Assessment of Erosion, Deposition and Rill Development On Irregular Soil Surfaces Using Close Range Digital Photogrammetry

被引:63
|
作者
Gessesse, Gizaw D. [1 ]
Fuchs, Helmut [1 ]
Mansberger, Reinfried [1 ]
Klik, Andreas [1 ]
Rieke-Zapp, Dirk H. [2 ]
机构
[1] Univ Nat Resources & Appl Life Sci, Vienna, Austria
[2] Univ Bern, CH-3012 Bern, Switzerland
来源
PHOTOGRAMMETRIC RECORD | 2010年 / 25卷 / 131期
关键词
close range photogrammetry; DEM quality; microtopography; rill density; rill sediment transport; GULLY EROSION; SLOPE LENGTH; ROUGHNESS; INITIATION; CATCHMENT; MODEL;
D O I
10.1111/j.1477-9730.2010.00588.x
中图分类号
P9 [自然地理学];
学科分类号
0705 ; 070501 ;
摘要
Understanding the spatial pattern of erosion in inter-rill and rill areas can be useful in locating sources of sediment and in determining down-slope sediment delivery. However, spatial information about erosion processes in the inter-rill and rill areas under field conditions is often limited owing to the non-availability of a detailed microtopography. This paper aims to present a method for the survey of microtopographic soil surface changes caused by erosion and to investigate the development of sediment transport and rill erosion in the inter-rill and rill areas for a given rainfall event. The approach is based on the application of close range digital photogrammetry to produce differences of digital elevation models (DEMs), automatically measured and generated but with manual 3D point editing. Quality analysis of the DEM measurements has shown that erosion and deposition can be detected with a relative error of +/- 2 center dot 8 to +/- 5 center dot 3 mm. The minimum average sediment yield from plots with an area of 53 m2after the occurrence of 46 to 70 mm of erosive rainfall was estimated to be 1 center dot 24 to 3 center dot 5 kg m(-2). The spatial pattern of erosion and deposition on inter-rill and rill areas has proved the relative efficiency of rills to transport sediments from inter-rill areas with a sediment delivery ratio greater than one. Thus at erosive rainfall events, the transport capacity of the rill flow was not a limiting condition. The rill network was controlled by abrupt change in surface microtopography where rough surfaces produced many smaller rills but fewer contributing rills than relatively smooth surfaces. Tillage-induced surface roughness, the presence of stones and sparse vegetation, and the borders of individual plots were found to present challenges to the photogrammetric techniques, and to introduce errors which inhibit fully automatic DEM generation. The precision of the DEMs was constrained by the precision of ground control points (GCPs), camera lens distortion towards format edges and DEM extraction parameters. Despite this limitation, however, the application of digital photogrammetry enabled the measurement of high-frequency microtopographic surfaces and characterisation of the spatial distribution of erosion and deposition and of rill erosion development during highly erosive rainfall events.
引用
收藏
页码:299 / 318
页数:20
相关论文
共 50 条
  • [21] Using digital photogrammetry to monitor soil erosion under conditions of simulated rainfall and wind
    Moritani, S.
    Yamamoto, T.
    Andry, H.
    Inoue, M.
    Kaneuchi, T.
    AUSTRALIAN JOURNAL OF SOIL RESEARCH, 2010, 48 (01): : 36 - 42
  • [22] Tree Age Estimation by Tree Diameter Measurement using Digital Close Range Photogrammetry (DCRP)
    Mat, Muhd Safarudin Chek
    Nor, Mohammad Asyraf Mohd
    Diah, Jezan Md
    Din, Mokhtar Azizi Mohd
    Hashim, Khairil Afendy
    Samad, Abd Manan
    2014 IEEE INTERNATIONAL CONFERENCE ON CONTROL SYSTEM COMPUTING AND ENGINEERING, 2014, : 421 - 426
  • [23] 3-D measurement of structural vibration using digital close-range photogrammetry
    Lee, Hyoseong
    Rhee, Huinam
    SENSORS AND ACTUATORS A-PHYSICAL, 2013, 196 : 63 - 69
  • [24] Using digital close-range photogrammetry as a QA/QC tool in construction: practical cases
    Ebrahim, M. Abdel-Bary
    SURVEY REVIEW, 2012, 44 (326) : 175 - 180
  • [25] Displacement measurement of the soil nail walls by using close range photogrammetry and introduction of CPDA method
    Esmaeili, Farid
    Varshosaz, Masood
    Ebadi, Hamid
    MEASUREMENT, 2013, 46 (09) : 3449 - 3459
  • [26] Nondestructive deformation measurements and crack assessment of concrete structure using close-range photogrammetry
    Al-Ruzouq, Rami
    Dabous, Saleh Abu
    Junaid, M. Talha
    Hosny, Fatma
    RESULTS IN ENGINEERING, 2023, 18
  • [27] Fracture mapping at exposed rock faces by using close range digital photogrammetry and geodetic total station
    Feng, Q
    Stephansson, O
    Boberg, A
    ROCK MECHANICS IN THE NATIONAL INTEREST, VOLS 1 AND 2, 2001, : 829 - 836
  • [28] Practical Target Location and Accuracy Indicator in Digital Close Range Photogrammetry using Consumer Grade Cameras
    Moriya, Gentaro
    Chikatsu, Hirofumi
    VIDEOMETRICS, RANGE IMAGING, AND APPLICATIONS XI, 2011, 8085
  • [29] Monitoring excavations using 3D Laser Scanning and Digital Close-Range Photogrammetry
    Trupp, T
    Liu, L
    Hashash, Y
    NORTH AMERICAN TUNNELING 2004, 2004, : 337 - 343
  • [30] Measuring glacier surface roughness using plot-scale, close-range digital photogrammetry
    Irvine-Fynn, Tristram D. L.
    Sanz-Ablanedo, Enoc
    Rutter, Nick
    Smith, Mark W.
    Chandler, Jim H.
    JOURNAL OF GLACIOLOGY, 2014, 60 (223) : 957 - 969