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Year 10 Geography Coursework at Newhaven and Seaford, East Sussex.
“Sediment is transported along the coast in large amounts and this has consequences for humans.”
“Sediment is transported along the coast in large amounts and this has consequences for humans.”

Introduction “Sediment is transported along the coast in large amounts and this has consequences for humans.”
For our GCSE field work we were given this hypothesis (stated above) to examine. The most appropriate places we visited to investigate this hypothesis was Newhaven and Seaford on the South East coast. They are suitable places to visit as they are relatively close to us in Crawley, West Sussex. These places are most at risk from coastal erosion and flooding as they are along the South East coast.
A process which transports sediment along the coast is called long shore drift. It is the process by which sand and pebbles are moved along a beach by the movement of waves. As water rushes up the beach it forms the swash and as it returns down the beach, the backwash. The most common direction in which the waves move is determined by the direction from which the wind blows most often (prevailing wind). There is evidence that long shore drift is operating and we are going to prove it. At Seaford long shore drift is constantly occurring moving sediment from West to East. Seaford regularly has beach replenishment operations where material is moved from one side of the beach to the other. Diagram of long shore drift. This movement of sediment has consequences to us for example, result in inconvenient build up of sediment or starve beaches of sediment. Historical it blocked the mouth of rive Ouse. The harbour arm stopped the sediment from getting onto the beach, so the beach wasn’t there now. Swash direction north east, backwash south wind direction south west
First we went from our school in Crawley to Newhaven in Lewes, district of East Sussex. It lies at the mouth of the River Ouse, on the English Channel coast. It also has a ferry port for services to France. Newhaven is a coastal town in the Lewes District of East Sussex in England. Newhaven is 8.9 miles from Brighton and 33.7 miles from Holy Trinity School, Crawley. Newhaven is a shingle beach which has a fairly steep slope heading to the sea. The larger single (the coarser, larger material is carried to the top of the beach as the swash is usually stronger than the backwash), and pebbles are located at the top of the beach and smaller shingle at the bottom nearer the sea. It is open to the public. In Newhaven we went to castle Hill and Harbour Heights to carry out our investigation. At Harbour heights the cliffs were made up of chalk (which makes them very vulnerable to erosion) and flint nodules and the beach was quite narrow.
We then took a short trip to Seaford, which is situated less than 4 miles eastwards down the coast. Seaford is also a coastal town in the county of East Sussex, it lies East of Newhaven and Brighton and West of Eastbourne. We visited Cliff end in Seaford to carry out further investigations to test the hypothesis. Seaford is a man-made shingle beach stretching 2km. The beach at Cliff End in Seaford is quite narrow and has been approached by hard engineering as rock armour or rip rap(large granite boulders) has been placed down in front of the cliffs to absorb the waves energy and to stop the waves from reaching the coastline , the cliffs(rocks came from Norway) They also prevent large scale undermining The cliffs are also chalk with flint nodules. The public can use the beach.

. Problems…-evaluation – tape measure get blown by wind so measuring longer-who tells u that’s a changing gradient- measure the stone size but people can have different opinions very subjected.-unavoidable.-who I worked with
Methodology - In order to test my hypothesis I had to collect three different methods of data collection to see if large amounts of sediment are transported along the coast. For my study, at Newhaven, the data collected were a beach profiling, pebble sizing and a litter survey.
Beach Profile:
I chose this method because it is simple and accurate way of testing the hypothesis. The equipment I used was a 1x20m tape measure, 2x ranging poles, a clinometer, powers pebble roundness index and callipers(1pair).
Method – Firstly I set a control point in the ground (approx... 5 metres from the sea), where one person held a ranging pole vertically at different intervals at areas of where there seemed to be an increase or decrease in gradientsWe then used the tape measure to measure from the bottom red-white divide on the first pole to the same place on the pole further up the beach. The reason we measured the distance between the poles at that specific point was to make the test more accurate and so we wouldn’t be measuring from different heights on each pole, parallax error. This would have resulted in inaccurate results. We then wrote our results in our table.
Next we measured the increase and decrease of the beach. This time we used the top red-white divide on the ranging poles and a clinometer. We placed the clinometer on the divide and lined up the sights with the top divide on the other ranging pole. We then read off the angle in degrees. If the angle was positive the there was an increase, if it was negative then there was a decrease in the beaches gradient and if it read zero there wasn’t any change at all. Again we tried to make sure that we used the red-white divide so the results were not inaccurate.
We then moved the first pole but kept the second one in the same place. We measured the angle and distance at each point. We carried out this ‘leapfrogging technique’ up to 20 times for consistency. After we recorded all the results at castle hill we moved down to harbour heights and repeated this there.
Another data collection technique that we used was called pebble size collection. For this we had to collect the size of a pebble closest to every second ranging pole. We used callipers to measure the random pebble across its long axis; we chose random pebbles to avoid any chances of being biased. The litter survey was the third method of data. I counted the litter and decided on a table-pie chart

