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Landslide S4 was developed from the outer bend of continental shelf, with development depth and slope obviously larger than Landslides S1-S3 and S5-S10 (Figure 2).
Due to structural difference during formation of the continental shelf, up-and-down movements and sediment sources, water depth at the outer bend of the continental shelf ranges between 145-379 m.
Since solid particles posses more inertia forces in comparison to seawater, they tend to fail to change their direction of motion within the elbow and hence hitting the outer bend side of the elbow.
Except for landslide S4 and S11, other landslides are in SW zonal distribution along the outer bend line of the continental shelf, the ancient coastal line and the front scarp of the ancient delta.
Hence, most of the erosion was observed to take place at this outer bend of the elbow which is in accordance with the work of Zeng et al. (2014), Keating and Nesic (1999) and Ansari et al. (2012).
Burrow distribution was better explained by local bank biophysical properties than by reach-scale properties, and burrowed banks were more likely to be characterised by cohesive bank material, steeper bank profiles with large areas of bare bank face, often on outer bend locations.
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These should be new reservoirs, with concrete run offs to them, constructed on the outer bends of rivers, placed upstream from all towns etc prone to flooding.
Fig. 8 The bending test, including inner bending and outer bending.
Figure 6a showed the pictures of the outer bending test using a lab-made bending test system.
As shown in Fig. 8, the bending test consists of 100 cycles of inner bending and 300 cycles of outer bending with a bending radio of 1.5 cm.
These experiments reveal sedimentation patterns characterised by accumulation zones downstream of bend apices and erosion zones at outer bends.
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