Geography
Drainage basin response
- 1.
Fictional teaching dataset, not an observed basin: annual precipitation P = 900 mm, evapotranspiration E = 520 mm, runoff Q = 330 mm. Use P = E + Q + change in storage. After urbanisation, an equal storm produces a peak of 80 rather than 50 m³/s and a lag of 2 rather than 5 hours. Storm size is controlled; antecedent moisture is unknown. Distinguish infiltration from surface runoff and explain their effect on response time.
[2 marks] · no calculator - 2.
Fictional teaching dataset, not an observed basin: annual precipitation P = 900 mm, evapotranspiration E = 520 mm, runoff Q = 330 mm. Use P = E + Q + change in storage. After urbanisation, an equal storm produces a peak of 80 rather than 50 m³/s and a lag of 2 rather than 5 hours. Storm size is controlled; antecedent moisture is unknown. Calculate annual change in storage and state whether storage rises or falls.
[2 marks] - 3.
Fictional teaching dataset, not an observed basin: annual precipitation P = 900 mm, evapotranspiration E = 520 mm, runoff Q = 330 mm. Use P = E + Q + change in storage. After urbanisation, an equal storm produces a peak of 80 rather than 50 m³/s and a lag of 2 rather than 5 hours. Storm size is controlled; antecedent moisture is unknown. Explain how urban surfaces can produce the changed peak and lag.
[3 marks] · no calculator - 4.
Fictional teaching dataset, not an observed basin: annual precipitation P = 900 mm, evapotranspiration E = 520 mm, runoff Q = 330 mm. Use P = E + Q + change in storage. After urbanisation, an equal storm produces a peak of 80 rather than 50 m³/s and a lag of 2 rather than 5 hours. Storm size is controlled; antecedent moisture is unknown. Explain why equal storm size does not make this a conclusive causal test.
[3 marks] · no calculator - 5.
Fictional teaching dataset, not an observed basin: annual precipitation P = 900 mm, evapotranspiration E = 520 mm, runoff Q = 330 mm. Use P = E + Q + change in storage. After urbanisation, an equal storm produces a peak of 80 rather than 50 m³/s and a lag of 2 rather than 5 hours. Storm size is controlled; antecedent moisture is unknown. Assess whether permeable paving alone is an adequate response to the raised peak.
[4 marks] · no calculator - 6.
Fictional teaching dataset, not an observed basin: annual precipitation P = 900 mm, evapotranspiration E = 520 mm, runoff Q = 330 mm. Use P = E + Q + change in storage. After urbanisation, an equal storm produces a peak of 80 rather than 50 m³/s and a lag of 2 rather than 5 hours. Storm size is controlled; antecedent moisture is unknown. Design a before/after investigation to test a detention pond's effect on flood peaks.
[4 marks] · no calculator
Marking points are indicative, not an official mark scheme. Accept equivalent valid methods and supported interpretations that address the task; award each mark once without requiring the model wording.