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船闸紊动水体降解有机物的机理研究与应用 被引量:2

Study on Mechanics of Organics' Degradation by Shiplock's Turbulent Water and the Application
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摘要 通过模拟实验与现场监测验证表明,葛洲坝船闸在不同的运行工况状态下产生的水流紊动强度和动能差异大,水体复氧速度、有机物降解速率不一,其生化需氧量浓度呈明显的变化。紊动使水文流场更加复杂,河流水力学性质由层流转变为紊流、回流、混合流,表现了典型的非线性机理特征。认为紊动动能k对降解速率k1的影响关系符合"一级反应"理论,建立了影响关系函数表达式。应用紊动水体对有机物降解机理关系,可利于水体的充氧,改善船闸水域的水环境质量。 The result of model test and site monitoring indicates that the turbulence's strength and kinetic energy induced by Gezhouba shiplock differ greatly under various working conditions. Water's oxygen restoring speed and organics" degradation rate are also different, thus the biochemical oxygen demands change obviously. Turbulence makes the hydrological flow field more complicated, and the hydraulic characters become turbulent flow, back-flow and mixed flow, which shows representative nonlinearity. It is regarded that the influence of turbulence's kinetic energy k on degradation speed kl accords with " one-level reaction" theory. Relevant functional expression for the " affection relation" is established, which is beneficial to water's oxygen restoring and improvement of water environment of the lock.
出处 《水运工程》 北大核心 2008年第7期132-137,共6页 Port & Waterway Engineering
基金 三峡大学重大科技基金项目(2004D25)
关键词 紊动 葛洲坝船闸 有机物降解 验证 turbulence Gezhouba lock degradation of organics verification
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参考文献6

  • 1A.K. Misra, Peeyush Chandra, J.B. Shukla. Mathematical modeling and analysis of the depletion of dissolved oxygen in water bodies Nonlinear Analysis[J]. Real World Applications, 2006,7(5): 980-996.
  • 2赵文谦,李嘉,傅师鹏.同心圆柱套筒内流动特性研究[J].水动力学研究与进展(A辑),1999,14(3):370-376. 被引量:8
  • 3Ewa Liwarska-Bizukojc. Effect of anionic and nonionic surfactants on the kinetics of the aerobic heterotrophic biodegradation of organic matter in industrial wastewater[N].Water Research, In Press, Corrected Proof, 2007-09-21.
  • 4P,. Mohee, G.D. Unman; A. Mudhoo, P. Khadoa Biodegradability of biodegradable/degradable plastic materials under aerobic and anaerobic conditions[N]. Waste Management, In Press, Corrected Proof, 2007-09-10.
  • 5于宝海,曹玉芬.船闸引航道水力与停泊条件的分析[J].中国港湾建设,2007,27(4):5-7. 被引量:4
  • 6Chung-Huei Liang, Pen-Chi Chiang. Mathematical model of the non-steady-state adsorption and biodegradation capacities of BAC filters[J]. Journal of Hazardous Materials, 2007, 139(1): 316-322.

二级参考文献11

  • 1周华兴,郑宝友,王化仁.船闸灌泄水引航道内波幅与比降研究[J].水道港口,2005,26(2):103-108. 被引量:13
  • 2陈景仁 臧国才 等.湍流模型及其有限分析法[M].上海:上海交通大学出版社,1989,2..
  • 3倪浩清 周力行.明渠弯道环境水力学的几种改进湍流模型.第二届全国环境水力学学术会议论文集[M].,1992,10..
  • 4倪浩清,第二届全国环境水力学学术会议论文集,1992年
  • 5金忠青,N-S方程的数值解及紊流模型,1989年
  • 6陈景仁,湍流模型及其有限分析法,1989年
  • 7张政(译),传热与流体流动的数值计算,1984年
  • 8JTJ305-2001.船闸总体设计规范[S].[S].,..
  • 9JTJ306-2001.船闸输水系统设计规范[S].[S].,..
  • 10GB50139-2004.内河通航标准[S].[S].,..

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