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50 Cards in this Set

  • Front
  • Back

Bradshaw’s model

-At upper course it is SMALLER and gets LARGER: river discharge; channel width; channel depth; velocity


-At the upper course it is LARGER and gets SMALLER: sediment particle size; channel bed roughness; slope angle

What is the source

Where the stream starts

Tributary

A river or stream flowing into a larger river

Confluence

The junction of two rivers

Drainage basin

The area of land drained by a river

Watershed

A ridge that separates water flowing into different rivers.

Main river channel

The largest watercourse draining water from the drainage basin

Mouth

Where the river ends- may flow into a reservoir, estuary or delta

How does rock type affect river

Resistant rock- at rivers upper course as forms high land. River channels small as low velocity and sediment load volume: clear river.


Less residant rock- at rivers lower course. Large river channel as high velocity and erosive power.

Rocks and stones bang together =

Attrition

Sands and stone scrape the bed and banks=

Abrasion

Fast flowing water washes the bank away=

Hydraulic action

Some minerals dissolve in river water=

Solution


Only happens if carbon based rocks

Suspension

Fine light material is carried along by the river

Traction

Large boulders and rocks are rolled along the river bed

Solution

Minerals are dissolver in the water, this is a chemical change

Saltation

Small pebbles and stones are bounced along the river bed

Upper course: How water falls are formed (buckden beck)

- river travels across a bed of more resistant rock


- erosion of the LR (less resistant) rock continues under R rock.


-rivers energy creates plunge pool at bottom


-the LR is eroded so much by abrasion and hydraulic rock that it creates a ledge and collapses


- waterfall takes new position, leaving a steep valley or gorge

V shaped valley features:

-there is resistant rock


-the valley sides are steep and narrow at the bottom


- interlocking Spurs

Weathering in the sides of a river

Biological- Roots grow in cracks and break rocks off


Physical- Freeze thaw


Chemical- Rain can mix with atmospheric gases and for acid rain. This can dissolve rock

Middle course: Flood plain formation

Lateral erosion on meanders, forms wide and flat areas

Middle course: Formation of meanders

1) helicoidal flow means the thalweg (fastest current) moves laterally


2) the fastest flow is directed towards the inside of the bend; undercuts bank causing a river cliff


3) flow is slower on outside so sediment builds up causing a slip-off slope

middle course: Oxbow lake formation

River current erodes bank until meander bend meets.


River flows straight through and land dries up an dorms and oxbow lake

middle course (flood plains): Formation of natural levées

Sediment deposited on top of river banks during floods, acts as a wall

Lower course: Formation of deltas

River approaches the sea, hydraulic radius decreases and deposition happens. This causes bars of sediment in the river channel. River splits into distributaries. Sediment build the delta out to sea.

What will affect a storm hydrograph?

-precipitation


-geology (rock type)


-drainage basin and shape


-soil


-towns/cities

Upper course: V shaped valley features:

-there is resistant rock


-the valley sides are steep and narrow at the bottom


- interlocking Spurs

CASE STUDY- Sheffield:


what is the significance of its location in making it vulnerable to flooding

- at east of valley there is a floodplain, full of housing and impermeable surfaces


-soil drain slowly-> water will run of hills that surround and go into city


-city surrounded by pennine hills. Are steep so not much lag time


-lots of tributaires so flood grow fast

CASE STUDY- Sheffield:


How did the interaction of physical and human processes lead to the Sheffield floods in 2007?

- covered with lots of impermeable surfaces and relays on drains


-Drains could not cope with rainfall and became blocked


-This caused roads and railways to be blocked


- Had already had lots of rainfall so soil was already saturated


-23 upstream reservoirs but theses overflowed due to volume


-Flashy nature of river catchment makes flood management important but difficult

CASE STUDY- Somerset levels:


What land change had made the Somerset levels more vulnerable?

Ejs

CASE STUDY- Somerset levels:


What land change had made the Somerset levels more vulnerable?

-artificially drained in 17 century using ditches


- this affects natural drainage systems e.g. infiltration

CASE STUDY- Somerset levels:


What land change had made the Somerset levels more vulnerable?

-artificially drained in 17 century using ditches


- this affects natural drainage systems e.g. infiltration

CASE STUDY- Somerset levels:


What changes to human and physical factors are leading to an increased flood risk?

PHYSICAL- depending on wind direction, it drives low air pressure with lots of rain


HUMAN


- Levées and ditches have been added


- these interference with natural systems and can make problem worse—— by making river bed higher, river just adjusts to new channel banks

CASE STUDY- Somerset levels:


What other flooding threats will climate change bring in the future?

- greater storminess with damaging winds


-higher, longer lasting floods


-higher spring tides


-more storm surges

Catchment plans:


In rural parts of the catchment

Work with landowners to reduce runoff and improved land use

Catchment plans:


In rural parts of the catchment

Work with landowners to reduce runoff, improving land use and restoring flood plans to natural state

Catchment plans:


In the middle and lower catchment

Prevent unsuitable development on flood plains

Catchment plans:


In the middle and lower catchment

Prevent unsuitable development on flood plains

Catchment plans:


In urban areas

Reduce surface water run off, improve flood defences and encourage owners to protect vulnerable buildings

Catchment plans:


Where few people are at risk from flooding

Work with natural flood processes

Flood risk management (hard engineering):


Flood walls

BENEFITS


-fairly cheap


-useful for city centres where limited space


COSTS


-increase flood risks downstream

Flood risk management (hard engineering) :


Constructed Levées

BENEFITS


- allow people to live besides river without fearing floodings


COSTS


-increase flood risk downstream


-can fail; water rises over them; slumping; erosion


-expensive

Flood risk management (hard engineering) :


Dredging

BENEFITS


-provides a larger channel for water to fill


COSTS


-needs to be done every year


-flood risks down stream


- expensive: £50,00

Flood risk management (hard engineering) :


Flood relief channel

BENEFITS


-protects built up areas


- Allows people to live near rivers without fearing floods


COSTS


- cause flooding elsewhere


-expensive

Flood risk management (hard engineering) :


Flood relief channel

BENEFITS


-protects built up areas


- Allows people to live near rivers without fearing floods


COSTS


- cause flooding elsewhere


-expensive

Flood risk management (soft engineering) :


Flood plain retention

BENEFITS


- increased ability to store flood water


- worked in Darlington 2007


COSTS


-land cannot be developed- not nescassairly bad


-£1.2 million for 2km

Flood risk management (hard engineering) :


Flood relief channel

BENEFITS


-protects built up areas


- Allows people to live near rivers without fearing floods


COSTS


- cause flooding elsewhere


-expensive

Flood risk management (soft engineering) :


Flood plain retention

returns flood plain to natural state


BENEFITS


- increased ability to store flood water


- worked in Darlington 2007


COSTS


-land cannot be developed- not nescassairly bad


-£1.2 million for 2km

Flood risk management (soft engineering) : river channel restoration

returns river it natural state


BENEFITS


-improves ecology: 30% increase in wildlife


-People like natural look


COSTS


-Land cannot be developed- not n’essacairly bad


-£1.2 million for 2km

How to measure river discharge

Area x velocity


Measured in cumecs