿宏志,郇环,李鸣晓,张莹,从辉,席北斗.潮白河冲洪积扇典型包气带剖面反硝化强度垂向空间分布规律[J].环境科学,2018,39(11):4972-4980.
作者姓名:耿宏志  郇环  李鸣晓  张莹  从辉  席北斗
作者单位:防灾科技学院地震科学系;中国环境科学研究院国家环境保护地下水污染模拟与控制重点实验室;长安大学环境科学与工程学院;吉林体育学院;;防灾科技学院地震科学系;...;西安建筑科技大学土木工程...;浙江大学建筑设计研究院上...;清华大学水利水电工程系水...;华北水利水电大学;郑州航...;北京工业大学城市交通学院...;安徽财经大学财政与公共管...;山东大学土建与水利学院;;南京财经大学;
基金项目:国家自然科学基金项目(41602260);中央高校基本科研业务费专项(ZY20170312);北京市自然科学基金项目(8164066);国家水体污染控制与治理科技重大专项(2017ZX07107-005-06,2018ZX07109-003)
摘    要:以北京市潮白河冲洪积扇区域为研究区,选取两个典型剖面(S6和S8),通过测定不同采样深度(0~10 m)包气带反硝化强度值,分析了包气带反硝化强度的垂向空间分布特征,并识别了包气带反硝化强度垂向分布规律的影响因素.结果表明,典型剖面上各包气带土样的反硝化过程NO_3~--N浓度经历了上升、下降、上升这3个主要阶段; S6和S8剖面包气带反硝化强度取值分别为0. 002 6~0. 018 5 mg·(kg·d)~(-1)和0. 001 7~0. 023 3 mg·(kg·d)~(-1),总体反硝化强度水平较低;剖面垂向空间的反硝化强度总体呈现"S"型变化趋势; S6和S8剖面包气带反硝化强度的主控因素包括黏粒、硝酸盐、亚硝酸盐,并与以ACE和Shannon指数为代表的微生物多样性及反硝化菌亚硝酸盐还原酶基因nir K在一定深度范围内相关性显著.

关 键 词:潮白河  包气带  反硝化强度  垂向分布  影响因素
收稿时间:2018/3/4 0:00:00
修稿时间:2018/5/17 0:00:00

Vertical Spatial Distribution of Denitrification Intensity in the Vadose Zone of Typical Sections of Chaobai River Alluvial Fan
GENG Hong-zhi,HUAN Huan,LI Ming-xiao,ZHANG Ying,CONG Hui and XI Bei-dou.Vertical Spatial Distribution of Denitrification Intensity in the Vadose Zone of Typical Sections of Chaobai River Alluvial Fan[J].Chinese Journal of Environmental Science,2018,39(11):4972-4980.
Authors:GENG Hong-zhi  HUAN Huan  LI Ming-xiao  ZHANG Ying  CONG Hui and XI Bei-dou
Institution:Department of Earthquake Science, Institute of Disaster Prevention, Langfang 065201, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Chinese Research Academy of Environmental Sciences, Beijing 100012, China,Department of Earthquake Science, Institute of Disaster Prevention, Langfang 065201, China,School of Environmental Science and Engineering, Chang''an University, Xi''an 710054, China and State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Chinese Research Academy of Environmental Sciences, Beijing 100012, China
Abstract:In this study, the Chaobai River alluvial fan area, Beijing City, was chosen as the study area, and two typical profiles (S6 and S8) were selected to determine the denitrification intensity value of the vadose zone at different sampling depths (0-10 m). The vertical spatial distribution of denitrification in the vadose zone was analyzed, and the influencing factors of the vertical distribution of denitrification strength in the aeration zone were identified. The results showed that the NO3--N concentrations in the denitrification process of soil samples in different vadose zones experienced three main stages:rising, falling, and rising. The vadose zone denitrification intensities in S6 and S8 ranged from 0.0026 to 0.0185 mg·(kg·d)-1 and 0.0017 to 0.0233 mg·(kg·d)-1, respectively. That the overall denitrification intensity was low. The denitrification intensity of the vertical space showed an "S"-type trend. The main controlling factors for denitrification intensity in S6 and S8 vadose zones included clay, nitrate, and nitrite and showed significant correlations with the diversity of microorganisms, such as the ACE and Shannon indices, and the nitrate reductase (nirK) gene of denitrifying bacteria at a certain depth range.
Keywords:Chaobai River  vadose zone  denitrification intensity  vertical distribution  influencing factor
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