Question Bank • QB_SWCE_EXP_004 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 $3.0\text{ m}$ is submerged in water such that its upper edge is $1.0\text{ m}$ below the free water surface. Taking density of water $\rho = 1000\text{ kg/m}^3$ and $g = 9.81\text{ m/s}^2$, the total hydrostatic thrust acting on one face of the gate in $\text{kN}$ is ________ (round off to 1 decimal place).

Answer Key:

147.2

Step-by-Step Solution & Explanation

1. Area of the sluice gate $A = 2.0\text{ m} \times 3.0\text{ m} = 6.0\text{ m}^2$. 2. Depth to the centroid $\bar{h}$: $\bar{h} = 1.0 + \frac{3.0}{2} = 2.50\text{ m}$ 3. Total hydrostatic force $F$: $F = \rho g A \bar{h} = 1000 \times 9.81 \times 6.0 \times 2.50 = 147,150\text{ N} = 147.15\text{ kN} \approx 147.2\text{ kN}$
← Previous (QB_SUB_SWCE_0081) Next (QB_SWCE_EXP_056) →

Practice In Authentic CBT Exam Interface

Test your skills under authentic timed conditions with live scoring and AIR percentile ranking.

Launch CBT Mock Test