So AMN trench length is more than 4x RWDs to produce roughly the same output. Why is that?
Does RWD plan a 133km trench every 7 years for the life of the project, while AMN has factored in a 550km trench for the life of the project?
Or is it the fact that lower grade and slower flow require AMN to run a longer trench to achieve a steady state flow to produce the ~430kTa output?
I think it is the latter, but any thoughts from AMN holders would be appreciated.
Ann: Pre-Feasibility Study Completed for Mackay SOP Project, page-72
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