TUFLOW Example Models: Difference between revisions

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| 1D flow (m^3/s) vs time upstream inflow (1d_bc, QT)

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| 1D flow (m^3/s) vs time internal inflow (1d_bc, QT)

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| rowspan="4" id="Outflows" | <b>Outflows</b>

| 2D Stage discharge downstream boundary (2d_bc, HQ)

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|2D Stage time downstream boundary (2d_bc, HT)

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|1D Stage discharge downstream boundary (1d_bc, HQ)

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|1D Stage time downstream boundary (1d_bc, HT)

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| rowspan="14" id="Loss Options" | <b>Loss Options</b>

| Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file)

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| Rainfall excess loss approach - IL/CL (applied via the materials file)

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| Infiltration loss approach - IL/CL

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| Infiltration loss approach - IL/CL

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| Infiltration loss approach - IL/CL

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| Infiltration loss approach - Green Ampt (USDA soil type)

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| Infiltration loss approach - Green Ampt (USDA soil type)

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| Infiltration loss approach - Green Ampt (USDA soil type)

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| Infiltration loss approach - Green Ampt (User specified soil properties)

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| Infiltration loss approach - Green Ampt (User specified soil properties)

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| Infiltration loss approach - Green Ampt (User specified soil properties)

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| Infiltration loss approach - Horton

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| Infiltration loss approach - Horton

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| Infiltration loss approach - Horton

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| 1D culverts - ARR2016 blockage matrix (1d_nwk)

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| 1D M channel - User defined flow matrix (1d_nwk)