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28.00 m 32.26 m 32.26 m 45.00 m Depth, moulded 15.20 m 17.50 m 19.50 m 24.10 m Draught design 10.20 m 11.10 m 12.20 m 16.50 m Draught scantling 10.65 m 12.60 m 14.10 m 17.78 m Deadweight design 32,687 dwt 44,800 dwt 64,000 dwt 157,322 dwt

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Q [m 3 /h] 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 H = 6 m H = 10 m H = 20 m H = 40 m H = 60 m Fig. 1.5.3: It is possible to determine the correction factor for head and power consumption at different flow, head and viscosity values 56

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That is, at the start of the rotation, as shown in FIG. 6, when the pole M of a tabular magnet is slightly displaced in the rotational direction from the pole M'' of an electromagnet, a repulsive force operates between both of the poles M and M'' of the tabular magnet

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60 cSt Q [m 3 /h] 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 H = 6 m H = 10 m H = 20 m H = 40 m H = 60 m Fig. 1.5.3: It is possible to determine the correction factor for head and power consumption at different flow, head and viscosity values 56

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Direct action pumps have the great advantages over suction Even when the community is willing to pay for and pumps that they can lift from more than the 7-meter limit manage the upkeep of its water supply system, the for suction (important since groundwater

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