River Holford - FIELDWORK Flashcards
Where is the River Holford located?
Source/mouth?
Somerset, Nettlecombe.
Source - Lady Fountain’s Spring.
Mouth - Kilve Beach.
Why was the River Holford chosen as the location? 6
- 7km long - easy and accessible.
- Walkable within a day - antecedent conditions reduced.
- Risk assessed; safe to walk.
- Shows different geology; Mercian mudstone - impermeable, Jurassic limestone and sandstone - permeable.
- Gradient - shows upper, middle and lower courses.
- Landuses - urbanisation and deciduous forests.
What was the aim of the River Holford investigation?
How and why do channel characteristics change from the source at Lady Fountain’s Spring, to the mouth at Kilve Beach, along the River Holford in the Quantock Hills, Somerset?
How was the investigation of the River Holford risk assessed? 7
- Groups of 4 - in the event of an accident, the safety of the group wouldn’t be compromised.
- Never stray from other groups - help always within reach.
- Stay away from steep slopes to avoid slipping - particularly near Lady Fountain’s Spring.
- Avoid deep water - never above wellington height - less risk of hypothermia.
- Sensible behaviour to ensure instructions are heard.
- Appropriate clothing - reduces hypothermia and tick risk - avoid Lyme’s disease.
- Clean hands; use hand sanitizer to avoid Weil’s disease.
What are the 7 hypothesis’ used to investigate the River Holford?
- Discharge increases from source to mouth.
- Width increases from source to mouth.
- Velocity increases from source to mouth,
- Depth increases from source to mouth.
- Gradient decreases from source to mouth.
- Bedload size decreases from source to mouth.
- Bedload becomes smoother from source to mouth.
What do all the hypothesis’ relate to?
Bradshaw’s model.
It shows that discharge, occupied channel width, channel depth and average load quantity increases downstream.
We wanted to test this.
How did we measure the velocity of the River Holford?
- PRIMARY DATA COLLECTION
- Stratified sampling - we chose 7 sites.
- Measured the width from bank to bank using a tape measure in metres.
- Divided the width by 3 to find 3 specific places - systematic sampling.
- The hydroprop and impeller was held just under the water to measure the highest velocity at each point.
- Another person timed it using a stopwatch in seconds.
- A formula was used on the computer to work out the velocity per second, and later the discharge.
What does reliability of the primary data collection mean?
How well the data reflects the River Holford.
What does the accuracy of the primary data collection mean?
How well the data was collected.
What were the limitations of the velocity primary data collection? 6
- Reliability questioned - only 7 sites used.
- Width readings could be measured due to the flow of the water caught on the tape - could increase reading.
- Inaccurate measurements due to the hydroprop movements e.g. leaf stuck in the impeller could reduce the velocity.
- Influence of the bedload could reduce velocity due to friction.
- People upstream cause friction - slowed down velocity.
- Inaccurate stopwatch timings - between calling start/stop and actually pressing the stopwatch decreases the velocity reading.
What secondary data was used to investigate the River Holford?
- Textbooks - Barker or Smith’s AQA books.
- Bradshaw model - based on a number of different rivers under different conditions.
- Met office/weather - shows the relationship between rainfall and discharge/antecedent conditions.
- Geology map - needed to explain discharge and permeable/impermeable rocks.
- OS maps - needed to locate the area and determine sites e.g. tributary meets at the River Holford.
- Results used from existing data collection could be used to increase sample size.
How was technology used to help investigate the River Holford? 7
- GIS - can overlay geology and river data from OS maps.
- Google earth - determined the sites.
- Microsoft excel - for calculations.
- GPS - carried by tutor.
- Digital camera - for photographic annotations.
- Multimaps - OS maps.
- Met check office data bases - check for antecedent conditions.
What were the results for the discharge of the River Holford for sites 1-7?
- 0.01m/sec
- 0.01m/sec
- 0.02m/sec
- 0.10m/sec
- 0.58m/sec
- 0.52m/sec
- 0.64m/sec
What was the anomaly for the discharge results and what could this be due to?
Site 5 - 0.58m/sec.
This could be due to urbanisation - Holford Village.
Impermeable surfaces increases runoff and therefore discharge.
How was a scatter graph used to show the results of the primary data collection? 5
- X axis - independent variable - distance.
- Y axis - dependent variable - discharge.
- Plotted the 7 points.
- Drew a line of best fit to show a strong positive correlation.
- Identified the anomaly - site 5 - 0.58m/sec.