View source for TUFLOW 2D Cell Size Selection

This page is currently under construction.
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=Introduction=
This page of the TUFLOW Wiki discusses 2D cell size convergence. Cell size convergence refers to the tendency for model results to trend towards a common answer as cell size decreases. This behaviour occurs due to topographic features that influence the hydraulic flow behaviour better approximating reality as resolution increases. The series of creek cross-section images below demonstrate this. As model resolution increases from 20m to 5m the modelled topography progressively matches the real-world geometry more closely.<br>
[[File:Mesh_Converge_XS_20m.png|500px]][[File:Mesh_Converge_XS_10m.png|500px]][[File:Mesh_Converge_XS_05m.png|500px]]<br>

Unfortunately it isn't practical for all models to be designed at an infinitely fine resolution due to the cost it has on simulation speed. Increasing a model resolution will make a simulation run slower. As a rule of thumb, halving the cell size in a model will typically increase the simulation run time by a factor 8. This is due to the number of cells increasing by a factor of (4) four and the necessity for a calculation timestep half that of the larger resolution, translating to (2) twice the number of calculations (4 x 2 = 8). The challenge for modellers is knowing what resolution is necessary to achieve results that are fit for purpose with sufficient accuracy. This Wiki page uses two test cases to discuss this topic.

= Test Case 1 =
This test case has been sourced from the <u>[https://www.tuflow.com/Download/Publications/UK%20EA%202D%20Benchmarking%20Results.TUFLOW%20Products%202017-09.pdf  UK Environment Agency 2D Hydraulic Model Benchmark Test dataset]</u>. It is referred to as Test 5 in the Environment Agency (EA) dataset. The EA designed to simulate flood wave propagation down a river valley following the failure of a dam. The valley DEM is ~0.8 km by ~17 km and the valley slopes downstream on a slope of ~0.01 in its upper region, easing to ~0.001 at lower elevations. The model domain and the location of EA reporting points is shown below.<br>
[[File:Mesh_Converge_Model_Description_001.png|500px]]<br>
[[File:Mesh_Converge_Model_Elevation_001.png|500px]]<br>
The model has a single inflow at the top of the catchment (highlighted in red above). The inflow hydrograph is shown below. <br>
[[File:Mesh Converge Model Inflow 001.png|500px]]<br>

The model uses a single manning n value of 0.04 across the entire domain. The EA benchmark testing original assumed a 50m cell resolution. For the purpose of this assessment a range of cell sizes from 10m to 300m have been used to determine the impact changing cell size has on the model result.

== Test Case 1 - Results ==

{| class="wikitable " 

| '''Cell Size''' || '''Location 4 Result'''|| '''Location 5 Result''' || '''Mesh Resolution Figure'''
|-
| 10m || [[File:Mesh_Converge_Exg_P4_010.png|500px]] || [[File:Mesh Converge Exg P5 010.png|500px]] ||[[File:Mesh Converge Grid 010.png|500px]]
|-
| 20m || [[File:Mesh Converge Exg P4 020.png|500px]] || [[File:Mesh Converge Exg P5 020.png|500px]]  || [[File:Mesh_Converge_Grid_020.png|500px]]
|-
| 50m || [[File:Mesh Converge Exg P4 050.png|500px]] || [[File:Mesh Converge Exg P5 050.png|500px]] ||[[File:Mesh_Converge_Grid_050.png|500px]]
|-
| 100m || [[File:Mesh Converge Exg P4 100.png|500px]]|| [[File:Mesh Converge Exg P5 100.png|500px]]  || [[File:Mesh Converge Grid 100.png|500px]]
|-
| 150m || [[File:Mesh Converge Exg P4 150.png|500px]] || [[File:Mesh Converge Exg P5 150.png|500px]] ||[[File:Mesh Converge Grid 150.png|500px]]
|-
| 200m || [[File:Mesh Converge Exg P4 200.png|500px]] || [[File:Mesh Converge Exg P5 200.png|500px]] ||[[File:Mesh Converge Grid 200.png|500px]]
|-
| 250m || [[File:Mesh Converge Exg P4 250.png|500px]] || [[File:Mesh Converge Exg P5 250.png|500px]] ||[[File:Mesh Converge Grid 250.png|500px]]
|}

==Rural Assessment Result Discussion==

= Urbanised Catchment Scenario Assessment =

== Urban Model Description ==

== Urban Assessment Results ==
== Urban Assessment Result Discussion==