Figures & data
Table 1. Grid independence validation: Sh number for different grid resolution.
Figure 2. A schematic diagram of the flow through two parallel-plate channel partially filled with two porous substrates.
![Figure 2. A schematic diagram of the flow through two parallel-plate channel partially filled with two porous substrates.](/cms/asset/84421e30-601b-4653-992d-2770d1f0eecb/gipe_a_2016737_f0002_oc.jpg)
Figure 4. A comparison of the present work fully developed axial velocity with the solution given by Alkam et al. [Citation33] for .
![Figure 4. A comparison of the present work fully developed axial velocity with the solution given by Alkam et al. [Citation33] for Da=1×10−4.](/cms/asset/0fd98f58-8712-432d-9f31-312a5aebb40d/gipe_a_2016737_f0004_oc.jpg)
Figure 5. Comparison of the velocity and temperature profiles between the present prediction and Khanafer and Chamkha [Citation34].
![Figure 5. Comparison of the velocity and temperature profiles between the present prediction and Khanafer and Chamkha [Citation34].](/cms/asset/31081bc6-0abb-43c8-a256-93b9d3de6f32/gipe_a_2016737_f0005_ob.jpg)
Figure 7. Streamlines (left) and pollutant concentration fields (right) with Re=1.0×103, Sc=0.6 at t=100.
![Figure 7. Streamlines (left) and pollutant concentration fields (right) with Re=1.0×103, Sc=0.6 at t=100.](/cms/asset/ef89905b-388d-4fbb-b1ce-013ce7001a0b/gipe_a_2016737_f0007_oc.jpg)
Figure 9. Streamlines (left) and pollutant concentration fields (right) with Re=2×103, Sc=0.8, Da=2.5×10−3 at t=150
![Figure 9. Streamlines (left) and pollutant concentration fields (right) with Re=2×103, Sc=0.8, Da=2.5×10−3 at t=150](/cms/asset/42118f38-4754-47e3-8e45-64a65e9e1f18/gipe_a_2016737_f0009_ob.jpg)
Figure 10. Effect of temporal step size on backward simulation with Re=2×103, Sc=0.8 and Da=2.5×10−3, (a) Δt=−0.025, (b) Δt=−0.05, and (c) Δt=−0.1
![Figure 10. Effect of temporal step size on backward simulation with Re=2×103, Sc=0.8 and Da=2.5×10−3, (a) Δt=−0.025, (b) Δt=−0.05, and (c) Δt=−0.1](/cms/asset/7d8a4f57-34a3-480e-872f-182d9a4cbac3/gipe_a_2016737_f0010_ob.jpg)
Figure 11. Streamlines (left) and pollutant concentration fields (right) with Sc=0.8, Da=5×10−4 at t=100, (a) Re=2×102, (b) Re=2×103, and (c) Re=1×104
![Figure 11. Streamlines (left) and pollutant concentration fields (right) with Sc=0.8, Da=5×10−4 at t=100, (a) Re=2×102, (b) Re=2×103, and (c) Re=1×104](/cms/asset/1cc270e6-06af-4f0c-857b-85823c2d3da6/gipe_a_2016737_f0011_ob.jpg)
Figure 12. Effect of Re on backward simulation with Sc=0.8 and Da=5×10−4, (a) Re=2×102, (b) Re=2×103, and (c) Re=1×104
![Figure 12. Effect of Re on backward simulation with Sc=0.8 and Da=5×10−4, (a) Re=2×102, (b) Re=2×103, and (c) Re=1×104](/cms/asset/dd9ad341-1dc3-417b-b3dc-f19cae4ff2cb/gipe_a_2016737_f0012_ob.jpg)
Figure 13 Streamlines and backward simulations with Re=2×103, Sc=0.8, (a) Da=5×10−5, (b) Da=5×10−4, and (c) Da=5×10−3.
![Figure 13 Streamlines and backward simulations with Re=2×103, Sc=0.8, (a) Da=5×10−5, (b) Da=5×10−4, and (c) Da=5×10−3.](/cms/asset/a0ff619a-dc96-4406-bf3a-0a3a9031bbeb/gipe_a_2016737_f0013_ob.jpg)
Figure 14. Effect of Sc on backward simulation with Re=2×103 and Da=2.5×10−3, (a) Sc=0.1, (b) Sc=0.8, and (c) Sc=2.0.
![Figure 14. Effect of Sc on backward simulation with Re=2×103 and Da=2.5×10−3, (a) Sc=0.1, (b) Sc=0.8, and (c) Sc=2.0.](/cms/asset/14617c13-3f5f-41d9-9827-ef30d3c6046b/gipe_a_2016737_f0014_ob.jpg)
Figure 15. Effect of pollutant sources on backward simulation with Re=2×103, Da=2.5×10−3, Sc=0.8 and Δt=−0.025.
![Figure 15. Effect of pollutant sources on backward simulation with Re=2×103, Da=2.5×10−3, Sc=0.8 and Δt=−0.025.](/cms/asset/701f2f3e-60af-4a80-af0d-0fe4b1e58aa7/gipe_a_2016737_f0015_ob.jpg)
Figure 16. Effect of pollutant sources on backward simulation with Re=2×103, Da=2.5×10−3, Sc=0.8 and Δt=−0.0025
![Figure 16. Effect of pollutant sources on backward simulation with Re=2×103, Da=2.5×10−3, Sc=0.8 and Δt=−0.0025](/cms/asset/24653808-784b-4cf5-8549-266bce7adc27/gipe_a_2016737_f0016_ob.jpg)