fieldwork - river holford Flashcards

1
Q

what is the title of our physical fieldwork?

A

Exploring downstream changes along the River Holford

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2
Q

benefits of the location

A
  • river had footpaths = safe and accesible
  • accesible car park
  • only 7km long = we could evaluarte parts of the whole river in aday
  • river showed obvious changes
  • previous schools studies here = so we knew it was safe and legal to do
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3
Q

name 2 risks and ways to prevent them:

A
  1. slipping/tripping - wear appropiate footwear, dont run
  2. drowning - avoid deep fast flowing water
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4
Q

whats the geographical theory?

A

BRADSHAW MODEL
- discharge increases downstream as tribatries join
- velocity increases as there is larger for veloicity of water = more energy & less friction as chanell widens and deepens

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5
Q

hypothesis

A
  1. discharge will increase as we move downstream
  2. velocity will increase as we move downstream
  3. cross section area will increase as we move downstream
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6
Q

what sampling method did we use?

A

**stratified **
- measuring after tributries
- helped us asses reasons for inc discharge
- sites also chosen based on accessibilty and safety

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7
Q

explain the qualitve method used?

A
  • we used a field sketch/photo and annotated it to higlight key features e.g gradient, pebble size
  • helpes to understand subjective elements of each site
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8
Q

explain quantative method

A
  • cross sectional area
  • we used a tape measure to measure the width of the wetted edges [stratfied]
  • then divided the width by 10 and used a meter ruler to measure the depth at all 10 points [thin end faced up stream]
  • then used 2 measurements to calc cross sectional area
    =sytematic
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9
Q

explain quantative method 2 [systematic]

A
  • velocity
  • at each site we measured the width w a tape measure and divided it by 3
  • at each point used a** flow meter **and timed how long it took the impellor to reach the bottom
  • then worked out the mean velocity from 3 readings
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10
Q

secondary data used ?

A
  • geology maps to work out geology of area
  • google maps = to identify safe acsess points
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11
Q

how did we present our data

A
  • line graph
  • plot the change discharge against distance downstream [continous data]
  • see data, patterns & anomlies clearly
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12
Q

how was GIS used

A
  • to locate our velocity data onto a map = so we could visually see the change in velocity
  • with proportional symbols
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13
Q

what did our results show?
example

A

as we travelled downstream the discharge, cross sectional area and velocity increased
e.g
avergae width ic from 40cm to 210cm
[site 1 to site 5]

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14
Q

how reliable were our results

A
  • in fast flowing parts = hard to keep tape measure taut may have impacted reading
  • identifying the wetted bank = subjective
  • only took data from 1 day = so the wind direction and weather may of impacted results
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15
Q

what improvements could be made?

A
  • larger sample size
  • gone at different times of year
  • use a dif technique for velocity w low flow
  • we could of ensured our ruler was facing thin end upstream when measuring depth = inc the accuracy
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16
Q

analysis

A
  • data of discharge filles into table then a line graph where line of best fit was added [show clear positive trend]
  • then looked alongside photos = visyual representation of change
  • to make analysis more accurate our results were compaed w other groups = larger sampling size
  • & compared w previous year to see if patterns were reliable
17
Q

conclusions

A
  • can conclude as we travel downstream discharge, volume, cross sectioanl area increased = supporting Bradshaw model
  • accurate:
  • used technical equipment like a flowmetre but human error may have reduced accuracy
  • line of best fit showed few anomlies & strong positive correlation between discharge and distance = can trust our results
18
Q

accuracy

A

issues:
- river was flowing to quickly in some places = difficult to hold tape measure taut may have impacted width reading
- indetfying the wetter back was subjective accuracy ,ay have been reduced [diff readings]
- velocity reading some places flow was to slow impellor dindt move so we simply registered 300 seconds

19
Q

evaluation

A
  • overall are conclusions were valid:
  • measured velocty 3 times and took an average
  • same persons identifies wetter bank to inc accuracy
  • compared our results to other groups = larger sample size and inc accuracy
  • tape measure wasnt always taut reducing accuracy
20
Q

how could a systemic sampling stagey be used?

A
  • we could of taken mesurements every 1km
    = less bias, shows change over distance