River Flooding: Causes and Management

A flood hydrograph is a graph showing how river discharge (volume of flow, measured in m³/s or cumecs) changes over time in response to a rainfall event.

Key features:

Term	Definition
Discharge	Volume of water flowing past a point per second (m³/s)
Base flow	Normal groundwater-fed discharge between rainfall events
Rising limb	The rapid increase in discharge after rainfall
Peak discharge	The highest point of discharge on the graph
Falling limb (recession limb)	Slower decline in discharge as water drains from the catchment
Lag time	The time between peak rainfall and peak discharge — the shorter the lag time, the more quickly the river floods

Flashy vs subdued hydrographs:

A flashy hydrograph (steep rising limb, short lag time, high peak) means the river responds rapidly — flooding risk is high. A subdued hydrograph (gentle rising limb, long lag time, lower peak) means water reaches the river slowly — lower risk.

Factor	Effect on hydrograph	Why
Impermeable rock or soil	Shorter lag time, higher peak	Water cannot infiltrate; runs straight to river as overland flow
Urbanisation	Much shorter lag time, very high peak	Tarmac, concrete, and roofs are impermeable; gutters and storm drains channel water rapidly to rivers
Steep gradient	Shorter lag time	Water moves quickly downslope to the channel
Saturated soils	Shorter lag time	Soil at capacity cannot absorb more water; all rain runs off
Deciduous trees / vegetation	Longer lag time	Interception, transpiration, and root uptake slow water movement; roots maintain permeable soil structure
Sandy soils / porous rock	Longer lag time	High infiltration; water seeps slowly through soil and rock
Large catchment	Higher total discharge	More water collected overall, though lag time may be longer

Flooding results from a combination of physical conditions and human actions that together reduce the land's ability to absorb rainfall and increase runoff.

Physical causes:

Cause	Mechanism
Prolonged rainfall	Ground becomes saturated over days or weeks; subsequent rain runs off entirely
Intense storms	Rainfall exceeds infiltration capacity even on unsaturated soil; flash floods
Snowmelt	Rapid thaw of snow (especially combined with rainfall) adds large volumes of water rapidly
Rock type	Impermeable rock (granite, clay) prevents infiltration; all precipitation runs off
Relief	Steep slopes on upland catchments accelerate runoff; narrow valleys funnel water
River confluence	Two rivers meeting during high discharge can double or treble the discharge of the receiving river

Human causes:

Cause	Mechanism
Urbanisation	Tarmac, roofs, and concrete prevent infiltration; storm drains route water rapidly to channels; reduces lag time
Deforestation	Removes interception and root uptake; compacted or bare soils reduce infiltration; more overland flow
Agriculture	Compaction from heavy machinery reduces infiltration; drainage ditches route water quickly to rivers
Floodplain development	Building on natural floodplain removes the buffer zone; when the river floods, water has nowhere to go
Climate change	Increasing frequency and intensity of extreme rainfall events; raising future flood risk

Hard engineering uses constructed structures to control or redirect river flow.

Strategy	How it works	Benefits	Drawbacks
Dams and reservoirs	Dam constructed across river; reservoir stores floodwater; releases controlled; also stores water for supply	Very effective flood control; also provides water supply, HEP, and recreation; long lifespan	Very expensive (£100 million+); floods valley behind dam; displaces communities; traps sediment (starves downstream of natural alluvium); disrupts fish migration
Channel straightening	Meanders removed; river channel deepened and straightened (channelisation) to increase flow speed and capacity	Moves water through the section faster, reducing local flood risk	Increases flood risk downstream (water arrives faster and in greater volume); destroys river habitat; creates an unattractive concrete channel
Flood relief channels	New artificial channels built to divert floodwater around urban areas	Reduces discharge in the main channel through the town; can be dry during normal flow (used as green space)	Expensive; diverted water must be managed downstream; construction disrupts surrounding area
Embankments (flood walls/levées)	Raised earth or concrete banks alongside the river; increase the channel capacity before overtopping	Relatively cheap; can be built on existing levées; protect urban areas	If overtopped, flooding is sudden and catastrophic; do not address the cause of flooding; require continuous maintenance

Soft engineering works with natural processes to reduce flood risk without large structural interventions.

