From: Turning the tide: understanding estuarine detection range variability via structural equation models
Phase (hours) | D50 (m) | Noise (mV) | Water depth (m) | Tilt angle (\(^\circ\)) | Water velocity (m/s) |
---|---|---|---|---|---|
HW (1) | 171 | 326.80 | 3.60 | 19.00 | – 0.65 |
Ebb (1) | 229 | 224.35 | 3.28 | 18.00 | 0.11 |
Ebb (2) | 200 | 223.40 | 2.72 | 21.00 | 0.62 |
Ebb (3) | 123 | 370.00 | 2.30 | 23.00 | 0.72 |
Ebb (4) | 100 | 443.20 | 1.81 | 23.00 | 0.72 |
Ebb (5) | 89 | 468.95 | 1.35 | 24.00 | 0.71 |
Ebb (6) | 83 | 482.25 | 0.92 | 25.00 | 0.70 |
Ebb (7) | 71 | 472.15 | 0.52 | 29.00 | 0.68 |
LW (1) | 88 | 418.40 | 0.46 | 28.00 | 0.64 |
Flood (1) | 189 | 193.45 | 0.88 | 21.25 | 0.04 |
Flood (2) | 203 | 192.90 | 1.51 | 20.00 | – 0.38 |
Flood (3) | 157 | 283.45 | 2.46 | 23.00 | – 0.66 |
Flood (4) | 88 | 474.00 | 3.32 | 23.00 | – 0.88 |
HW (1) | 171 | 326.80 | 3.60 | 19.00 | – 0.65 |