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  • In FMA Challenge 1, a fully two-dimensional model with a nested one dimensional model has been The functional FMA Challenge 1 (1D-2D linked) has been developed allowing you to review the model setup, r
    11 KB (1,798 words) - 13:46, 27 September 2023

Page text matches

  • |tuflow_message=WARNING 2905 - Code value specified is greater than 1, using 1. |alt_msg=WARNING 2905 - Code value specified is less than -1, using -1.
    664 bytes (111 words) - 20:09, 23 February 2024
  • |tuflow_message=ERROR 2127 - Free overfall factor must be >0.5 and <=1. |message_desc=Free overfall factor must be >0.5 and <=1. See <u>[http://www.tuflow.com/Downloads/Dynamically%20Linked%202D%20and%20
    538 bytes (73 words) - 13:35, 7 February 2023
  • |tuflow_message=WARNING 2114 - Material ID must be from 1 to 32767. Material below ignored. |message_desc=Material ID must be from 1 to 32767. Material ignored.
    327 bytes (46 words) - 12:36, 23 December 2022
  • ...one nesting polygon found. Will only use one polygon with nesting level of 1. Overriding previously processed polygon. ...d. The last level 1 nesting polygon read by TUFLOW will override any level 1 nesting polygons processed previously.
    792 bytes (120 words) - 10:01, 3 March 2023
  • ...-Newtonian missing expecting AD concentrations for tracer 1 in the range 0-1. ...-Newtonian missing expecting AD concentrations for tracer 1 in the range 0-1. Cell IC: <>.<br>
    414 bytes (57 words) - 09:11, 3 March 2023
  • |tuflow_message=ERROR 3527 - SGS PARTIAL GRID UPDATE NULL FRAC 1 should be smaller than FRAC 2. |alt_msg=ERROR 3527 - Invalid SGS GRID MIN FRAC. This value should be 0 ~ 1.<br>
    442 bytes (65 words) - 10:28, 3 March 2023
  • |tuflow_message=ERROR 2828 - Nesting polygon "a" not completely within level 1 polygon. ...> <font color="red"><tt>==</tt></font> <tt>AUTO</tt> option is used, level 1 polygon in 2d_qnl GIS layer should be within code polygon.
    690 bytes (110 words) - 10:01, 3 March 2023
  • |tuflow_message=ERROR 2827 - No level 1 polyon found. Specify a level 1 nesting polygon or set "<font color="blue"><tt>ORIGIN AND EXTENT</tt></font |message_desc=No level 1 polyon found. Specify a level 1 nesting polygon or set "<font color="blue"><tt>ORIGIN AND EXTENT</tt></font
    617 bytes (96 words) - 10:01, 3 March 2023
  • |tuflow_message=ERROR 2807 - Trying to apply more than 1 level boundary to cell. |alt_msg=WARNING 2807 - Trying to apply more than 1 level boundary to cell.
    428 bytes (64 words) - 15:49, 24 October 2023
  • |tuflow_message=ERROR 3024 - fraction impervious must be in range [0..1]. ...ction of the surface that is impervious to water must be in the range 0 to 1.
    369 bytes (55 words) - 10:14, 3 March 2023
  • |tuflow_message=WARNING 2618 - F1 rainfall factor of 0 set to 1. RF Name: <name> |alt_msg=WARNING 2618 - F2 rainfall factor of 0 set to 1. RF Name: <name>
    595 bytes (99 words) - 09:43, 3 March 2023
  • |tuflow_message=ERROR 2830 - Nesting polygon outside level 1 polygon. ...ompletely within level 1 polygon in 2d_qnl layer or 2d_code layer if level 1 polygon in 2d_qnl layer is not used.<br>
    1,012 bytes (166 words) - 10:02, 3 March 2023
  • |tuflow_message=CHECK 2477 - 12da file has more than 1 tin, without super_tin. |message_desc=12da file has more than 1 tin, without super_tin.
    320 bytes (48 words) - 09:02, 3 March 2023
  • |tuflow_message=ERROR 2576 - Vertical groundwater layer must be between 1 and <>: "<>". |message_desc=Vertical groundwater layer must be between 1 and <>: "<>".
