TY - JOUR
T1 - Cost-effective erosion monitoring of coastal cliffs
AU - Westoby, Matt
AU - Lim, Michael
AU - Hogg, Michelle
AU - Pound, Matthew
AU - Dunlop, Lesley
AU - Woodward, John
PY - 2018/5/8
Y1 - 2018/5/8
N2 - Structure-from-motion with multi-view stereo methods (SfM-MVS) hold the potential for monitoring and quantifying cliff erosion to levels of accuracy and precision which rival terrestrial laser scanning (TLS) and at a fraction of the cost. We benchmark repeat SfM-MVS against TLS for quantifying rock fall frequency, volume, and cliff face erosion rates for a ∼1km section of coastal cliffs where cliff top infrastructure is threatened by erosion. First, we address a major unknown in these techniques, the number and configuration of control points. Surveys demonstrate that a sparse configuration along the cliff base and top, at spacing equivalent to the cliff height, provides suitable accuracy at acceptable logistic time and expense. Second, we show that SfM-MVS models match equivalent TLS data to within 0.04m, and that the correlation between intersecting TLS- and SfM-derived rock fall volumes improves markedly above a detection threshold of 0.07m3. Rock falls below this size threshold account for ∼77.7% of detected rock falls but only 1.9% of the calculated annual eroded volume. Annual erosion rates for the 1km cliff face as calculated by repeat TLS and SfM differencing are 0.6×10−2m a−1 and 0.7×10−2m a−1, respectively. Kilometre-scale patterns of cliff erosion are dominated by localised zones of high-magnitude, episodic failure that are over an order of magnitude greater than background rates. The ability of non-specialist engineers, geologists, geomorphologists and managers to rapidly capture high quality, accurate erosion data in a cost-effective manner through repeat SfM-MVS has significant potential to inform coastal managers and decision makers. To further empower coastal authorities and communities, policy frameworks must be developed to incorporate and interpret these data.
AB - Structure-from-motion with multi-view stereo methods (SfM-MVS) hold the potential for monitoring and quantifying cliff erosion to levels of accuracy and precision which rival terrestrial laser scanning (TLS) and at a fraction of the cost. We benchmark repeat SfM-MVS against TLS for quantifying rock fall frequency, volume, and cliff face erosion rates for a ∼1km section of coastal cliffs where cliff top infrastructure is threatened by erosion. First, we address a major unknown in these techniques, the number and configuration of control points. Surveys demonstrate that a sparse configuration along the cliff base and top, at spacing equivalent to the cliff height, provides suitable accuracy at acceptable logistic time and expense. Second, we show that SfM-MVS models match equivalent TLS data to within 0.04m, and that the correlation between intersecting TLS- and SfM-derived rock fall volumes improves markedly above a detection threshold of 0.07m3. Rock falls below this size threshold account for ∼77.7% of detected rock falls but only 1.9% of the calculated annual eroded volume. Annual erosion rates for the 1km cliff face as calculated by repeat TLS and SfM differencing are 0.6×10−2m a−1 and 0.7×10−2m a−1, respectively. Kilometre-scale patterns of cliff erosion are dominated by localised zones of high-magnitude, episodic failure that are over an order of magnitude greater than background rates. The ability of non-specialist engineers, geologists, geomorphologists and managers to rapidly capture high quality, accurate erosion data in a cost-effective manner through repeat SfM-MVS has significant potential to inform coastal managers and decision makers. To further empower coastal authorities and communities, policy frameworks must be developed to incorporate and interpret these data.
KW - Coastal erosion
KW - Coastal monitoring
KW - Remote sensing
KW - Rock fall
KW - Terrestrial laser scanning
KW - structure-from-motion
KW - Digital surface model
U2 - 10.1016/j.coastaleng.2018.04.008
DO - 10.1016/j.coastaleng.2018.04.008
M3 - Article
SN - 0378-3839
VL - 138
SP - 152
EP - 164
JO - Coastal Engineering
JF - Coastal Engineering
ER -