Case Study 01
Collapsed Surge Tunnel Investigation
Not for disclosure
The client had a major collapse at a fault crossing a 1940’s head race tunnel. This tunnel supplied water to a hydro-electric power station and the collapse restricted the flow of water and power generation capacity.
Rocks, clay material and wooden square sets had flowed down stream for over 100m from the failure.
Understanding the depth and height of the failure was important for designing the by-pass development and understanding the failure mechanism for potential interaction with the surface. Access to the failure area was only available via a surge shaft into the tunnel as directly above the failure area is a National Park.
MINELiDAR completed a hand-held scan of the existing 1940’s development up to the failure. We then customised a skid with a pole to be able to safely get the unit inside of the failure void.
tunnel profile from the surge shaft to debris flow clearly showing the blasting profile from the original 1940’s development
along the debris flow showing block sizes and allowed an estimate of volume of failure
into the failure where the use of LiDAR intensity clearly identified a dyke within the fault zone and fault offsets through the dyke
the failure surface and rill of failed material
failure dimensions measured and failure volume calculated to feed back to bypass tunnel design engineers