I have displayed this data that I collected at both harbour heights and castle hill in the tables below:
Castle Hill
Wind direction: South west
Waves: swash direction: North West
Back wash direction: south

Site number | Distance between ranging poles(m) | Angle(®) | Pebble size (cm) | Pebble roundness (powers 1-6 index) | 1 | 6.50 | 7 | 4.4 | 4 | 2 | 6.70 | 5 | 4.8 | 2 | 3 | 3.18 | 10 | 6.9 | 1 | 4 | 2.00 | 14 | 4.7 | 1 | 5 | 2.10 | 19 | 4.3 | 2 | 6 | 2.20 | 7 | 3.6 | 2 | 7 | 3.40 | 10 | 3.4 | 3 | 8 | 5.60 | 13 | 2.9 | 2 | 9 | 5.77 | 5 | 5 | 2 | 10 | 3.20 | 10 | 4.8 | 1 | 11 | 4.40 | 20 | 3.7 | 1 | 12 | 5.31 | 10 | 2.9 | 2 | 13 | 3.15 | 1 | 4.5 | 2 | 14 | 4.70 | 0 | 5.7 | 2 | 15 | 5.70 | -5 | 3.9 | 3 | 16 | 9.40 | -3 | 5.0 | 2 | 17 | 7.30 | 3 | 6.1 | 1 | 18 | 6.90 | 0 | 8.1 | 3 | 19 | 9.80 | 3 | 4.0 | 1 | 20 | 10.00 | 0 | 4.2 | 3 |

Total Distance up the beach (M)
Total Distance up the beach (M)
East
East
The total height of the beach was 8.7 metres.
The total height of the beach was 8.7 metres.
At Castle Hill the beach is very long. The total length of the beach is 109 metres.
At Castle Hill the beach is very long. The total length of the beach is 109 metres.
Total height up the beach (M)
Total height up the beach (M)

The front of the beach is steep compared to the end which is quite smooth.
The front of the beach is steep compared to the end which is quite smooth.

There are four fairly shallow dips.
There are four fairly shallow dips.

This graph shows the total height and distance of castle hill east beach at Newhaven.
This graph shows the total height and distance of castle hill east beach at Newhaven.

.

Site number | Distance between ranging poles (m) | Angle (0) | Pebble size (cm) | Pebble roundness (powers 1-6 index) | 1 | 3.2 | 5 | 9.7 | 4 | 2 | 2.6 | 15 | 11.6 | 4 | 3 | 4.9 | 10 | 10.1 | 4 | 4 | 6 | 10 | 10.8 | 5 | 5 | 4.6 | 15 | 9.0 | 6 | 6 | 4.2 | 9 | 9.0 | 5 | 7 | 3.35 | 15 | 6.9 | 4 | 8 | 2.6 | 5 | 8.0 | 4 | 9 | 2.6 | 7 | 11.3 | 5 | 10 | 1.9 | 4 | 12.5 | 4 | 11 | 4.2 | 14 | 12.0 | 6 |
Harbour Heights

Wind Direction: South West
Waves: Swash direction: North East
Backwash direction: South
Harbour Heights

Wind Direction: South West
Waves: Swash direction: North East
Backwash direction: South

The graph shows the total height and distance of the beach at harbour heights.
The graph shows the total height and distance of the beach at harbour heights.
Beach Profile –Harbour Heights
Beach Profile –Harbour Heights

Total height up the beach (M)
Total height up the beach (M)

The distance of the beach is very short, only 41 metres.
The distance of the beach is very short, only 41 metres.

