theres enough info 1) Print out a large copy of the cross section (the image also sits in the Chapter 4 folder). Then 2) Add a carefully drawn flow net to the image with correctly labeled boundary types added (40) 3) Calculate q' (12) 4) Calculate Q given the data on the image (12) 5) Shade in the area/zone of inferred maximum hydraulic gradient on your net (12) 6) Assuming the base of the dam lies at Om datum, calculate the i) total head and ii) the hydraulic head at the asterisk shown (12) 7) Explain why the Darcy's Law equation cannot be used to solve this problem (12).