Table 1.
Comparison of the Rivers Camel and Conwy catchment characteristics, data summarised from Coxon et al. (2020). Historical data covers the period 1st October 1970 – 30th September 2015. Camel catchment data pertains to the 49001 – Camel at Denby gauge (NERC, 2020b) situated 1.89 km up stream of the upstream model boundary (it does not include the catchments/discharges of the rivers Allen, Polmorfa, Amble and Petherick that were also modelled). Conwy catchment data pertains to the 66011 – Conwy at Cwmlanerch gauge (NERC, 2020b) situated 5.65 km upstream of the upstream model boundary. ∗Negative seasonality index implies precipitation peaks in winter and values close to zero indicate uniform precipitation through the year.
| Characteristic | Camel | Conwy |
|---|---|---|
| Geography and Topology | ||
| Entire Area Catchment Area (km2) | 413 | 574 |
| Upper catchment area - above upstream model limit (km2) | 210 | 340 |
| Max Elevation (m) | 411 | 1050 |
| Median Elevation (m) | 162 | 330 |
| Catchment mean drainage path slope |
87.9 |
169.7 |
| Climatic (historical) | ||
| Mean daily precipitation (mmd−1) | 3.77 | 5.83 |
| Frequency of dry (<1 mm d−1) days (d yr−1) | 188 | 162 |
| Average duration of dry periods (d) | 3.55 | 3.17 |
| Freq of high-precipitation ( 5 times mean daily precipitation) days (d yr−1) | 14.02 | 12.53 |
| Average duration of high-precipitation days periods (d) | 1.09 | 1.13 |
| Seasonality Index of precipitation∗ |
-0.21 |
-0.26 |
| Hydrologic (historical) | ||
| Mean daily discharge (m3s−1) | 2.44 | 4.82 |
| Q5 – 5% flow percentile (m3s−1) | 0.40 | 0.34 |
| Q95 – 95% flow percentile (m3s−1) | 7.11 | 17.65 |
| Runoff ratio of mean daily discharge to mean daily precipitation | 0.65 | 0.83 |
| Slope of flow duration curves between log transformed 33rd and 66th streamflow percentiles; higher values are generally associated with basins with steeper topography and lower permeability (Yadav et al., 2007) | 2.66 | 3.37 |
| Ratio of mean daily baseflow to daily discharge (based on Ladson et al., 2013 hydrograph separation method) | 0.64 | 0.41 |
| Number of high flow days per year (>9 times the median daily flow) | 1.22 | 13.49 |