The River Lyn has two channels which meet about two thirds along the River Lyn, and carry on as one until it reaches the Bristol Channel at Lynmouth. They join at Watersmeet, and from Watersmeet to the mouth the length of the River Lyn is 2. 5 miles and drops 110 metres. The gradient can be up to 1 in 63 at some parts of the River Lyn. Canoeing takes place November to February (on a restricted scale), and at other times fishing is allowed. The East and West Lyn rivers once flowed parallel to the coast eroding 660 ft deeply into the plateau, where it entered the sea at Lee Bay.
With the breaching of the valley sides the East and West Lyn rivers cascaded to the shore at Lynmouth, and now there is a fossil filled Riverbed high above the active river. On the 15th August 1952 there was a huge flood, there was high rainfall levels and all the water in the Exmoor catchment went into the River. Above Lynmouth the catchment area of a total 39. 2 square miles are of gentle sloping and flat toped moors. Large boulders and rocks were carried in the flow towards Lynmouth destroying houses, roads and bridges. Many lost their lives during the flood.
Changes have been made nearer the mouth of the River Lyn due to this. The Bradshaw model of River characteristics. This is what I will be comparing the River Lyn with to see, to what extent does the River Lyn conform with the Bradshaw model of River characteristics? Fig. 1 Annotated sketch maps of location. Hypothesis Fig. 4 River channel characteristics Hypothesis. As you go down stream it will¦ Water depth (and channel depth) Increase, due to erosion, surface runoff into River, through flow Occupied channel (And water) width Increase, due to erosion, tributaries joining on to it, surface runoff into River, through flow.
Wetted perimeter Increase, due to erosion, tributaries joining on to it, surface runoff into River, through flow Velocity Increase Load particle size Increase, discharge allows larger size sediment Gradient Decrease, land flattening going downstream Hydraulic radius Increase, due to bigger depth and width of River, so less water is in contact with bed and banks, so theres less friction. Discharge Increase, due to erosion, tributaries joining on to it, surface runoff into River, through flow Cross sectional area Increase, due to all the above factors Method. Methodology table.
The weather, time of day and year, and the accuracy of our samples could have effected the measurements as well as the extra limitations in the table. Fig. Data collected Equipment needed Purpose Method Limitations Date 5, 20, A, B, C Water + channel depth Metre rules To see if it conforms to the Bradshaw model At equal distances across the River the depth was measured with a measuring rule. Water was pushing against the rule, made it difficult to keep it vertical in the water, which could make the reading higher. 11/11/02 6, A, B, C Water + channel width Metre rules To see if it conforms to the Bradshaw model.
Measured with a measuring rule, or with string, which was then calculated. There was a difficulty in trying the keep the tape steady due to the flow of the River and the wind. 11/11/02 7, A, B, C Wetted perimeter String To help to see if the River Lyn conforms to the Bradshaw model Measured with string and following the Riverbed, then the string was measured. The water was very cold so it was difficult to hold the tape under the water. There were also rocks in the way so the reading will not be completely accurate because the rocks were in the way, and I was unable to remove them. 11/11/02 15, 17, 18, Z, B, C.
Cross sectional area Primary data To help to see if the River Lyn conforms to the Bradshaw model Count up the squares on the cross section diagram, and convert it to metres. 11/11/02 17, 24, 25, 26 Velocity Flow metre Stop watch To see if it conforms to the Bradshaw model Three measurements were taken, and then the average was measured. Then was worked into m/s. There could have been a time delay in shouting start and stop. Difficult in seeing the gauge under the water. 11/11/02 21 D90 bedload Ruler/tape measure To help to see if the River Lyn conforms to the Bradshaw model By counting 50 rocks then seeing the size of the 45th.
Being random was difficult; preference could have affected the rocks chosen. The water was very cold, whilst picking up the rocks. Some of the rocks were either to big or small to pick up. 11/11/02 8, 19 Gradient 2 people of the same height Clinometer To see if it conforms to the Bradshaw model By using a clinometer. Only a basic clinometer was used. Difficult to find someone the exact same height. 11/11/02 17,22 Hydraulic radius Ruler Pencil Primary data To help to see if the River Lyn conforms to the Bradshaw model By doing the calculation: cross sectional area (m2) i?? wetted perimeter (m) 11/11/02 23 Discharge Ruler Pencil Primary data
To see if it conforms to the Bradshaw model By doing the calculation velocity x cross-sectional area. 11/11/02 11, 12, 13, Photographic evidence Camera To have visual evidence as well as written evidence. Take photos are various points along the River Lyn, insert them into the project, and annotate them to help answer the key questions. The weather and time of day could have an effect on the photograph. 11/11/02 In addition to the equipment stated in the table, I also used a map, recording sheet, clipboard (covered for waterproofing), pencil, Wellington boots, and waterproof clothes. What I did-how, why and the sampling techniques I used.
