Interpreting Slug Tests with Large Data Sets

被引:0
|
作者
Chapuis, Robert P. [1 ]
机构
[1] Ecole Polytech, Dept Civil Geol & Min Engn, Stn CV, Montreal, PQ H3C 3A7, Canada
来源
GEOTECHNICAL TESTING JOURNAL | 2009年 / 32卷 / 02期
基金
加拿大自然科学与工程研究理事会;
关键词
permeability test; slug test; variable-head; monitoring well; pressure transducer; soil; rock; HEAD PERMEABILITY TESTS; DEFECTIVE BOREHOLE SEALS; COMPACTED CLAY LINERS; FLUSH-JOINT CASINGS; HYDRAULIC CONDUCTIVITY; MONITORING WELLS; DIAMETER; AQUIFER; SCREEN; LEVEL;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Pressure transducers are frequently used to monitor slug tests, and to collect a data set for height Z of water column versus time t. Direct application of the data to draw a velocity graph usually produces a wide scatter, thus limiting the usefulness of the velocity graph method. This paper proposes to interpret the data set in five steps. First, a Z(t) plot is drawn to assess the uncertainty in the Z data. Second, a limited number of data points are selected to reduce the uncertainty to about +/- 10 % in the velocity graph. Third, the velocity graph is drawn to obtain the hydraulic conductivity k and the piezometric error H-0, if any, giving the piezometric level for the test. Fourth, the graph of ln(Z H-0) versus t is drawn to verify its linearity and check the k value of the velocity graph. Fifth, the graph of Z versus log(10)(t) can be used in a curve fitting process to yield directly both H-0 and k, thus providing a second method to interpret the data set, which may be the only one possible when the Z(t) data are inaccurate. Examples are provided to illustrate the five steps and common problems.
引用
收藏
页码:139 / 146
页数:8
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