Paper 3 - River Ogmore - PHYSICAL Flashcards

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1
Q

Why did we choose the River Ogmore?

A

only 27km long

large change in river over short distance

catchment area is 15km2

dendritic

mix of land uses

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2
Q

what was the investigation aim?

A

How does the River Ogmore change with distance downstream?

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3
Q

what data can we collect to answer the question?

A
  • width
  • depth
  • flow rate
  • bed load size/shape
  • photos
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4
Q

what are the sampling strategies we used and justifications?

A

stratified - by area - we wanted sites in UC, MC and LC

systematic - cross profile measurements - equidistant

random - bedload - collecting pebbles

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5
Q

what was in the risk assessment for River Ogmore?

A

drowning - don’t go in deeper than welly height
ticks - lymes disease - stay covered
poisonous / dangerous vegetation - don’t touch or eat plants

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6
Q

what was the distance downstream at site 1?

A

0.30km

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7
Q

what was the distance downstream at site 2?

A

1.75km

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8
Q

what was the distance downstream at site 3?

A

3.00km

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9
Q

what was the distance downstream at site 4?

A

9.00km

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10
Q

what was the width at site 1?

A

0.77m

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11
Q

what was the width at site 2?

A

2.10m

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12
Q

what was the width at site 3?

A

3.93m

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13
Q

what was the width at site 4?

A

9.80m

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14
Q

what was the mean depth at site 1?

A

0.03m

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15
Q

what was the mean depth at site 2?

A

0.16m

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16
Q

what was the mean depth at site 3?

A

0.14m

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17
Q

what was the mean depth at site 4?

A

0.14m

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18
Q

what was the average velocity at site 1?

A

0.12m/s

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19
Q

what was the average velocity at site 2?

A

0.20m/s

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20
Q

what was the average velocity at site 3?

A

0.49m/s

21
Q

what was the average velocity at site 4?

A

0.45m/s

22
Q

what was the cross sectional area at site 1?

A

0.025m2

23
Q

what was the cross sectional area at site 2?

A

0.342m2

24
Q

what was the cross sectional area at site 3?

A

0.557m2

25
Q

what was the cross sectional area at site 4?

A

1.352m2

26
Q

what was the discharge rate at site 1?

A

0.003 cumsecs

27
Q

what was the discharge rate at site 2?

A

0.07 cumsecs

28
Q

what was the discharge rate at site 3?

A

0.275 cumsecs

29
Q

what was the discharge rate at site 4?

A

0.611 cumsecs

30
Q

what was the mean bedload at site 1?

A

700.6mm

31
Q

what was the mean bedload at site 2?

A

140.8mm

32
Q

what was the mean bedload at site 3?

A

113.1mm

33
Q

what was the mean bedload at site 4?

A

158.7mm

34
Q

what was the mode bedload roundness at site 1?

A

semi angular

35
Q

what was the mode bedload roundness at site 2?

A

semi rounded

36
Q

what was the mode bedload roundness at site 3?

A

semi rounded

37
Q

what was the mode bedload roundness at site 4?

A

rounded

38
Q

what was the hypothesis?

A

bedload size and shape decreases downstream and become more rounded
width and depth increase downstream causing cross section area to increase

39
Q

how did we measure the width

A

holding. tape measure taut from bank to bank

stratified

40
Q

how did we measure the depth

A

metre ruler at regular intervals across the width

systematic

41
Q

how did we measure the velocity

A

impeller and stop watch

42
Q

how did we measure pebble size and roundness

A

capillars
powers scale
random - biased

43
Q

name some secondary data collection

A

previous groups data

OS map

44
Q

how did we present the data?

A

cross sectional diagrams
velocity scatter graphs
divided bar chart - load shape and size

45
Q

conclude the cross sectional area hypotheses

A

The cross sectional area increased downstream from 0.025m2 to 1.352m2 from site 1 to site 4. This is due to vertical and lateral erosion along the river’s course

46
Q

conclude the velocity hypothesis

A

The velocity increased downstream from 0.12m/s at site 1 to 0.45m/s at site 4. This is mainly due to tributstires joining do there is more water therefore more energy. `there is also less friction as the water has eroded the river bed.

47
Q

conclude the bedload size and shape hypothesis

A

The bedload size and shape decreased downstream from an average of 700.6mm at site 1 to 158.7mm at site 4. This is due to when tributaries join the river there is more energy which causes more attrition - therefore the bedload size becomes smaller and more rounded.

48
Q

evaluate the investigation

A

I thought that this investigation went well and lots of our results are quite accurate. To improve the investigation I feel that we should have done more repeats for better accuracy. The equipment that we used was good but in some cased the equipment jammed - especially the impellor which could have impacted some of our results. If the river is too shallow to use the impellor, measure how fast it takes a dog biscuit to travel over a set distance.