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借助渗流槽开发水动力弥散实验
引用本文:李铎,曹继星. 借助渗流槽开发水动力弥散实验[J]. 河北工程技术高等专科学校学报, 2011, 0(3): 12-14
作者姓名:李铎  曹继星
作者单位:石家庄经济学院工程学院,河北石家庄,050031
基金项目:河北省高等教育教学改革项目(104030); 河北省“地下水动力学”精品课程建设项目
摘    要:在传统的地下水动力学实验中,利用渗流槽只进行河间地块的稳定渗流模拟实验以求取渗透系数。文中利用渗流槽开发了水动力弥散实验,进一步扩展了渗流槽的实验范围,增加了地下水动力学的实验项目,并详细阐述了实验原理和实验步骤。

关 键 词:渗流槽  水动力学  弥散实验  弥散系数  弥散度

Improving Dynamical Dispersion Experiment by Utilizing Seepage Canal
LI Duo,CAO Ji-xing. Improving Dynamical Dispersion Experiment by Utilizing Seepage Canal[J]. Journal of Hebei Engineering and Technical College Quarterly, 2011, 0(3): 12-14
Authors:LI Duo  CAO Ji-xing
Affiliation:LI Duo,CAO Ji-xing(College of Engineering,Shijiazhuang University of Economics,Shijiazhuang 050031,China)
Abstract:In the traditional groundwater dynamics experiment,seepage canal is just applied for getting infiltration coefficient in the stable seepage canal simulation experiment in the area between rivers.In this paper,seepage canal is applied for developing dispersion experiment of water dynamics.This experiment not only extends the experimental range of seepage canal,but also increases experimental projects of groundwater dynamics.In addition,the experimental theory and steps have been explained in detail.
Keywords:seepage canal  hydrodynamics  dispersion experiment  dispersion coefficient  dispersivity  
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