Tunnel Groundwater Inflow Measurement

The Australasian Institute of Mining and Metallurgy
R Witt M Lowing
Organization:
The Australasian Institute of Mining and Metallurgy
Pages:
4
File Size:
101 KB
Publication Date:
Jan 1, 2008

Abstract

Tanking of tunnels is now often specified when inflows exceed as little as 1 L/s/km with a unit distance of 100 m. To demonstrate inflows over a 100 m segment of a tunnel are less than 0.1 L/s with a standard error of 0.01 L/s by timed, gravity filled, volume measurement up and downstream of the segment, the measuring cylinder volume (L) must exceed 10 Q, where Q is the flow in L/s, and the number measurements taken and averaged must exceed 20 . If a standard error of 0.02 L/s is acceptable then 5Q2 measurements must be taken and averaged. If gravity filling is not possible then the number, n, of repeat pumped container measurement required is given by: where: is the 100 m section leakage is the volume filling time is the standard error of volume measurementZ is the standard normal variateK is a coefficient dependent on physical measurement conditions Based on analysis of field data an indicative coefficient of variation of volume measurement is ~0.05.
Citation

APA: R Witt M Lowing  (2008)  Tunnel Groundwater Inflow Measurement

MLA: R Witt M Lowing Tunnel Groundwater Inflow Measurement. The Australasian Institute of Mining and Metallurgy, 2008.

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