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感潮河段盐度和缺氧水体时空分布规律研究
引用本文:许晓飞,王晓娟,刘凤霞,魏炜,李志义,刘志军,中村恭志,石川忠晴.感潮河段盐度和缺氧水体时空分布规律研究[J].环境科学学报,2015,35(9):2900-2909.
作者姓名:许晓飞  王晓娟  刘凤霞  魏炜  李志义  刘志军  中村恭志  石川忠晴
作者单位:1. 大连理工大学流体与粉体工程研究设计所, 大连 116024;2. 国立东京工业大学大学院综合理工学研究科环境理工学创造专攻, 东京 226-8503 日本,大连理工大学流体与粉体工程研究设计所, 大连 116024,大连理工大学流体与粉体工程研究设计所, 大连 116024,大连理工大学流体与粉体工程研究设计所, 大连 116024,大连理工大学流体与粉体工程研究设计所, 大连 116024,大连理工大学流体与粉体工程研究设计所, 大连 116024,国立东京工业大学大学院综合理工学研究科环境理工学创造专攻, 东京 226-8503 日本,国立东京工业大学大学院综合理工学研究科环境理工学创造专攻, 东京 226-8503 日本
基金项目:中央高校基本科研业务费专项资金资助项目(No. DUT13RC(3)44);辽宁省自然科学基金(No. 20121024); 教育部留学回国人员科研启动基金资助项目(第50批)
摘    要:感潮河段水体的物质输运规律及其时空分布不仅受径流、潮汐动力的双重影响,还受水闸调度等人类活动的影响.针对水闸调度影响下感潮河段复杂的水动力学及其伴随的物质输运过程,提出一种新的算盘式网格结构,建立了水动力学和物质输送的三维数学模型,考察了在径流、潮汐及水闸调度综合作用下,感潮河段水流密度分层的特点,并对水体中溶解氧和盐度的时空分布规律及其影响因素进行研究.结果发现,数值模拟计算结果与观测值吻合良好,表明所建立的三维数值模型可以很好地预测感潮河段的水流运动和物质输运规律.研究表明,感潮河段的缺氧水体首先出现在盐水楔的前端,在盐-淡水分层强度、盐水停留时间及水闸调度的综合作用下,出现溶解氧浓度持续降低的趋势,并导致缺氧水体范围从河口上游向下游扩展,随水闸的放流缺氧水体被冲刷的现象.

关 键 词:感潮河段  密度分层  溶解氧  盐度  数值模拟
收稿时间:2015/1/27 0:00:00
修稿时间:2015/4/13 0:00:00

Temporal and spatial distribution of salinity and hypoxia in a tidal river
XU Xiaofei,WANG Xiaojuan,LIU Fengxi,WEI Wei,LI Zhiyi,LIU Zhijun,NAKAMURA Takashi and ISHIKAWA Tadaharu.Temporal and spatial distribution of salinity and hypoxia in a tidal river[J].Acta Scientiae Circumstantiae,2015,35(9):2900-2909.
Authors:XU Xiaofei  WANG Xiaojuan  LIU Fengxi  WEI Wei  LI Zhiyi  LIU Zhijun  NAKAMURA Takashi and ISHIKAWA Tadaharu
Institution:1. R&D Institute of Fluid and Powder Engineering, Dalian University of Technology, Dalian 116024;2. Department of Environmental Science and Technology, Interdisciplinary Graduate School of Science and Engineering, Tokyo Institute of Technology, Tokyo 226-8503, Japan,R&D Institute of Fluid and Powder Engineering, Dalian University of Technology, Dalian 116024,R&D Institute of Fluid and Powder Engineering, Dalian University of Technology, Dalian 116024,R&D Institute of Fluid and Powder Engineering, Dalian University of Technology, Dalian 116024,R&D Institute of Fluid and Powder Engineering, Dalian University of Technology, Dalian 116024,R&D Institute of Fluid and Powder Engineering, Dalian University of Technology, Dalian 116024,Department of Environmental Science and Technology, Interdisciplinary Graduate School of Science and Engineering, Tokyo Institute of Technology, Tokyo 226-8503, Japan and Department of Environmental Science and Technology, Interdisciplinary Graduate School of Science and Engineering, Tokyo Institute of Technology, Tokyo 226-8503, Japan
Abstract:The mass transport and its temporal and spatial distributions in the tidal rivers are not only influenced by the river flow and tide, but also affected by human activities, such as the operation of barrage gate. Based on the abacus type grid system, a three-dimensional hydrodynamic and mass transport numerical model was constructed with the combined effects of tide, river flow and barrage gate operation. This model was applied to study the feature of density stratification, the temporal and spatial distribution of salinity and dissolved oxygen concentration as well as impact factors in a tidal river. The result of computing results agree well with the observed data, indicating that the three-dimensional model has the capability to simulate the hydrodynamics and mass transport in the tidal river. It is found that the hypoxic water body took place initially at the front of the salt wedge. Under the comprehensive influences of salinity stratification strength, residence time of sea water and the barrage gate operation, the trend of a continuously decreasing dissolved oxygen concentration began to arise, which was followed by the extention of hypoxic water body from upstream to downstream of the estuary and subsequently the flush of hypoxic water body caused by the open barrage gate.
Keywords:tidal river  density stratification  dissolved oxygen  salinity  numerical simulation
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