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The results of the discrepancy analysis from F1 illustrate that, with respect to each of the aforementioned three failure modes the calculated original SMR index is larger than, or equal to, the real value, and the designed slope is possibly in danger.
The results of the discrepancy caused by the F3 illustrate that for each of the aforementioned three failure modes, the calculated original SMR index is smaller than, or equal to, the real value, and the designed slope might be conservative and not economical.
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The upper limit of bank design slope suitable for Hynobius arisanensis on rock and wood surfaces is 45°.
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When used in channel design, computed sediment transport metrics may have errors due to flow data resolution, which can propagate into design slope calculations which, if implemented, could lead to unwanted aggradation or degradation in the design channel.
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For the pooled phase I study design, slope attenuation was more pronounced (<−10.0%) compared with the TQT study design, as indicated in Figure 3 and Table 2.
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