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Channel Lining | Eagle Gold Mine, Canada

Erosion Control and Channel Lining for Two Spillways

Project Overview

In May 2019, Concrete Canvas® GCCM (CC)  was installed as an erosion control liner for two spillways. The first connects the heap leach pad to an events pond and the second, an emergency spillway for the events pond. The spillways formed part of the Eagle Gold Mine operated by Victoria Gold, located in northern Yukon, approximately 200km from the Alaskan Border. The local area is subjected to seasonal variance of 20° to -30°C.

Eagle Gold Mine site
Main spillway
8240
of CC8 & CC13 were used to provide erosion control
750
installed per day in temperatures of 15°C
140m
long spillway at 50% gradient

Solution

The spillways were designed to convey any overtopped heap leachate in the case of extreme weather events. The spillway would only likely experience any flow in the case of a 200-year storm event. The site is heavily monitored by the Canadian mining regulator and Ministry of Mining.

  • The main spillway is approximately 500m in length with profile sections of 5-8m at 7-15% gradient.
  • The emergency spillway is approximately 140m in length of varying width at 50% gradient.

Alternatives to Concrete Canvas® that were considered included poured concrete with an applied coating. This was discounted due to concerns about the logistical requirements and installation rates.

Main spillway channel to be lined with CC
Emergency spillway channel to be lined with CC

Design & Installation

  • Consultant used the Concrete Canvas Ltd Hydraulic Shear Calculator to design and specify the GCCM for the channels
  • CC8 Bulk Rolls specified for main spillway <7.5% gradient
  • CC13 Bulk Rolls specified for the main spillway >7.5% gradient and the emergency spillway
  • Channels excavated and compacted prior to deployment
  • Transverse layup
  • Perimeter edges secured in anchor trenches
  • Screwed and sealed overlap joints
  • Intermediate rock anchors installed at 1.8m centres along every joint of the emergency spillway to resist hydraulic shear (reduced to 0.5m centres at the sharp corner)
  • Hydrated using a water truck and hose

Summary

The onsite contractor installed the material at a rate of 750 – 850m² per day in temperatures of 15°C. The consultant valued the Hydraulic Shear Calculator provided by Concrete Canvas Ltd in order to specify the GCCMs and check the intermediate anchor requirements and the client is satisfied that the spillways were installed to meet the program.

Upstream section of completed channel

Secure Spillways with CC Erosion Protection

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