Tuflow and estry manual Version 3


Is a 2D or 2D/1D Model Feasible?



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9.2 Build 2004-06-AC to 2001-03-AA 7

10 References 1


List of Figures


Figure 2.1 TUFLOW Data Input and Output Structure 6

Figure 3.2 Example of a Poor Representation of a Narrow Channel in a 2D Model 5

Figure 3.3 1D/2D Linking Mechanisms 6

Figure 3.4 Modelling a Pipe System in 1D underneath a 2D Domain 7

Figure 3.5 Modelling a Channel in 1D and the Floodplain in 2D 7

Figure 4.6 Location of Zpts and Computation Points 15

Figure 4.7 Setting FC Parameters for a Bridge Structure 47

Figure 4.8 1D Inlet Control Culvert Flow Regimes 53

Figure 4.9 1D Outlet Control Culvert Flow Regimes 54

Figure 4.10 Interpretation of PO Objects and SMS Output 60

Figure 4.11 Examples of 2D HX Links to 1D Nodes 73

Figure 7.12 Viewing Time-Series Data in MapInfo – Checking Flow Balance in a 2D/1D Model 21

List of Tables





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