High-resolution 3-D monitoring of evolving sediment beds

Water Resources Research

Volumn 49, Issue 2, 2013, Pages 977-992

  Bouratsis, Polydefkis ^a   Diplas, Panayiotis ^a   Dancey, Clinton L ^a   Apsilidis, Nikolaos ^a  

^a VIRGINIA POLYTECHNIC INSTITUTE AND STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

PHOTOGRAMMETRY; SCOUR;

COMPUTATIONAL APPROACH; HIGH RESOLUTION; HIGH-RESOLUTION MEASUREMENTS; IMAGE-PROCESSING ALGORITHMS; PHOTOGRAMMETRIC TECHNIQUE; SPACE RESOLVED MEASUREMENTS; SPATIAL RESOLUTION; TEMPORAL RESOLUTION;

MORPHOLOGY;

ALGORITHM; GRAVEL BED STREAM; IMAGE PROCESSING; MODEL VALIDATION; MONITORING; PHOTOGRAMMETRY; PHOTOGRAPH; SCOUR; SPATIAL RESOLUTION; THREE-DIMENSIONAL MODELING; VIDEOGRAPHY;

EID: 84876581417     PISSN: 00431397     EISSN: 19447973     Source Type: Journal    
DOI: 10.1002/wrcr.20110     Document Type: Article

References (56)