Water + channel depth. I measured the depth of the River, but when it got too deep I was unable to measure the depth. I will have to get secondary data to help me see how much it conforms to the Bradshaw model of River characteristics. Fig. 5 Water + channel width. Fig. 6 Wetted perimeter. The way I measured the wetted perimeter, wasnt very accurate so I drew a cross-section of the River using my other data, and then measured it from the drawing as well. Fig. 7 Velocity. Three measurements were taken across the River; the places were picked carefully so nothing was in the way, which could give inaccurate readings.
I held the flow meter in the water and someone else timed to see how long it took for the propeller to move from one end to the other, and then an average was found. This was measured in seconds. Then to work out the proper velocity reading I used the calculation, 0. 0277 + (3. 2805 i?? average time in seconds). D90 bedload. The D90 bedload was measuring by selecting 50 rocks, putting them in size order, and selecting the 45th largest. 100 rocks are usually selected, and then the 90th largest is recorded, but there was not enough time to do this so the 45th was used. The longest axis of the 45th largest rock was measured, and recorded.
This was measured to find to what extent the load particle size of the River Lyn conformed to the Bradshaw model of River characteristics. The load particle size should increase as you go down stream. Gradient. The Bradshaw model of River characteristics states that the gradient should decrease as you move downstream. Fig. 8 Cross-sectional area. I will draw the Rivers cross section at all the places where I took the measurements, this will make sure none of the measurements are wrong, and then I can work out the Cross-sectional area. This will help work out other measurements, like the hydraulic radius.
Hydraulic radius. Hydraulic radius is the proportion of water in a channel cross section which is in contact with the channel margin. The length of the wetted perimeter, bed length and banks in contact with the water influences it. Hydraulic radius is the measure of the efficiency of a River channel. It is worked out by the calculation cross sectional area i?? wetted perimeter. Discharge. I will work out the average velocity and multiply it by the cross-sectional area. To help me see the extent the discharge conforms to the Bradshaw model of River characteristics. The sites I took my readings at.
The results were taken at various sites along the River Lyn. The locations of these sites are in the table below. Site number. 6 figure grid reference. Distance downstream. (Km) Name of site. 1 SS 755455 0. 074 Farley Water. 2 SS 753453 0. 622 Farley Water. 3 SS 748453 1. 099 Farley Water. 4 SS 742479 3. 975 Hoar Oak Water. 5 SS 726493 7. 333 East Lyn. Fig. 9 For photographs of the five sites see the data representation, analysis, and explanation. Example of result table This is what I filled in when I was doing my primary research. Some of the measurements had to be calculated later (like the mean velocity).
Fig. 10 Distance across baseline (cm) Channel depth (cm) Water depth (cm) Channel depth-water depth (cm) Velocity counts No. 1 m/s No. 2 m/s No. 3 m/s Water begins cm Water finishes cm Water width m Wetted perimeter m Mean water depth m D90 bedload Cm Gradient i?? Mean velocity m/s Evaluating problems that occurred Nearer the mouth of the River Lyn I was unable to take every measurement because it would have been unsafe. I had to take safety issues into consideration including the country code, paths, access availability, traffic, permission of entering certain areas, and the clothing I wore.
Not all of the measurements may have been accurate, because of the weather because if it had recently been raining a lot there might be a bigger volume of water in the River. The time of day and year could affect the measurements as well. Where I took my measurements could have gave false readings, because there could have been a waterfall or meander close by, different geology of the area, and the surrounding land use. My measurements could have been inaccurate due to me inaccurately measuring them, because of the weather conditions and the amount of time I had, and the accuracy and reliability of the equipment I had.
The flow and temperature of the River also could have made my results more unreliable. Data representation, analysis and explanation. Photographs of the five sites. Source of the River Lyn, looking North West, do Cross sectional area (m2).
750 10. 238 Discharge. (m3/s) Velocity (m/s) x cross sectional area (m2) 1 0. 198 x 0. 008 0. 002 m3/s Velocity (m/s) x cross sectional area (m2) 2 0. 242 x 0. 164 0. 040m3/s Velocity (m/s) x cross sectional area (m2) 3 0. 740 x 1. 050 0. 777m3/s Analysing the cross sectional diagrams. Site 1. The banks of site one look steep. The water depth is about 6cm, and the water width is about 17cm. The cross sectional area is about 0. 008m2. The wetted perimeter is 0. 46m. Site 2. The banks in contact with the water are steep, then on the right hand side the bank gradually flattens out, whereas on the left hand side, it stays quite steep.
