Digital photogrammetric monitoring of river bank erosion

Photogrammetric Record

Volumn 15, Issue 89, 1997, Pages 753-764

  Pyle, C J ^a   Richards, K S ^a   Chandler, J H ^b  

^a UNIVERSITY OF CAMBRIDGE   (United Kingdom)

^b LOUGHBOROUGH UNIVERSITY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0000867805     PISSN: 0031868X     EISSN: None     Source Type: Journal    
DOI: 10.1111/0031-868X.00083     Document Type: Article

References (31)

1. ASHWORTH, P. J. and FERGUSON, R. I., 1986. Interrelationships of channel processes, changes and sediments in a proglacial braided river. Geografiska Annaler, 68A(4): 361-371.
2. BOLSTAD, P. V. and STOWE, T., 1994. An evaluation of DEM accuracy: elevation, slope, and aspect. Photogrammetric Engineering and Remote Sensing, 60(11): 1327-1332.
3. BRUNSDEN, D. and CHANDLER, J. H., 1996. The continuing evolution of the Black Yen mudslide, 1946-95. Theories put to the test. Advances in hillslope processes (Eds. S. Brooks and M. Anderson). Wiley, Chichester. 1306 pages: 869-896.
4. BUDHU, M. and GOBIN, R., 1995. Seepage erosion from dam-regulated flow: case of Glen Canyon Dam, Arizona. ASCE Journal of Irrigation and Drainage Engineering, 121(1): 22-33.
5. BURBANK, D. W., 1992. Characteristic size of relief. Nature, 359(6395): 483-484.
6. CHANDLER, J. H., CLARK, J. S., COOPER, M. A. R. and STIRLING, D. M., 1987. Analytical photogrammetry applied to Nepalese slope morphology. Photogrammetric Record, 12(70): 443-458.
7. CHANDLER, J. H. and COOPER, M. A. R., 1989. The extraction of positional data from historical photographs and their application to geomorphology. Ibid., 13(73): 69-78.
8. CHANDLER, J. H. and MOORE, R., 1989. Analytical photogrammetry: a method for monitoring slope instability. Quarterly Journal of Engineering Geology, 22(2): 97-110.
9. COLLINS, S. H. and MOON, G. C., 1979. Stereometric measurement of streambank erosion. Photogrammetric Engineering and Remote Sensing, 45(2): 183-90.
10. DARBY, S. E. and THORNE, C. R., 1994. Prediction of tension crack location and riverbank erosion hazards along destabilized channels. Earth Surface Processes and Landforms, 19(3): 233-245.
11. DIXON, L. F. J., BARKER, R., BRAY, M., FARRES, P., HOOKE, J., INKPEN, R., MEREL, A., PAYNE, A. and SHELFORD, A., 1997. Analytical photogrammetry for geomorphological research. Landform monitoring, modelling and analysis (Eds. S. N. Lane, K. S. Richards and J. S. Chandler). Wiley, Chichester. In press.
12. DOWMAN, I. J., EBNER, H. and HEIPKE, C, 1992. Overview of European developments in digital photogrammetric workstations. Photogrammetric Engineering and Remote Sensing, 58(1): 51-56.
13. VAN EERDT, M. M., 1985. Salt marsh cliff stability in the Oosterschelde. Earth Surface Processes and Landforms, 10(2): 95-106.
14. FRASER, C. S., 1993. A resume of some industrial applications of photogrammetry. ISPRS Journal of Photogrammetry and Remote Sensing, 48(3): 12-23.
15. FRYER, J. G., CHANDLER, J. H. and COOPER, M. A. R., 1994. On the accuracy of heighting from aerial photographs and maps: implications to process modellers. Earth Surface Processes and Landforms, 19(6): 577-583.
16. GARBRECHT, J. and STARKS, P., 1995. Note on the use of USGS Level 1 7.5-minute DEM coverages for landscape drainage analyses. Photogrammetric Engineering and Remote Sensing, 61(5): 519-522.
17. HEIPKE, C., 1995. State-of-the-art of digital photogrammetric workstations for topographic applications. Ibid., 61(1): 49-56.
18. HUNTER, G. J. and GOODCHILD, M. F., 1995. Dealing with error in spatial databases: a simple case study. Ibid., 61(5): 529-537.
19. JOHNSON, P. A., 1996. Uncertainty of hydraulic parameters. ASCE Journal of Hydraulic Engineering, 122(2): 112-114.
20. KOVACS, A. and PARKER, G., 1994. A new vectorial bedload formulation and its application to the time evolution of straight channels. Journal of Fluid Mechanics, 267: 153-183.
21. LANE, S. N., RICHARDS, K. S. and CHANDLER, J. H., 1993. Developments in photogrammetry; the geomorphological potential. Progress in Physical Geography, 17(3): 306-328.
22. LANE, S. N., CHANDLER, J. H. and RICHARDS, K. S., 1994. Developments in monitoring and modelling small-scale river bed topography. Earth Surface Processes and Landforms, 19(4): 349-368.
23. LAWLER, D. M., 1993. The measurement of river bank erosion and lateral channel change: a review Ibid., 18(9): 777-821.
24. LI, Z., 1988. On the measure of digital terrain model accuracy. Photogrammetric Record, 12(72): 873-877.
25. ODGAARD, A. J., 1987. Streambank erosion along two rivers in Iowa. Water Resources Research 23(7): 1225-1236.
26. OSMAN, A. M. and THORNE, C. R., 1988. Riverbank stability analysis. I: Theory. ASCE Journal of Hydraulic Engineering, 114(2): 134-150.
27. RICHARDS, K., ARNOLD, N., LANE, S., CHANDRA, S., EL-HAMES, A., MATTIKALLI, N. and CHANDLER, J., 1995. Numerical landscapes: static, kinematic and dynamic process-form relations. Zeitschrift für Geomorphologie, Supplementband, 101: 201-220.
28. SPRINGER, F. M., ULLRICH, C. R. and HAGERTY, D. J., 1985. Streambank stability. ASCE Journal of Geotechnical Engineering, 111(5): 624-640.
29. VISION INTERNATIONAL, 1994. IMAGINE Onhomax. user's guide. Unpublished document.
30. WELCH, R. and JORDAN, T. R., 1983. Analytical non-metric close-range photogrammetry for monitoring stream channel erosion. Photogrammetric Engineering and Remote Sensing, 49(3): 367-374.
31. WOLMAN, M. G., 1959. Factors influencing erosion of a cohesive river bank. American Journal of Science, 257(3): 204-216.