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TUFLOW Example Models: Difference between revisions

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*<u>[[TUFLOW_Example_Models#Advection Dispersion| Advection Dispersion]]</u>
*<u>[[TUFLOW_Example_Models#Non-Newtonian | Non-Newtonian]]</u>
*<u>[[TUFLOW_Example_Models#Mathematical Operations| Mathematical Operations]]</u>
 
{| class="wikitable" style="text-align: center;"
! colspan="4" style="position:sticky; top:0; background-color:#005581; font-weight:bold; color:white; z-index:2;" | Example Model Catalogue
|-
! colspan="2" style="position:sticky; top:2.2em; background-color:#fff; font-weight:bold; z-index:2;" | Model Category
| colspan="2" |<b>Model Category</b>||<b>Description</b>||<b>Model Name</b>
! style="position:sticky; top:2.2em; background-color:#fff; font-weight:bold; z-index:2;" | Description
 
! style="position:sticky; top:2.2em; background-color:#fff; font-weight:bold; z-index:2;" | Model Name
|-
| colspan="2" id="Project Initiation" | <b>Project Initiation</b>
| Write empty files
| Create_Empties.tcf
|-
 
Line 130 ⟶ 132:
 
|-
| rowspan="5052" id="Boundary Condition Options" |<b>Boundary Condition Options</b>
| rowspan="1819" id="Inflows" |<b>Inflows</b>
|2D flow (m^3/s) vs time upstream inflow (2d_bc, QT)
|EG03_001.tcf
Line 141 ⟶ 143:
|EG03_003.tcf
|-
|Internal catchment inflow (m^3/s) with streamlines (2d_sa, 2d_strm)
|EG03_004.tcf
|-
Line 176 ⟶ 178:
|HEC-DSS flow (m^3/s) vs time upstream inflow (2d_bc, QT)
|EG03_015.tcf
|-
|HEC-DSS flow (m^3/s) vs time upstream inflow (2d_bc, QT, multiple events)
|EG03_016.tcf
|-
|1D flow (m^3/s) vs time upstream inflow (1d_bc, QT)
Line 207 ⟶ 212:
|-
 
| rowspan="1819" id="Soil Options" |<b>Soil Options</b>
|Rainfall excess loss approach - IL/CL (Global loss applied via the TBC file)
|EG05_001.tcf
Line 262 ⟶ 267:
|EG05_018.tcf
|-
|Groundwater linking to 1D
 
|EG05_019.tcf
|-
 
| rowspan="8" id="Other" |<b>Other</b>
Line 378 ⟶ 385:
|EG09_003.tcf
|-
| rowspan="3437" id="Structures" |<b>Structures</b>
| rowspan="9" id="2D Structures" |<b>2D Structures</b>
|Bridge (2d_fc)
Line 408 ⟶ 415:
|-
 
| rowspan="1214" id="1D Structures" |<b>1D Structures</b>
|1D culverts - Circular and Box type. SX point, line and region 1D/2D examples
|EG11_001.tcf
Line 442 ⟶ 449:
|EG11_011.tcf
|-
|Arch bridge (1d_nwk1D), no orifice flow
|EG11_012.tcf
|-
|Arch bridge (1D), orifice flow enabled
|EG11_013.tcf
|-
|Arch bridge (1D), orifice flow enabled with calibration factor
|EG11_014.tcf
|-
 
| rowspan="1314" id="1D Operating Structures" |<b>1D Operating Structures</b>
|Pump operational (1d_nwk) - time trigger
|EG12_001.tcf
Line 485 ⟶ 498:
|Pump operational (1d_nwk) - pump curve
|EG12_013.tcf
|-
|Pump operational (1d_nwk) - Time stamp after water level trigger
|EG12_014.tcf
|-
 
Line 565 ⟶ 581:
|-
 
| rowspan="510" id="Other" |<b>Other</b>
| rowspan="3" id="Advection Dispersion" |<b>Advection Dispersion</b>
|Advection Dispersion
Line 576 ⟶ 592:
|EG17_003.tcf
|-
| rowspan="32" id="Non-Newtonian" |<b>Non-Newtonian</b>
|Non-newtonian viscosity
|EG18_001.tcf
Line 582 ⟶ 598:
|Non-newtonian mixing (dam failure scenario)
|EG18_002.tcf
|-
| rowspan="5" id="Mathematical Operations" |<b>Mathematical Operations</b>
|Unit Conversion
|EG19_001.tcf
|-
|Using Variables
|EG19_~e1~_~e2~_002.tcf
|-
|Adjust Event Variables
|EG19_~e1~_~e2~_003.tcf
|-
|Apply Loss Factors
|EG19_~e1~_~e2~_004.tcf
|-
|Logic Control
|EG19_005.tcf
|}
 
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