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P6.6: A 6 m high, 4 m wide rectangular gate is located at the end of an open freshwater
tank. The gate is hinged at the top and held in place by a force F. From Equation (6.4),
the pressure is proportional to the depth of the water, and the average pressure pavg
exerted on the gate by the water is
Δ
avg
p
p
where ∆p is the difference in pressure between the bottom of the gate (p1) and the
surface (p0). The resulting force of the water on the gate is
ApF avgwater
where A is the area of the gate the water acts upon. The resulting force acts 2 m from the
bottom of the gate because the pressure increases with depth. Determine the force
required to hold the gate in place.
Approach:
Using the density of water from Table 6.1, calculate the pressure at the bottom of the tank
using Equation (6.4). Calculate the pressure difference between the bottom of the tank and
the surface to eliminate the surface pressure in the calculations. The average pressure is
then half of the pressure difference. The water acts on the surface of the wall, therefore