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Line 130: \|- \| rowspan="4650" id="Boundary Condition Options" \|<b>Boundary Condition Options</b> \| rowspan="1718" id="Inflows" \|<b>Inflows</b> \|2D flow (m^3/s) vs time upstream inflow (2d_bc, QT) \|EG03_001.tcf Line 173: \|Direct rainfall (2d_rf) and internal catchment rainfall (2d_sa_rf) for buildings \|EG03_014.tcf \|- \|HEC-DSS flow (m^3/s) vs time upstream inflow (2d_bc, QT) \|EG03_015.tcf \|- \|1D flow (m^3/s) vs time upstream inflow (1d_bc, QT) Line 184 ⟶ 187: \|- \| rowspan="46" id="Outflows" \|<b>Outflows</b> \|2D ~~Stage~~Automatic stage discharge downstream boundary (2d_bc, HQ) \|EG04_001.tcf \|- \|2D ~~Stage~~User-specified ~~time~~stage discharge downstream boundary (2d_bc, HTHQ) \|EG04_002.tcf \|- \|1D2D Stage ~~discharge~~time downstream boundary (~~1d_bc~~2d_bc, HQHT) \|EG04_003.tcf \|- \|1D ~~Stage~~Automatic ~~time~~stage discharge downstream boundary (1d_bc, HTHQ) \|EG04_004.tcf \|- \|1D User-specified stage discharge downstream boundary (1d_bc, HQ) \|EG04_005.tcf \|- \|1D Stage time downstream boundary (1d_bc, HT) \|EG04_006.tcf \|- \| rowspan="1718" id="Soil Options" \|<b>Soil Options</b> \|Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file) \|EG05_001.tcf Line 250 ⟶ 259: \|EG05_017.tcf \|- \|Groundwater level versus time downstream boundary (2d_bc, GT) \|EG05_018.tcf \|- \| rowspan="8" id="Other" \|<b>Other</b>

TUFLOW Example Models: Difference between revisions