University of Wisconsin Digital Collections
Link to University of Wisconsin Digital Collections
Link to University of Wisconsin Digital Collections
Ecology and Natural Resources Collection

The effect of construction, installation, and development techniques on the performance of monitoring wells in fine-grained glacial tills : final report

Source:

Paul, Duane G.; Palmer, Carl D.; Cherkauer, Douglas S.
The effect of construction, installation, and development techniques on the performance of monitoring wells in fine-grained glacial tills : final report
Madison, Wisconsin: Wisconsin Department of Natural Resources, 1987
xvii, 230 pages : illustrations ; 28 cm

URL to cite for this work: http://digital.library.wisc.edu/1711.dl/EcoNatRes.PaulEffect

Search for word or phrase within this work:   

Contents

Wisconsin groundwater management practice monitoring project no. 18

[Title page], pp. [unnumbered]-[i]

Executive summary, pp. ii-iv

Recommendations, pp. v-vi

Abstract, pp. vii-viii

Table of contents, pp. ix-xi

List of figures, pp. xii-xiv

List of tables, pp. xv-xvi

List of appendices, p. xvii

Introduction, pp. 1-2

Previous studies, pp. 3-7

Methodology, pp. 8-9

Field equipment and laboratory tests, pp. 10-21

Field sites, pp. 22-26

Monitoring well installation and development, pp. 27-39

Turbidity, pp. 40-54

Slug-bail tests, pp. 55-91

Laboratory testing of soil samples, pp. 92-113

Comparison of field and laboratory results, pp. 114-126

Potential sources of error in the determination of hydraulic parameters from bail-slug tests, pp. 127-147

Summary of conclusions, pp. 148-150

Recommendations, pp. 151-152

Future work, pp. 153-155

References, pp. 156-160

Appendix I. Well screen flow rates and well screen dimensions used to determine screen hydraulic conductivities by a constant head test, pp. 161-163

Appendix II. Well construction data for well installation at site 1 and site 2, pp. 164-170

Appendix III. Slug and bail test data from sites 1 and 2 used to determine field hydraulic conductivity, pp. 171-202

Appendix IV. One-dimensional consolidation test data used to determine in-situ void ratio, laboratory hydraulic conductivity, and preconcolidation pressure of soil samples from field sites 1 and 2, pp. 203-224

Appendix V. Triaxial cell data used to determine the laboratory hydraulic conductivity of soil samples from sites 1 and 2, pp. 225-228

Appendix VI. Well elevation and screen midpoint data, pp. 229-230 ff.

[Cover]


Go up to Top of Page