Rivers and flooding

Learn how water reaches a river, read a storm hydrograph and compare ways to manage flooding.

Try a fresh rivers question →

Start the lesson ↓
An imagined braided river running between gravel bars and green terraces.

Part 1 of 3

Follow the water

A drainage basin is the area drained by a river and its tributaries. Its watershed divides it from neighbouring basins. Rainfall supplies water; interception, soil and groundwater store some of it. Water leaves through river flow and evapotranspiration.

Infiltration moves water into soil. Surface runoff travels over the land. Impermeable surfaces reduce the area available for infiltration; drainage can deliver water rapidly to a channel. Initial soil wetness and rainfall intensity also matter.

Worked example

A fictional 2 km² catchment receives 20 mm of rain. Convert 20 mm to 0.020 m and 2 km² to 2,000,000 m². Rainfall volume = 0.020 × 2,000,000 = 40,000 m³. This is rainfall input, not river discharge: some water is stored or leaves by other routes.

Common mistake: Rainfall depth is not discharge. Discharge is a volume per second, and its timing depends on the catchment.

River discharge · Map scale and distance

Next: Read the storm response →

Part 2 of 3

Read the storm response

A hydrograph plots discharge over time. Find the rainfall peak and discharge peak before measuring lag time. Use the time axis, not the apparent distance between the peaks.

A higher, earlier discharge peak can indicate faster delivery of storm water. One hydrograph cannot isolate the cause: compare rainfall, catchment size and initial conditions.

Worked example

Rainfall peaks at hour 3; discharge peaks at hour 8. Lag time = 8 − 3 = 5 hours. If discharge rises from 4 to 16 m³/s, the increase is 12 m³/s and the percentage increase is 12 ÷ 4 × 100 = 300%.

Common mistake: A discharge of 16 m³/s is 400% of 4 m³/s, but the increase is 300%.

River hydrographs · Percentage change

Next: Choose and evaluate management →

Part 3 of 3

Choose and evaluate management

Storage, leaky barriers and floodplain space can delay runoff. Defences can reduce local exposure. Warnings and preparedness help people respond. A measure may protect one area while leaving others exposed. Some risk remains even where there is protection.

Ask how the measure performs during a flood, who it protects and what happens downstream. A defence can be overtopped; storage can fill.

Worked example

A fictional channel receives 60,000 m³ over two hours: average flow is 60,000 ÷ 7,200 = 8.33 m³/s. Spreading the same volume over four hours gives 4.17 m³/s. These averages illustrate timing; they do not calculate the actual peak of a flood.

Common mistake: A lower average does not by itself establish a lower peak. You need to know how discharge changes throughout the flood.

Source evaluation · Gradient

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Try a different resource

River hydrographs

Blue bars show rainfall in the hour ending at each labelled time. The green line shows discharge at that time. Peak lag is the difference between the hours of maximum rainfall and maximum discharge.

Scroll the diagram sideways to see the full resource.

Fictional storm hydrographHour 0: 0 mm rainfall, 5 m³/s discharge; Hour 1: 4 mm rainfall, 5 m³/s discharge; Hour 2: 11 mm rainfall, 5 m³/s discharge; Hour 3: 6 mm rainfall, 5 m³/s discharge; Hour 4: 0 mm rainfall, 7 m³/s discharge; Hour 5: 0 mm rainfall, 13 m³/s discharge; Hour 6: 0 mm rainfall, 19 m³/s discharge; Hour 7: 0 mm rainfall, 13 m³/s discharge; Hour 8: 0 mm rainfall, 7 m³/s discharge; Hour 9: 0 mm rainfall, 5 m³/s discharge; Hour 10: 0 mm rainfall, 5 m³/s discharge; Hour 11: 0 mm rainfall, 5 m³/s discharge; Hour 12: 0 mm rainfall, 5 m³/s discharge010203040051015200123456789101112Discharge (m³/s)Rainfall (mm)Hour since record began
HourRainfall in preceding hour (mm)Discharge (m³/s)
005
145
2115
365
407
5013
6019
7013
807
905
1005
1105
1205
Fictional storm hydrograph. Original fictional resource; not an official map or real dataset.
Resource description

Hour 0: 0 mm rainfall, 5 m³/s discharge; Hour 1: 4 mm rainfall, 5 m³/s discharge; Hour 2: 11 mm rainfall, 5 m³/s discharge; Hour 3: 6 mm rainfall, 5 m³/s discharge; Hour 4: 0 mm rainfall, 7 m³/s discharge; Hour 5: 0 mm rainfall, 13 m³/s discharge; Hour 6: 0 mm rainfall, 19 m³/s discharge; Hour 7: 0 mm rainfall, 13 m³/s discharge; Hour 8: 0 mm rainfall, 7 m³/s discharge; Hour 9: 0 mm rainfall, 5 m³/s discharge; Hour 10: 0 mm rainfall, 5 m³/s discharge; Hour 11: 0 mm rainfall, 5 m³/s discharge; Hour 12: 0 mm rainfall, 5 m³/s discharge

1. What is peak discharge in m³/s?

2. Calculate peak lag using the labelled hours of maximum rainfall and maximum discharge. Give your answer in hours.

3. Which explanation is consistent with, but not uniquely established by, this storm record?

Choose an answer

The maps and data are fictional. These exercises do not count as required fieldwork.

Try the model

Rainfall and runoff

Case studies

Slowing the flow at Pickering · Somerset floods, 2013–14

These pages provide selected evidence. Check the whole case requirement with your teacher.

Read further

Drainage basins as systems · Flood management and residual risk

Course links

AQA GCSE Geography · Pearson Edexcel GCSE Geography B · National 5 Geography · Higher Geography · Pearson Edexcel GCSE Geography A · OCR GCSE Geography A · OCR GCSE Geography B · Eduqas GCSE Geography A · Eduqas GCSE Geography B

Next topics

Water cycles: budgets, residence time and feedback · Geographical enquiry: from question to justified conclusion

Selected teaching sequence; linked cases cover bounded interventions rather than complete course cases.

Scottish links identify reusable parts of the topic. Scottish landforms, soil, weather and disease requirements need additional course-specific teaching.

Worked numerical examples are fictional unless explicitly attributed. These lessons cover selected parts of the topic; check your course requirements for the rest.