Home / IB Mathematics SL 5.8 Approximating areas using the trapezoidal rule AI SL Paper 2 – Exam Style Questions

IB Mathematics SL 5.8 Approximating areas using the trapezoidal rule AI SL Paper 2 - Exam Style Questions - New Syllabus

Question

The following illustration depicts the cross-section of a stone bridge spanning a river. A Cartesian coordinate system is applied where the origin, \( O \), is positioned at the intersection of the bridge support and the water’s surface on the left bank. All measurements are provided in metres.
Bridge Cross-section
 
An environmental engineer aims to estimate the volume of water passing beneath the bridge. To achieve this, depth soundings are recorded at regular intervals of 1.9 m starting from the origin. the results are summarized in the table below:
Horizontal distance from \( O \) (m)01.93.85.77.6
Vertical water depth (m)01.682.812.320
(a) Apply the trapezoidal rule to estimate the cross-sectional area of the river at this location.
The river’s current under the bridge is measured at a constant velocity of \(0.3 \, \text{ms}^{-1}\).
(b) Calculate the total volume of water flowing under the bridge per second.
A cargo boat is navigating through the center of the river. The following diagram illustrates the cross-sections of the boat and the water level.
Boat Cross-section
 
(c) Determine the vertical clearance between the keel (lowest point) of the boat and the riverbed as it passes the midpoint.
The parabolic arch of the bridge is modeled by the quadratic function:
\(y = -0.15x^2 + 1.14x + 0.9, \quad 0 \leq x \leq 7.6\).
(d) Find the maximum height of the bridge arch above the water level.
(e) Determine if the boat, given its height and width, can safely pass under the arch. Justify your answer.

Most-appropriate topic codes (IB Mathematics AI SL 2025):

SL 5.8: Numerical integration using the trapezoidal rule — part (a)
SL 3.1: Geometry of 3D shapes and rates of flow — part (b)
SL 5.7: Optimization (finding local maxima) — part (d)
▶️ Answer/Explanation

(a)
Trapezoidal rule with \( h = 1.9 \):
\[ \text{Area} \approx \frac{1.9}{2} \left[ 0 + 0 + 2(1.68 + 2.81 + 2.32) \right] \]
\[ = 0.95 \times 2 \times 6.81 = 12.939 \]
\( \boxed{12.9\ \text{m}^2} \) (3 sf)

(b)
Volume per second = Area × Velocity.
\( 12.939 \times 0.3 = 3.8817 \).
\( \boxed{3.88\ \text{m}^3\ \text{s}^{-1}} \)

(c)
Lowest part of boat is 1.6 m below water.
River depth at centre (\( x = 3.8 \)) is 2.81 m.
Clearance = \( 2.81 – 1.6 = 1.21 \) m.
\( \boxed{1.21\ \text{m}} \)

(d)
\( y = -0.15x^2 + 1.14x + 0.9 \).
Maximum at \( x = -\frac{b}{2a} = \frac{1.14}{0.3} = 3.8 \).
\( y(3.8) = -0.15(3.8)^2 + 1.14(3.8) + 0.9 = 3.066 \).
\( \boxed{3.07\ \text{m}} \)

(e)

Clearance Calculation
 

Boat width = 5 m, centred at \( x = 3.8 \).
Boat edges are at \( x = 3.8 \pm 2.5 \), so \( x = 1.3 \) and \( x = 6.3 \).
Bridge height at \( x = 1.3 \): \( y = -0.15(1.3)^2 + 1.14(1.3) + 0.9 = 2.1285 \) m.
Boat height above water = 2.35 m.
Since \( 2.1285 < 2.35 \), the boat will hit the arch at its corners.
\( \boxed{\text{No}} \)

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