Force from the water on the gate

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The discussion focuses on calculating the force exerted by water on a tainter gate, which is 21 feet tall and 14 feet wide, with a water level of 17 feet. The pressure exerted by water at a specific depth is determined by the formula involving the density of water and the height of the water column. To find the total force on the gate, the approach involves integrating the pressure over the height of the gate. The conversation also addresses how to determine the flow rate through the gate when raised to various heights, including the necessary height to achieve a flow rate of 2500 cubic feet per second. The thread highlights the need for clarity on calculating pressure at different points on the gate and the corresponding areas.
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Homework Statement


A tainter gate for a lake is 21' tall and 14' wide and the water level is 17 feet from the surface to spillway. What force is the water placing on the gate at the top, middle and bottom? Also when the work is done how much water will flow through the gate if the gate is raised 2 ft, 7ft, and 10ft and how high does the gate have to be raised to maintain a flow rate of 2500cfs. the estimated impoundment of water for the lake is 3 billion gallons.


Homework Equations


Can anyone help me get started on this? I would really appreciate it


The Attempt at a Solution

 
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The pressure due to water at depth h feet, in pounds per square foot, is the weight of a column of water one foot in area and h feet high. Taking the (weight) density of water to be \delta pounds per cubic foot, that is \delta h pounds per square foot. To find the total force on a rectangular gate, of width W and height H, imagine a thin rectangle at depth h, of width W and height dh. Its area is Wdx and the force on it is \delta hW dh. Integrate that over from 0 to H.
 
So the force at the top would be 0 right? because there's no pressure from the water? and how would i find the area at the middle and bottom?. I'm good on finding pressure but what about the area?
 
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