Skip to main content
Environmental Sciences Europe
Fig. 9 | Environmental Sciences Europe

Fig. 9

From: Numerical investigation of particles’ transport, deposition and resuspension under unsteady conditions in constructed stormwater ponds

Fig. 9

Comparison of a simulated spatial deposit distribution at the end, with consideration of deposit resuspension under unsteady conditions (here proposed refined approach; case DPM 10 at 300 s), b observed final deposit distribution (Vosswinkel et al. [22]), c simulated deposit distribution based on a steady flow simulation, without consideration of resuspension (Vosswinkel et al. [22]), d superposition of three simulated deposit distributions, without consideration of resuspension, in the temporal sequence of 650 to 850 s (Vosswinkel et al. [22]), e simulated final deposit distribution without consideration of deposit resuspension (DPM 12 at 300 s)

Back to article page