Question Bank • QB_SWCE_EXP_056 NAT • 2 Marks

Section 4: Soil and Water Conservation Engineering

Fluid Mechanics

Subtopic: Hydrostatic pressure and its measurement

Question Statement:

A vertical rectangular sluice gate of width $2.0\text{ m}$ and height $3.0\text{ m}$ retains water up to its top edge on one side. Calculate the total hydrostatic force acting on the gate in $\text{kN}$. (Take $\rho = 1000\text{ kg/m}^3$ and $g = 9.81\text{ m/s}^2$)

Answer Key:

88.29

Step-by-Step Solution & Explanation

Area of the gate $A = 2.0 \times 3.0 = 6.0\text{ m}^2$. Depth of centroid from free surface $\bar{h} = \frac{3.0}{2} = 1.5\text{ m}$. Total hydrostatic force: $F = \rho g A \bar{h} = 1000 \times 9.81 \times 6.0 \times 1.5 = 88290\text{ N} = 88.29\text{ kN}$
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