The total height up the beach was 7.3 metres.
The total height up the beach was 7.3 metres.
Total distance up the beach M
Total distance up the beach M

There are roughly 4-5 very shallow dips.
There are roughly 4-5 very shallow dips.

Site Number | Pebble size | Rank 1 | 1 | 9.7 | 25 | 2 | 11.6 | 29 | 3 | 10.6 | 26 | 4 | 10.8 | 27 | 5 | 9.0 | 23.5 | 6 | 9.0 | 23.5 | 7 | 6.9 | 19.5 | 8 | 8.0 | 21 | 9 | 11.3 | 28 | 10 | 12.5 | 31 | 11 | 12.0 | 30 | Total of ranks | ----------- | 283.5 |
Man-Whitney U test-Harbour Heights (independent data collection)
Man-Whitney U test-Harbour Heights (independent data collection)
U1=11×20+1/2 11(11+1)-283.5
U1=220+66-283.5=2.5
U1=11×20+1/2 11(11+1)-283.5
U1=220+66-283.5=2.5
U1=n1n2 +1/2n (n+1)-∑R1
U1=n1n2 +1/2n (n+1)-∑R1
The beach is quite steep throughout.
The beach is quite steep throughout.
As I was carrying out my work, I realised that the size of some of the pebbles were different at castle hill (smaller) and at harbour height where they seemed to be bigger. To see if this was long shore drift or just by chance I decided to carry out a test. Mann-Whitney U test which requires me to make a “null hypotheses” “There is no significant difference in pebble size at the Western and Eastern ends of the beach at Newhaven” The test is used to prove or disprove this hypothesis. My working out are displayed below:
As I was carrying out my work, I realised that the size of some of the pebbles were different at castle hill (smaller) and at harbour height where they seemed to be bigger. To see if this was long shore drift or just by chance I decided to carry out a test. Mann-Whitney U test which requires me to make a “null hypotheses” “There is no significant difference in pebble size at the Western and Eastern ends of the beach at Newhaven” The test is used to prove or disprove this hypothesis. My working out are displayed below:

My Independent data collection.
My Independent data collection.

Roundness index | 0 | E | (0-E) | (0-E2) | | | 2 | 16 | 7.8 | 8.2 | 67.24 | 67.24/7.8=8.6 | 3 | 4 | 7.8 | -3.8 | 14.44 | 14.44/7.8=1.9 | 4 | 6 | 7.8 | -1.8 | 3.24 | 3.24/7.8=0.4 | 5 | 5 | 7.8 | -2.8 | 7.84 | 7.84/7.8=1.0 | TOTAL | 31/4=7.75=7.8(ROUNDED) | | | | 11.9 |

Using the roundness index I have made sure that there are 95% chances out of 100 that long sure drift is happening at Newhaven. This is evidence that longshore drift is occurring at Newhaven.
Using the roundness index I have made sure that there are 95% chances out of 100 that long sure drift is happening at Newhaven. This is evidence that longshore drift is occurring at Newhaven.
Ideas for Analysis-. After the groyne and the rock armour managed retreat in taking place. A terminal groyne has also been put in to trap the pebbles and keep the beach as wide as possible therefore enhancing tourist potential. Every October in Seaford people gather up the pebbles and shingle at the front of the groyne and put it back over the beach evenly, this is a soft engineering approach called beach nourishment and it reduces long shore drift
Ideas for Analysis-. After the groyne and the rock armour managed retreat in taking place. A terminal groyne has also been put in to trap the pebbles and keep the beach as wide as possible therefore enhancing tourist potential. Every October in Seaford people gather up the pebbles and shingle at the front of the groyne and put it back over the beach evenly, this is a soft engineering approach called beach nourishment and it reduces long shore drift
Total distance up the beach (M)
Total distance up the beach (M)

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