Hydraulic testing in granite using the sinusoidal variation of pressure
Black, J.H.; Holmes, D.C.; Noy, D.J.
Institute of Geological Sciences, Harwell (UK). Environmental Protection Unit1982
Institute of Geological Sciences, Harwell (UK). Environmental Protection Unit1982
AbstractAbstract
[en] Access to two boreholes at the Carwynnen test site in Cornwall enabled the trial of a number of innovative approaches to the hydrogeology of fractured crystalline rock. These methods ranged from the use of seisviewer data to measure the orientation of fractures to the use of the sinusoidal pressure technique to measure directional hydraulic diffusivity. The testing began with a short programme of site investigation consisting of borehole caliper and seisviewer logging followed by some single borehole hydraulic tests. The single borehole hydraulic testing was designed to assess whether the available boreholes and adjacent rock were suitable for testing using the sinusoidal method. The main testing methods were slug and pulse tests and were analysed using the fissured porous medium analysis proposed in Barker and Black (1983). Derived hydraulic conductivity (K) ranged from 2 x 10-12 m/sec to 5 x 10-7 m/sec with one near-surface zone of high K being perceived in both boreholes. The results were of the form which is typical of fractured rock and indicated a combination of high fracture frequency and permeable granite matrix. The results are described and discussed. (author)
Primary Subject
Secondary Subject
Source
Sep 1982; 30 p; DOE-RW--84.191
Record Type
Report
Report Number
Country of publication
Descriptors (DEI)
Descriptors (DEC)
Reference NumberReference Number
INIS VolumeINIS Volume
INIS IssueINIS Issue