In pump design, why do you think that only the elevation head is considered in the rule of thumb in calculating the total dynamic head of a certain pumping system? What do you think engineers do in order to compensate with the unconsidered heads?
In pump design, why do you think that only the elevation head is considered in the rule of thumb in calculating the total dynamic head of a certain pumping system? What do you think engineers do in order to compensate with the unconsidered heads?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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In pump design, why do you think that only the elevation head is considered in the rule of thumb in calculating the total dynamic head of a certain pumping system? What do you think engineers do in order to compensate with the unconsidered heads?
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