thanks for that reference, very interesting.
bigger areas, bigger flood events??
i understand that any flood water will evaporate eventually, but there are a couple of concerns I have for these brine projects, though those that are proposing trenching seem most prone to flooding related issues.
for example, flood waters tend to carry a lot of mud, silt and sand - does this have an effect on the trenches or sop quality?
can processing continue for 450ktpa if the lake (processing plant?) are under water?
if the processing continues, can the trucks still get in and out to deliver product?
just questions that pop into my mind as i read anns and feas studies.
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