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Fig. 4 | Environmental Systems Research

Fig. 4

From: Heuristic assessment of bridge scour sensitivity using differential evolution: case study for linking floodplain encroachment and bridge scour

Fig. 4

The model geometry of the Quinlan bridge is shown with its 13 cross sections (a). The direction of flow is from the upper-right to the lower-left. In (b), a side view of the modeled reach is shown. The Scott Pond Dam is located to the right and the bridge to the left. An arbitrary local datum was used for both horizontal and vertical coordinates

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