your weighted average flow should be for the average length not the total length of 867m. So if you used 14 trenches then the result is 867 / 14 = 62m @ 28.28m3/hour so 35m3 per 50m trench hour. A lot different from 8m3 which is more accurate as weighting is not correct in this case...
your weighted average flow should be for the average length not...
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