This could be for a variety of reasons, including because there is a meander, so the outermost side would have been eroded away, there is also a path to the river, maybe from animals drinking water, which could have made the River flatter on one side then the other. The water depth is about 22cm, and the width is about 92cm. The cross sectional area is 0. 1636m2. The wetted perimeter is 2. 4m. Site 3. The banks in contact with the water are quite flat, so therefore the River is quite shallow, it is only about 21cm in depth, but about 4m62cm wide. The cross sectional area is 1. 05m2 and the wetted perimeter is 9. 75m.
From the data I collected from the five sites along the River Lyn, and the calculations I worked out from this data, I have produced some graphs, which are annotated. Fig. 18 The cross sectional area can be worked out by two techniques, it can be worked out by multiplying the width (m) by the average depth (m). Or it can be worked out by drawing a cross sectional area picture drawn to scale. I calculated it from the scaled cross sectional diagram, because this is more accurate, because it shows the exact depth, rather then an average, which could be inaccurate if there is a rock on the River bed. Fig. 19 Fig. 20 Fig. 21 Fig. 22 Fig. 23.
Velocity and a statistical test. I have chosen to do the Spearmans Rank Correlation Coefficient statistical test. (rs) on the relationship between the distance downstream and the velocity. Null hypothesis = there is no relationship between the distance downstream and the velocity. Rs can be used to discover if there is an association between two sets of measurements. The measurement levels I will use are interval levels. Fig. 24 This scatter graph shows the distance from the source and the velocity. Now I will draw a table to work out the Spearmans Rank Correlation Coefficient. Fig. 25 Distance downstream (m) Rank A Velocity (m/s).
Rank B Difference in Ranks (A-B) Difference squared (I looked up the Rs value in the significance table the published value from the significance table at the 5% level for five pairs of data is one. The calculated value is less than the published value, which allows the null hypothesis to be accepted. The data therefore suggests there is no relationship between the distance downstream and velocity.
Evaluating Spearmans Rank Correlation Coefficient. The graph showing velocity and distance downstream didnt really show any linear relationship. I did the statistic test to measure the strength of the relationship. The result was 0. 7. There were some problems that occurred when trying to work out the Spearmans Rank Correlation Coefficient, including only taking five sets of readings from the River Lyn, and to get a more accurate Spearmans Rank Correlation Coefficient then more than five sets of data were required. So if I did this again I would take more readings to get an accurate Spearmans Rank Correlation Coefficient.
Analysis and explanation. I have now done enough research to answer the title, To what extent does the River Lyn conform to the Bradshaw model of River characteristics? except for the load quantity and channel bed roughness of the River Lyn. It was not possible to obtain data, because we did not have sufficient equipment or time to do this. The title has been broken down into key questions to help me answer it. I have collected data on the gradient, D90 bedload, cross sectional area, velocity, depth, width and the discharge in order to help me answer the title.
For all of these I have collected the data and put it in the best possible form, e. g. diagrams, graphs, tables, photographs. I have used primary and secondary data. The Bradshaw model of River characteristics has several parts to it, showing whether each aspect decreases or increases as you go downstream. I chose to do a statistical test on the velocity of the River Lyn, because I wanted to know if the velocity and distance downstream had any relationship. I found out from doing a Spearmans Rank Correlation Coefficient statistical test, that there was no relationship between the distance downstream and the velocity.
The test was not very effective because I needed more readings. I only had one anomalous result in all of my readings; this was the velocity reading for the third site. It is higher than it should be. If the anomalous result wasnt plotted on the graph, then there would be a good positive correlation, with all points nearly on the line of best fit. This anomaly could have been for a variety of reasons, including when taking the reading with the flow metre, when shouting out when to start and stop to the person with the stopwatch, they could have had a delayed reaction time.
Other reasons could be the reliability of the equipment, how rushed I was for time, or the position the flow metre was held in the water. Fig. 26 Evaluation and conclusion. My key questions and results. My key questions are: 1. Does the size and speed of the River increase going downstream? And therefore does the discharge increase as you go downstream? 2. Does the gradient decrease as you go downstream? 3. Does the load particle size decrease as you go downstream? My results to these key questions: 1. The photographs show the River size increases as you go downstream.
From my results and graphs I can see the cross sectional area, width and mean depth also increase as you go downstream. So all of these prove that the size of the River increases as you go move from the source of the River Lyn to the mouth. From the velocity graph there is an anomalous point but there is still a positive correlation, proving that the speed of the River increases as you move downstream. So therefore the discharge also increases as you go downstream. This can also be proved by my results, and the discharge graph. 2.
From my results, the graph and secondary information the gradient decreases as you go downstream. 3. From my results and the graph, I did on the D90 bedload, the load particle size increases as you go downstream, but the Bradshaw model of River characteristics states that the load particle size should decrease as you go downstream. This will be evaluated late. My main findings. My results show: Fig. 27 Factor My results state Water depth Increase Water width Increase Wetted perimeter Increase Velocity Increase (with one anomalous result) D90 bedload Increase.