1. Adduce, C., and M. La Rocca (2006), Local scouring due to turbulent water jets downstream of a trapezoidal drop: Laboratory experiments and stability analysis, Water Resour. Res., 42, W02405, doi:10.1029/2005 WR004139.
2. Ankamuthu, S., R. Balachandar, and H. Wood (1999), Computational stere-oscopy for three-dimensional scour depth measurement in channels, Can. J. Civil Eng., 26(6), 698-712. (Pubitemid 30192515)
3. Astruc, D., S. Cazin, E. Cid, O. Eiff, L. Lacaze, P. Robin, F. Toublanc, and I. Caceres (2012), A stereoscopic method for rapid monitoring of the spatio-temporal evolution of the sand-bed elevation in the swash zone, Coastal Eng., 60, 11-20.
4. Babu, M. R., V. Sundar, and S. N. Rao (2003), Measurement of scour in cohesive soils around a vertical pile-simplified instrumentation and regression analysis, IEEE J. Oceanic Eng., 28(1), 106-116.
5. Ballio, F., and A. Radice (2003), A non-touch sensor for local scour measurements, J. Hydraul. Res., 41(1), 105-108. (Pubitemid 36854744)
6. Band, L. E. (1986), Topographic partition of watersheds with digital elevation models, Water Resour. Res., 22(1), 15-24.
7. Barazzetti, L., M. Scaioni, and F. Remondino (2010), Orientation and 3D modelling from markerless terrestrial images: Combining accuracy with automation, Photogramm. Rec., 25(132), 356-381.
8. Benetazzo, A. (2006), Measurements of short water waves using stereo matched image sequences, Coastal Eng., 53(12), 1013-1032. (Pubitemid 44739739)
9. Berger, C., B. W. McArdell, B. Fritschi, and F. Schlunegger (2010), A novel method for measuring the timing of bed erosion during debris flows and floods, Water Resour. Res., 46, W02502, doi:10.1029/2009WR007993.
10. Blondeaux, P. (2012), Sediment mixtures, coastal bedforms and grain sorting phenomena: An overview of the theoretical analyses, Adv. Water Resour., 48, 113-124, doi:10.1016/j.advwatres.2012.02.004.
11. Bottacin-Busolin, A., S. J. Tait, A. Marion, A. Chegini, and M. Tregnaghi (2008), Probabilistic description of grain resistance from simultaneous flow field and grain motion measurements, Water Resour. Res., 44, W09419, doi:10.1029/2007WR006224.
12. Brasington, J., and R. M. A. Smart (2003), Close range digital photogram-metric analysis of experimental drainage basin evolution, Earth Surf. Processes Landforms, 28(3), 231-247. (Pubitemid 36405758)
13. Butler, J. B., S. N. Lane, J. H. Chandler, and E. Porfiri (2002), Through-water close range digital photogrammetry in flume and field environments, Photogramm. Rec., 17(99), 419-439. (Pubitemid 34416215)
14. Carbonneau, P. E., S. N. Lane, and N. Bergeron (2006), Feature based image processing methods applied to bathymetric measurements from airborne remote sensing in fluvial environments, Earth Surf. Processes Landforms, 31(11), 1413-1423. (Pubitemid 44515497)
15. Chandler, J., P. Ashmore, C. Paola, M. Gooch, and F. Varkaris (2002), Monitoring river-channel change using terrestrial oblique digital imagery and automated digital photogrammetry, Ann. Assoc. Am. Geogr., 92(4), 631-644. (Pubitemid 41716686)
16. Chandler, J. H., K. Shiono, P. Rameshwaren, and S. N. Lane (2001), Measuring flume surfaces for hydraulics research using a Kodak DCS460, Photogramm. Rec., 17(97), 39-61. (Pubitemid 33089985)
17. Chiew, Y. M. (1984), Local scour at bridge piers, Ph.D. dissertation, Univ. of Auckland, New Zealand.
18. Dargahi, B. (1990), Controlling mechanism of local scouring, J. Hydraul. Eng.-ASCE, 116(10), 1197-1214.
19. DeSouza, G. N., and A. C. Kak (2002), Vision for mobile robot navigation: A survey, IEEE Trans. Pattern Anal., 24(2), 237-267. (Pubitemid 34198212)
20. Dongol, D. M. S. (1994), Local scour at bridge abutments, Ph.D. dissertation, Univ. of Auckland, New Zealand.
21. Escauriaza, C., and F. Sotiropoulos (2011), Initial stages of erosion and bed form development in a turbulent flow around a cylindrical pier, J. Geo-phys. Res., 116(F3), doi:10.1029/2010JF001749.
22. Fael, C. M. S., G. Simarro-Grande, J.-P. Martin-Vide, and A. H. Cardoso (2006), Local scour at vertical-wall abutments under clear-water flow conditions, Water Resour. Res., 42, W10408, doi:10.1029/2005WR 004443.
23. Foti, E., I. Caceres Rabionet, A. Marini, R. E. Musumeci, and A. Sanchez-Arcilla (2011), Experimental investigations of the bed evolution in wave flumes: Performance of 2D and 3D optical systems, Coastal Eng., 58(7), 606-622.
24. Gessesse, G. D., H. Fuchs, R. Mansberger, A. Klik, and D. H. Rieke-Zapp (2010), Assessment of erosion, deposition and rill development on irregular soil surfaces using close range digital photogrammetry, Photo-gramm. Rec., 25(131), 299-318.
25. Gonzalez, E. P., J. Femarques, F. S.-T. Diaz-Pache, J. P. Agudo, and L. C. Gomez (2008), Experimental validation of a sediment transport two-dimensional depth-averaged numerical model using PIV and 3D scanning technologies, J. Hydraul. Res., 46(4), 489-503.
26. Gonzalez, R. C., and R. E. Woods (2008), Digital Image Processing, Prentice Hall, Upper Saddle River, N. J.
27. Hartley, R., and A. Zisserman (2003), Multiple View Geometry in Computer Vision, Cambridge Univ. Press, Cambridge, U. K.
28. Hill, D. F., and B. D. Younkin (2006), PIV measurements of flow in and around scour holes, Exp. Fluids, 41(2), 295-307. (Pubitemid 44180657)
