One trapezoidal application. $A \approx \tfrac{10}{2}(8 + 14) = 5 \times 22 = 110\text{ m}^2$. Option B forgets to halve the strip width, and option D leaves out $h$ altogether.
Several trapezoidal strips. $A \approx \tfrac{4}{2}(6 + 2 \times 9 + 7) = 2 \times 31 = 62\text{ m}^2$. Option A comes from adding the three offsets without doubling the middle one.
Rainfall volume. $A = 150\text{ m}^2$ and $d = 20\text{ mm} = 0.020\text{ m}$, so $V = 150 \times 0.02 = 3\text{ m}^3 = 3000\text{ L}$. Option C treats $20\text{ mm}$ as $0.2\text{ m}$.
Structure of the trapezoidal rule. The rule averages the two offsets, which is the sum halved, and then multiplies by the distance between them. Option B is the sum without the average, giving double the area.
Millimetres to metres. $1\text{ mm} = 0.001\text{ m}$, so $25\text{ mm} = 25 \div 1000 = 0.025\text{ m}$. Option B divides by $100$ instead of $1000$, which is the error that turns a full tank into an empty one.
SA 1 (3 marks): $A \approx \tfrac{12}{2}(9 + 15)$ [1] $= 6 \times 24 = 144\text{ m}^2$ [1]. It is an estimate because the rule replaces the curved creek boundary with a straight line between the two offsets, so any bulge outwards is not counted and any curve inwards is over-counted [1].
SA 2 (4 marks): (a) Three offsets means two strips, so $h = 24 \div 2 = 12\text{ m}$ [1]. $A \approx \tfrac{12}{2}(20 + 2 \times 26 + 22) = 6 \times 94 = 564\text{ m}^2$ [1]. Check as two strips: $6(20+26) = 276$ and $6(26+22) = 288$, and $276 + 288 = 564$. (b) $30\text{ mm} = 0.030\text{ m}$ [1], so $V \approx 564 \times 0.03 = 16.92\text{ m}^3 = 16\,920\text{ L}$ [1].
SA 3 (4 marks): (a) $A = 18 \times 9 = 162\text{ m}^2$ [1]. $40\text{ mm} = 0.040\text{ m}$ [1]. $V = 162 \times 0.04 = 6.48\text{ m}^3 = 6480\text{ L}$ [1]. (b) Yes. $6480\text{ L}$ is more than the $5000\text{ L}$ the tank holds, so it overflows by $6480 - 5000 = 1480\text{ L}$ [1].