Topic 6 - Rivers Field Work Flashcards

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1
Q

Aim

A

An investigation in downstream changes and the flood risk at the River Tillingbourne.

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2
Q

Prediction

A

Width, depth, discharge and velocity will increase travelling downstream from the source.

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3
Q

Study site key facts

A

• Small drainage basin and river so easy to see changes downstream.
• Soft rock which means percolation of water reducing the risk of flooding.
• Source in Surrey Hills.
• Tributary of the River Wey

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4
Q

Specific sites

A

• Abinger Hammer - Village with main road and housing one side and open recreational land the other. Straight channel.
• Crossways Farm - Arable and pastoral farming. Lots of vegetation including grass and tress. Meanders evident.

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5
Q

Risk assessment

A

• Water: Water-bourne diseases, hypothermia and drowning.
• Uneven surface/mud - Slips, trips and falls.
• Flora and fauna - Bitten, sting, ticks.

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6
Q

Sampling strategies:
Stratified

A

Locations were selected using this method.
Two contrasting locations were needed that were accessible.

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7
Q

Sampling strategies:
Systematic

A

The depth was measured at regular points across the river.
This ensured that accurate measurements could be taken and an average calculated.

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8
Q

Sampling strategies:
Random

A

The actual sample point was chosen randomly.
Each area of the river had an equal opportunity to be chosen.

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9
Q

Qualitative data

A

Primary: Field sketch
Secondary: Flood maps

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10
Q

Quantitative data

A

Primary: Measurements for width, depth and velocity.
Secondary: Secondary data available on depth, width and velocity.

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11
Q

Data processing

A

• We put all our data into a table.
• We combined data with all of the other groups so we have at least 5 sets of data for all variables for both sites. This allowed us to clearly see patterns.
• We used the data on width, depth and velocity to calculate the discharge at each of the sites.

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12
Q

Data presentation

A

Scatter graph
Non continuous data

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13
Q

Data analysis

A

• Discharge was greater at Abinger Hammer due to less interception and more impermeable surfaces.
• The river was wider at Crossways as it has been left unmanaged and allowed to flow freely. Channelisation has taken place at Abinger Hammer.

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14
Q

Geographic Theory

A

This links to the Bradshaw model.
This model states that discharge should increase with distance downstream.
This is due to an increase in tributaries, size and efficiency of the river bed (reduced friction) and often human influences such as channelisation.

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15
Q

Conclusions

A

1) Discharge and velocity will increase travelling downstream from the source:
• This is proven to be true as can be seen in the scatter graph created using the data from all the sites visited.
2) Flood risk for a site around the river will be greater if there is:
• More development
• Sleeper stopes
• Impermeable geology
3) The flood risk was greater at Abinger Hammer as shown by the flood risk maps as it was:
• More built up
• Both sites were surrounded by impermeable geology and steep slopes however so the main factor is how built up it is.

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16
Q

Evaluation:
Accuracy of measuring depth and width

A

• Hard to keep the tape measure straight.
• Hard to put the metre ruler on surface of the stream due to the presence of rocks.

17
Q

Evaluation:
Accuracy of measuring the velocity

A

• Hydro pop kept getting stuck with leaves leading to an inaccurate result.
• Groups upstream changed flow for groups downstream.

18
Q

Evaluation:
Accuracy of field sketch

A

• Only shows the immediate area
• May miss something important

19
Q

Evaluation:
Accuracy of secondary data

A

• Too large scale to show more localised differences.

20
Q

Evaluation:
Accuracy of sampling strategy

A

• Not the fairest way to select sites.
• Not enough sites.
• Done in winter so could get different results in summer.