View source for TUFLOW 2D Cell Size Selection

This page is currently under construction.
<br>
<br>
=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 uses a single manning n value of 0.04 across the entire domain.
The model topography, EA reporting points and the simulation inflow hydrograph is shown below. <br>
[[File:Mesh_Converge_Model_Description_001.png|500px]]
[[File:Mesh_Converge_Model_Elevation_001.png|500px]]<br>

The model has a single inflow at the top of the catchment. <br>
[[File:Mesh Converge Model Inflow 001.png|500px]]<br>
The water flows downhill through the respective EA reporting points. Reporting location 4 and 5 are at the bottom of the model, furthest from the inflow locations.<br> 
[[File:Mesh Converge SMS 0.5hr.png|500px]] 
[[File:Mesh Converge SMS 1.5hr.png|500px]]<br>

The EA benchmark testing original assumed a 50m cell resolution. For the purpose of this assessment a range of cell sizes have been used to determine the impact changing grid resolution has on the model result. The following grid resolutions were used:
* 10m (33ft) resolution - 188,240 cell count
* 20m (66ft) resolution - 47,080 cell count
* 50m (164ft) resolution - 7,540 cell count
* 100m (328ft) resolution - 1,880 cell count
* 150m (492ft) resolution - 840 cell count
* 200m (656ft) resolution - 480 cell count
* 250m (820ft) resolution - 300 cell count

== Test Case 1 - Results ==
Test results have focused on reporting locations 4 and 5. Their location furthest downstream makes them most sensitive of all 7 reporting points. Any divergence in result due to poor representation of the upstream topography will accumulate, amplifying the result difference associated with a change in cell resolution. The results are presented below. Although the figures are shown in sequence (from fine to coarse resolution), the results are overlayed on one another moving through the dataset so it obvious if poor convergence occurs. 

{| 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==