Strategy	How it works	Benefits	Drawbacks
Flood warnings and preparation	The Environment Agency operates a national flood warning service; alerts issued via text, email, sirens, and media when river levels reach warning thresholds; communities prepare by sandbagging, moving possessions upstairs, and following evacuation plans	Cheap — costs are in infrastructure and staffing rather than civil engineering; highly effective at reducing casualties; can be implemented immediately	Does not prevent flooding — only helps people prepare; depends on forecast accuracy; may cause unnecessary disruption when warnings are not followed by flooding
Afforestation (tree planting)	Trees planted in upper catchment and on steep slopes to intercept rainfall, increase infiltration through root action, and slow runoff	Increases lag time; reduces peak discharge; provides habitat; carbon storage; cheap relative to hard engineering	Slow to establish; affects agricultural land use; trees eventually reach maximum interception capacity
Managed (agricultural) flooding	Low-value farmland in the upper or middle catchment deliberately flooded during peak rainfall; wetland retained (extra context — beyond AQA 8035 spec)	Reduces flood peak reaching the urban lower course; creates wetland habitat; cheap	Compensates farmers for lost agricultural land; public may oppose deliberately flooding land
River restoration (re-meandering)	Reinstating meanders that were previously straightened; removing artificial embankments; restoring floodplain wetlands	Slows water velocity and travel time; increases natural storage; improves biodiversity; aesthetically appealing	Slower flood mitigation effect; requires land; may increase local flood risk at the restoration site
Floodplain zoning	Planning permission denied for development on floodplains; development restricted to areas of low flood risk	Prevents future increases in flood risk; no structural cost	Cannot remove existing development; requires long-term political will; may restrict housing supply

The event (16 August 2004):

• Intense convectional thunderstorms over Bodmin Moor dropped 200 mm of rain in approximately 5 hours (close to the monthly average for August) onto already-saturated ground
• The steep, impermeable granite catchments of the River Valency and River Jordan routed water extremely quickly into Boscastle's narrow, steep valley
• Peak discharge at Boscastle reached an estimated 130–140 m³/s — comparable to the normal discharge of a much larger river
• Flash flood swept through the village; 115 cars, 5 caravans, and 6 buildings destroyed or severely damaged; 2 sea-rescue helicopters airlifted 150 people to safety; no deaths (the village was evacuated quickly)

Physical factors:

• Impermeable granite bedrock meant virtually no infiltration
• Steep valley sides with thin soils caused rapid overland flow
• The River Valency ran through a narrow, constrained channel through the village
• Existing bridge in the village created a bottleneck; debris blocked the arch, raising water levels rapidly

Human factors:

• Boscastle's bridge and culverts were undersized and unable to carry extreme discharge
• Development in the village had reduced natural floodplain storage
• Intensive upland farming had compacted soils and removed hedgerows, increasing runoff

Post-event management:

• The main bridge was replaced with a higher, wider span to improve hydraulic capacity and reduce bottleneck effects
• The car park was relocated from the floodplain
• The Environment Agency widened and deepened the river channel through the village
• Natural flood management upstream (tree planting, bunding) implemented on Bodmin Moor to slow runoff from the catchment
• A flood warning system installed; community prepared evacuation plans

Evaluation: The combination of hard engineering (improved bridge, channel widening) and soft management (NFM upstream, floodplain restoration) is considered a best-practice response. The risk cannot be eliminated (extreme convective storms will occur again), but peak discharge through the village and the bottleneck risk have been substantially reduced.

1. Confusing lag time and discharge

Lag time is the delay between peak rainfall and peak discharge. A short lag time means flooding happens quickly. Discharge is the volume of flow. High discharge does not automatically mean short lag time — a large catchment can have high discharge with a moderate lag time. Be clear which characteristic you are describing.

2. Describing hard engineering without mentioning downstream consequences

Channel straightening moves water faster — which reduces flooding locally but increases the speed and volume of water arriving downstream. Dams trap sediment. Embankments only work until they are overtopped. A complete answer includes at least one unintended negative consequence for each hard engineering strategy named.

3. Treating soft engineering as ineffective

Soft engineering does not offer the immediate physical barrier that a sea wall or embankment provides. However, it is sustainable, often cheaper in the long run, and can significantly increase lag time and reduce peak discharge across large catchments. Frame it as a valid strategic choice, not a weak alternative.

4. Naming only one cause of flooding

Major floods result from multiple combined factors. In a question about causes, give at least two physical AND one human factor. Boscastle 2004 illustrates this: intense rainfall (physical) + impermeable granite (physical) + undersized infrastructure (human) combined to produce the disaster.

5. Not knowing the difference between embankments and levées

Natural levées are built up by repeated deposition of coarse sediment at the river's edge during past floods — a natural process described in the landforms topic. Embankments are artificial raised banks built by engineers for flood protection. They look similar but have different origins. Use the correct term for what is described.