Gradient Decrease Hydraulic radius Increase Discharge Increase Cross sectional area Increase The Bradshaw model of River characteristics states that: Fig. 28 I will now find the similarities and differences between my results and the Bradshaw model of River characteristics: Fig. 29 Factor Bradshaw model results My results Discharge Increase Increase Occupied channel width Increase Increase Water depth Increase Increase Water velocity Increase Increase Load quantity Increase Unable to measure Load particle size Decrease Increase Channel bed roughness Decrease.
(See below paragraph Evaluating similarities and differences between my results and the Bradshaw model of River characteristics. ) Slope angle (gradient) Decrease Decrease Evaluating similarities and differences between my results and the Bradshaw model of River characteristics. All of my answers are the same as what the Bradshaw model of River characteristics states except for the load particle size and the channel bed roughness. Why? The water depth increases due to erosion. The occupied channel width, discharge and wetted perimeter increases due to erosion, tributaries joining, surface runoff into River, and through flow etc.
Velocity can be affected due the channel shape, the roughness of the channel bed and banks and the channel slope. The gradient should decrease due to the land flattening as you go downstream. The hydraulic radius will increase going downstream due to due to bigger depth and width of River, so less water is in contact with bed and banks, so theres less friction. Load particle size. The technique used to find the Load particle size was the D90 bedload, this is just one of many of the ways to find the Load particle size.
Whilst picking out 50 rocks there could have been favouritism, the smallest and largest rocks wouldnt have been picked because the small ones would be hard to find and could have fallen down between the bigger rocks, and the larger ones could have been too heavy to lift. Certain rocks might not have been picked because of the wildlife on them. If I did this again I would find a better way of picking out rocks at random, or I could use a piece of apparatus like a bedload trap which sits in the River, and collects the rocks flowing past it. Channel bed roughness.
I couldnt get any measurements of channel bed roughness, because I didnt have any equipment to measure this and there are no calculations to find channel bed roughness from my primary data. The only way I can measure this is by looking at the cross section diagrams, and looking how smooth the channel bed is. From these diagrams site one and two are both quite smooth along the bed of the River, and site three is slightly rougher. But this is not an accurate measure of the channel bed roughness. If I did this again, I would use appropriate equipment to measure this. Was my hypothesis correct? Fig. 30.
River channel characteristics My Hypothesis. As you go down stream it will¦ Was my hypothesis correct? Water depth (and channel depth) Increase. V Increase. Occupied channel (And water) width Increase. V Increase. Wetted perimeter Increase. V Increase. Velocity Increase. V Increase. Load particle size Increase. X Decrease. Gradient Decrease. V Decrease. Hydraulic radius Increase. V Increase. Discharge Increase. V Increase. Cross sectional area Increase. V Increase. Evaluating the enquiry. Strengths The Bradshaw model of River characteristics is very precise, which made it easier to decide what calculations were needed.
The title could be split down in to key questions effectively. The hypothesis and methodology could be written in a table to keep the word count lower. The photos and analysis are good and help me to see, visually, the sites I took my measurements at. The cross section diagrams are very useful, as well as being very accurate, I worked out a lot of calculations and other useful information from them. The graphs were very helpful and helped create a visual picture of the trends as you move down the River Lyn. All key questions were answered at the end so this is a good achievement.
Weaknesses There werent many maps to draw a map of the River Lyn and its surrounding area from. There was lots of information needed in the method about each of the measurements I would be collecting data on, so this made the word count considerably higher. The statistical test to see if there is a relationship between velocity and distance downstream didnt really work very well because I didnt have enough readings from along the River Lyn. There werent many Internet sites to obtain secondary data about the River Lyn. Opportunities
If I did this experiment again I would use appropriate equipment to find out the load quantity. If I did this experiment again I would use appropriate equipment to find out the channel bed roughness. If I did this experiment again I would take readings at more sites along the River Lyn. Threats There are obstacles along the River Lyn like there has been flood protection downstream because of the 1952 flood, so this could affect the readings. (See the picture below. ) The weather could make the level of the River rise, fall or even freeze which could affect the River and the results.
Fig. 31 Overall. The River Lyn does follow the Bradshaw model of River characteristics very well, apart from the load particle size, which the form of data collection I used was not very accurate. Load quantity and channel bed roughness were not researched, and there was no secondary data suitable for using. Overall the whole enquiry went very well and I am very proud of what Ive achieved. I was able to answer all the key questions and nearly answer the question, to what extent does the River Lyn conform to the Bradshaw model of River characteristics?