Table 4 A tabulated summary of the different modelling scenarios employed in the numerical model for the case study of Branch Canal 1–1
From: The impact of blockage on the performance of canal coverage structures
Shape of canal coverage structure | Discharge (Q) (m3/s) | Froude number (Fr) | Blockage ratio (B) (%) | Number of scenarios |
|---|---|---|---|---|
Pipe | 0.72, 0.65, 0.58, 0.51, 0.44, 0.38, 0.31, 0.24, 0.17, and 0.10 | 0.1211, 0.1204, 0.1196, 0.1187, 0.1177, 0.1167, 0.1153, 0.1136, 0.1112, and 0.1076 | 0, 10, 20, 30, 40, 50, 60, 70, 80, and 90% | 7 coverage shapes ×10 discharge values ×10 blockage ratios  =  700 scenarios |
Square box | ||||
Pipe arch | ||||
Ellipse | ||||
Arch | ||||
Conspan arch | ||||
Rectangle box | Â |