| Station | Distance (m) | Elevation (m) (relative to:) | Remarks |
|---|---|---|---|
| BM 1 to BM 2 | (BM 1) | ||
| 1. | 34.83 | 2.79 | |
| 2. | 33.43 | 2.65 | |
| 3. | 32.24 | 2.59 | |
| 4. | 30.85 | 2.44 | |
| 5. | 29.75 | 2.32 | |
| 6. | 28.56 | 1.98 | |
| 7. | 27.05 | 1.49 | |
| 8. | 26.85 | 1.4 | |
| 9. | 25.65 | 1.25 | top of cut bank |
| 10. | 25.52 | -0.79 | bottom cut bank (sand alluvium) |
| 11. | 24.73 | -1.3 | |
| 12. | 24.33 | -1.45 | |
| 13. | 23.83 | -1.66 | |
| 14. | 23.34 | -2.12 | |
| 15. | 22.84 | -1.99 | top of slump |
| 16. | 22.74 | -2.34 | edge of water |
| 17. | 22.04 | -2.55 | water surface = 0.24 m. |
| 18. | 21.45 | -2.64 | |
| 19. | 20.75 | -2.52 | |
| 20. | 19.96 | -2.47 | |
| 21. | 19.46 | -2.31 | edge of water |
| 22. | 18.97 | -2.04 | |
| 23. | 17.87 | -1.71 | |
| 24. | 16.78 | -1.13 | |
| 25. | 15.69 | -1.06 | |
| 26. | 13.9 | -0.42 | |
| 27. | 12.41 | -0.25 | |
| 28. | 11.82 | 0.03 | |
| 29. | 10.72 | -0.04 | |
| 30. | 9.14 | 0.15 | |
| 31. | 6.95 | 0.25 | |
| 32. | 4.47 | 0.12 | |
| BM 1 to BM 3 | (BM 1) | 21 August 1975 | |
| 1. | 47.01 | 2.77 | |
| 2. | 45.12 | 2.71 | |
| 3. | 43.72 | 2.55 | |
| 4. | 42.93 | 2.2 | top of terrace |
| 5. | 41.53 | 1.89 | |
| 6. | 40.54 | 1.91 | |
| 7. | 39.4 | 0.47 | toe of terrace |
| 8. | 37.9 | 0.27 | |
| 9. | 37.0 | 0.14 | top of bank |
| 10. | 36.7 | -0.22 | bottom of bank |
| 11. | 35.32 | -0.56 | |
| 12. | 35.12 | -0.99 | |
| 13. | 33.93 | -1.42 | top of bank |
| 14. | 33.27 | -2.24 | edge of water |
| 15. | 32.87 | -2.7 | water surface = 47.5 m. |
| 16. | 32.37 | -2.66 | |
| 17. | 31.78 | -2.57 | |
| 18. | 31.18 | -2.55 | |
| 19. | 30.78 | -2.31 | |
| 20. | 30.49 | -2.27 | edge of water and edge of bar |
| 21. | 29.19 | -2.18 | |
| 22. | 27.7 | -2.12 | |
| 23. | 26.22 | -2.13 | |
| 24. | 25.82 | -2.01 | second bar begins |
| 25. | 24.73 | -2.03 | |
| 26. | 23.63 | -2.03 | |
| 27. | 22.64 | -2.04 | end of second bar |
| 28. | 22.24 | -2.18 | |
| 29. | 21.45 | -2.23 | |
| 30. | 19.96 | -2.13 | bottom of bank |
| 31. | 18.77 | -0.89 | |
| 32. | 18.57 | -0.31 | top of bank |
| 33. | 16.58 | -0.18 | |
| 34. | 13.8 | -0.01 | |
| 35. | 10.53 | 0.24 | |
| 36. | 7.25 | 0.26 | |
| 37. | 3.77 | 0.13 | |
| BM 4 to BM 5 | (BM 4) | ||
| 1. | 29.35 | -0.76 | |
| 2. | 25.97 | -1.07 | |
| 3. | 22.59 | -0.99 | |
| 4. | 19.9 | -1.03 | |
| 5. | 18.01 | -1.14 | |
| 6. | 16.76 | -1.26 | |
| 7. | 15.68 | -1.11 | top of bank |
| 8. | 14.2 | -2.11 | |
| 9. | 12.82 | -3.01 | |
| 10. | 12.55 | -3.25 | |
| 11. | 12.1 | -3.49 | edge of water |
| 12. | 12.01 | -3.85 | |
| 13. | 11.47 | -3.92 | water surface = 0.39 m. |
| 14. | 10.66 | -3.88 | |
| 15. | 10.29 | -3.86 | |
| 16. | 9.84 | -3.6 | edge of water |
| 17. | 8.85 | -3.37 | base of bank |
| 18. | 8.76 | -2.68 | estimated bankfull stage, top of bank |
| 19. | 6.59 | -2.33 | |
| 20. | 3.79 | -1.71 | toe of terrace |
| 21. | 1.6 | -0.06 | |