Measuring in situ vertical hydraulic conductivity in tidal environments

被引:19
作者
Wang, Xuejing [1 ,2 ,3 ]
Li, Hailong [1 ,2 ,3 ]
Yang, Jinzhi [1 ,2 ]
Wan, Li [1 ,2 ]
Wang, Xusheng [1 ,2 ]
Jiang, Xiaowei [1 ,2 ]
Guo, Huaming [1 ,2 ,3 ]
机构
[1] China Univ Geosci, MOE Key Lab Groundwater Circulat & Environm Evolu, Beijing 100083, Peoples R China
[2] China Univ Geosci, Sch Water Resources & Environm, Beijing 100083, Peoples R China
[3] China Univ Geosci, State Key Lab Biogeol & Environm Geol, Beijing 100083, Peoples R China
基金
中国国家自然科学基金;
关键词
Multi-diameter falling-head method; Hydraulic conductivity; Least-squares method; Finite-difference estimates; Intertidal sediments; FALLING-HEAD TECHNIQUE;
D O I
10.1016/j.advwatres.2014.05.004
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The hydraulic conductivity of intertidal sediments plays an important role in quantifying seawater-groundwater interactions. However, its accurate and economical in situ evaluation is difficult since available in situ methods do not apply in intertidal zones due to periodic tidal fluctuations. Here a new apparatus is presented for measuring the sediments' vertical hydraulic conductivity in tidal environments and a simple, finite-difference data analysis method is proposed to estimate this key parameter. The new apparatus is easy to operate, and is able to measure in situ vertical hydraulic conductivity ranging from 10(-7) m/s to 10(-2) m/s in tidal environments within one hour. A posteriori error of the finite-difference approximation method is estimated to have the same magnitude order as the square of the nondimensionalized observation time interval K Delta t/((RdLv)-L-2) (here At is the observation time interval, R-d is the diameter ratio of the falling-head water-container standpipe to the undisturbed in situ sediment sample, K is the vertical hydraulic conductivity, and L-v is the sample length), which is usually a very small number. The new apparatus and finite-difference method were verified by numerical simulations and many in situ experiments in several coastal case study sites of Bohai Sea, PR China. The finite-difference method has adequate accuracy in estimating the hydraulic conductivity compared with the traditional least-squares fitting method. The relative error between the estimates by the two methods is less than 9.41% and averages 1.22% for all experiments. The new apparatus and simple finite-difference method are recommended for in situ experiment that have many advantages such as economy, efficiency, reliability, and simplicity. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:118 / 130
页数:13
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