Table 4.
Details of river discharge and high tide times used for transport time simulations. The Camel the discharge given is for the main river, the discharge of its four tributaries included in the model were scaled proportionally.
| Camel | Conwy | |
|---|---|---|
| Discharge(m3s−1) | ||
| Qmin | 0.82 | 0.99 |
| Q29/3 | 4.82 | 4.62 |
| Qmax | 35.80 | 312.99 |
| Max tidal elevation above mean (m) | ||
| Spring Tide | 6.00m | 5.96m |
| Neap Tide | 1.36m | 1.80m |