the bradshaw model shows that the channel widthincreases with distance downstream and the channel depthincreases with distance downstream so therefore the channel crosssectionalarea must increase as well
cross section graphs
my results matched this model because the meandepth, cross-sectional area and channel crossprofile all increase with distance downstream
cross section graphs
humanintervention may have affected this as there may have been more in the middlecourse, however it does show the bradshawmodel
cross sectional area results:
upper course: 828 cm squared
middle course: 2108 cm squared
lower course: 10788 cm squared
velocity vs distance downstream scatter graph
this graph has a weakpositivecorrelation. site 10 velocity decreases due to humanintervention. at site 8 we chose a place that was humanly edited and had a footpath in the middle of the channel, so this was an anomoly - velocity was lower
velocity vs distance downstream scatter graph
overall, the data matches the bradshawmodel as it got fasteroverall aside from a few anomolies as the channel becomes deeper and there is lessfriction between the water and the bed and banks of the river which results in velocity increasing
velocity vs distance downstream scatter graph
in the river holford, there is some evidence of slowing the flow in the upper course to prevent flooding by using deadtrees in the channel. in the lowercourse, the river was contained in a carpark with a narrower, deeperchannel made by humans
dispersion graph for clast size
the graph actually shows that the clastsize gets bigger, which does not match bradshaws theory, this is probably due to humanerror, as naturally we would have chosen the biggerrocks due to a bias, especially as the river got deeper
the depth of the river increased with distancedownstream overall, as site 1 had an average 6cm depth, whereas site 10 was on average 34.8 cm deep, which matches the bradshawmodel
the width of the river increased with distancedownstream overall, as site 3 was 138cm wide whereas site 10 was on average 310cm wide, this matches the bradshawmodel
the velocity of the river increasedoverall with distancedownstream as site 1 was 0.246m/s on average, whereas site 9 was 0.992 m/s on average, however site 10 had a lower velocity of 0.582 m/s which was due to humanintervention at the water treatment centre. this partially matches the bradshawmodel, but human intervention did affect it
human intervention sites:
trees placed in the uppercourse to slow the flow of rover to avoid and prevent flooding, it is naturaldebris
the river has been made deeper and less wide by the carpark near Kilvebeach
the river has been split into twochannels to go around the watertreatmentplant near kilve beach