27 0 01 28 13 5.19 12 0.00 21 5.19 01 5 22 ,o.o1 0.01 .19 5.19 14 rO.D1 10 Example Water Distribution - 2x ADD 0 02 15 ·r 24 5.19 0.00 .29 0.05 30.00 0 02 16 0.10 35.00 ·22 0.15 40.00 m/s m • 9 l0 0 02 16 0.00 5.29 0 01 03' 18 17 0 14 5.29 3.39 0 02 18
27 0 01 28 13 5.19 12 0.00 21 5.19 01 5 22 ,o.o1 5.19 0.01 .19 14 10 Example Water Distribution - 2x ADD 0 02 15 rO.D1 24 5.19 0.00 .29 ·r 0.05 30.00 0 02 16 0.10 35.00 ·22 0.15 40.00 m/s m 0 02 16 • 0.00 9 l0 03' 5.29 0 01 18 17 0 14 5.29 3.39 0 02 18
AED%20Design%20Requirements%20-%20Water%20Tanks%20and%20System%20Distribution_Sep_09.docx