29. James, M. R., and S. Robson (2012), Straightforward reconstruction of 3D surfaces and topography with a camera: Accuracy and geoscience application, J. Geophys. Res.-Earth Surf., 117, F03017, doi:10.1029/2011JF 002289.
30. Kothyari, U. C., W. H. Hager, and G. Oliveto (2007), Generalized approach for clear-water scour at bridge foundation elements, J. Hydraul. Eng.- ASCE, 133(11), 1229-1240. (Pubitemid 350176257)
31. Lane, S. N., T. D. James, and M. D. Crowell (2000), Application of digital photogrammetry to complex topography for geomorphological research, Photogramm. Rec., 16(95), 793-821. (Pubitemid 30483700)
32. Lane, S. N., J. H. Chandler, and K. Porfiri (2001), Monitoring river channel and flume surfaces with digital photogrammetry, J. Hydraul. Eng.- ASCE, 127(10), 871-877. (Pubitemid 33001998)
33. Lane, S. N., P. E. Widdison, R. E. Thomas, P. J. Ashworth, J. L. Best, I. A. Lunt, G. H. S. Smith, and C. J. Simpson (2010), Quantification of braided river channel change using archival digital image analysis, Earth Surf. Processes Landforms, 35(8), 971-985.
34. Legleiter, C. J., P. C. Kyriakidis, R. R. McDonald, and J. M. Nelson (2011), Effects of uncertain topographic input data on two-dimensional flow modeling in a gravel-bed river, Water Resour. Res., 47, W03518, doi:10.1029/2010WR009618.
35. Lewis, J. P. (1995), Fast template matching, Vision Interface, 95, 120-123.
36. Link, O., F. Pfleger, and U. Zanke (2008), Characteristics of developing scour-holes at a sand-embedded cylinder, Int. J. Sediment Res., 23(3), 258-266.
37. Lu, J.-Y., Z.-Z. Shi, J.-H. Hong, J.-J. Lee, and R. V. Raikar (2011), Temporal variation of scour depth at nonuniform cylindrical piers, J.Hydraul. Eng.-ASCE, 137(1), 45-56.
38. Melville, W. B., and Y. M. Chiew (1999), Time scale for local scour at bridge piers, J. Hydraul. Eng.-ASCE, 125(1), 59-65.
39. Mia, M. F., and H. Nago (2003), Design method of time-dependent local scour at circular bridge pier, J. Hydraul. Eng.-ASCE, 129(6), 420-427. (Pubitemid 36738639)
40. Milledge, D. G., S. N. Lane, and J. Warburton (2009), Optimization of stereo-matching algorithms using existing DEM data, Photogramm. Eng. Remote Sens., 75(3), 323-333.
41. Oliveto, G., and W. H. Hager (2002), Temporal evolution of clear-water pier and abutment scour, J. Hydraul. Eng.-ASCE, 128(9), 811-820.
42. Ott, L., and M. Longnecker (2010), An Introduction to Statistical Methods and Data Analysis, Brooks/Cole Cengage Learning, Australia.
43. Psarakis, E. Z., and G. D. Evangelidis (2005), An enhanced correlation-based method for stereo correspondence with sub-pixel accuracy, IEEE Trans. Pattern Anal. Mach. Intell., 30(10), 1858-1865.
44. Remondino, F., and S. El-Hakim (2006), Image-based 3D modelling: A review, Photogramm. Rec., 21(115), 269-291. (Pubitemid 44193937)
45. Rieke-Zapp, D. H., and M. A. Nearing (2005), Digital close range photo-grammetry for measurement of soil erosion, Photogramm. Rec., 20(109), 69-87. (Pubitemid 41623711)
46. Sambrook Smith, G. H., and A. P. Nicholas (2005), Effect on flow structure of sand deposition on a gravel bed: Results from a two-dimensional flume experiment, Water Resour. Res., 41, W10405, doi:10.1029/2004WR003817. (Pubitemid 41705690)
47. Shapiro, L. G., and G. C. Stockman (2001), Computer Vision, Prentice Hall, Upper Saddle River, N. J.
48. Stojic, M., J. Chandler, P. Ashmore, and J. Luce (1998), The assessment of sediment transport rates by automated digital photogrammetry, Photo-gramm. Eng. Remote Sens., 64(5), 387-395. (Pubitemid 28258126)
49. Umeda, S., T. Yamazaki, and H. Ishida (2008), Time evolution of scour and deposition around a cylindrical pier in steady flow, paper presented at International Conference on Scour and Erosion, Tokyo, Japan, pp. 140-146.
50. van der Werf, J. J., J. S. Ribberink, T. O'Donoghue, and J. S. Doucette (2006), Modelling and measurement of sand transport processes over full-scale ripples in oscillatory flow, Coastal Eng., 53(8), 657-673. (Pubitemid 43871954)
51. Wu, W., F. D. Shields, S. J. Bennett, and S. S. Y. Wang (2005), A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation, Water Resour. Res., 41, W03015, doi:10.1029/2004WR003730. (Pubitemid 40589257)
52. Xia, J., B. Lin, R. A. Falconer, and G. Wang (2010), Modelling dam-break flows over mobile beds using a 2D coupled approach, Adv. Water Resour., 33(2), 171-183.
53. Yanmaz, A. M., and H. D. Altinbilek (1991), Study of time-dependent local scour around bridge piers, J. Hydraul. Eng.-ASCE, 117(10), 1247-1268. (Pubitemid 21713243)
54. Zech, Y., S. Soares-Frazao, B. Spinewine, and N. Le Grelle (2008), Dam-break induced sediment movement: Experimental approaches and numerical modelling, J. Hydraul. Res., 46(2), 176-190. (Pubitemid 351676160)
55. Zeng, J., G. Constantinescu, K. Blanckaert, and L. Weber (2008), Flow and bathymetry in sharp open-channel bends: Experiments and predictions, Water Resour. Res., 44, W09401, doi:10.1029/2007WR006303.
56. Zhang, H., H. Nakagawa, K. Kawaike, and Y. Baba (2009), Experiment and simulation of turbulent flow in local scour around a spur dyke, Int. J. Sediment Res., 24(1), 33-45.