    337 bytes (44 words) - 09:37, 3 March 2023
  • |tuflow_message=ERROR 2831 - More than 1 parent polygon for polygon with nesting level "<>". |message_desc=More than 1 parent polygon for polygon with nesting level "<>".
    347 bytes (48 words) - 10:02, 3 March 2023
  • Num of Times: 1 Num of Times: 1
    3 KB (340 words) - 00:29, 20 January 2024
  • ...message=ERROR 3509 - Invalid SGS ZH SAMPLE RATIO. This value should be 0 ~ 1. |message_desc=Invalid SGS ZH SAMPLE RATIO. This value should be 0 ~ 1.
    333 bytes (48 words) - 10:24, 3 March 2023
  • |tuflow_message=ERROR 2463 - Expecting either 1 or 3 numbers after "<font color="blue"><tt>Control Number Factor</tt></font |message_desc=Expecting either 1 or 3 numbers after "<font color="blue"><tt>Control Number Factor</tt></font
    433 bytes (60 words) - 08:56, 3 March 2023
  • ...t bank (1), mainstream (2) or right bank (3). P values must be entered as 1, 2 or 3. For more details see '''Section 4.6.6.4 Position Flag''' of TUFLO |suggestions=If using P values, these must be either 1, 2 or 3.
    561 bytes (85 words) - 14:38, 22 December 2022
  • ...nnel <Channel ID> ignoring Number_of attribute value which is greater than 1. ...e or weir channels. For the channel ID specified, a value of greater than 1 has been specified and is being ignored. For culverts this is the number o
    722 bytes (120 words) - 14:27, 22 December 2022
  • |tuflow_message=WARNING 1382 - Manhole Exit Coefficient (Km) is greater than 1. ...as set by the Km attribute in the 1D manhole (1d_mh) layer is greater than 1. This is outside the normal range for this coefficient.
    413 bytes (62 words) - 10:39, 23 December 2022
  • Particularly, check if the inputs for column 1 and column 2 in the bc_dbase file are complete as appropriate from the t [[File:Error 0142(1).jpg|300px]]
    999 bytes (161 words) - 23:59, 11 December 2023
  • |tuflow_message=ERROR 1343 - In ',A4,1X,a,' table above, Column 1 values not increasing. Values: ',a,' then |message_desc=The value in column 1 of the 1d_ta file does not increase as it progresses, as shown in the examp
    696 bytes (125 words) - 10:34, 23 December 2022
  • ...de </tt></font><font color="red"><tt>= </tt></font><font color="black"><tt>1</tt></font>.
    674 bytes (103 words) - 11:59, 23 December 2022
  • ...de </tt></font><font color="red"><tt>= </tt></font><font color="black"><tt>1</tt></font>.
    721 bytes (116 words) - 12:14, 23 December 2022
  • |tuflow_message=ERROR 2194 - Column 1 values not ascending in ",a," table |alt_msg=ERROR 2194 - Column 1 values not ascending in ",a," table.
    793 bytes (123 words) - 13:58, 7 February 2023
  • This integer must be in range 1 to 65534. Cells that are not on a stream line are assigned a stream order o |suggestions=Ensure stream order definitions use values in range 1 to 65534.
    463 bytes (72 words) - 10:17, 3 March 2023
  • ...essage=ERROR 3041 - Pit <number>, discharge curve <number> is out of range 1 .. <number>. The supplied index is out of range 1 to N where N is the number of supplied discharge curves.
    513 bytes (80 words) - 10:18, 3 March 2023
  • ...ngle line of an M channel stage-discharge or stage-area .csv file exceeded 1,000, TUFLOW ignores the remaining values and issues this error message. ...stions=Simulate the model for Build 2012-05-AC or later where the limit of 1,000 characters has been increased to 10,000.
    522 bytes (81 words) - 15:23, 22 December 2022
  • ...Info tool assign the Code attribute for the polygon to a value of 1 (Code 1 means set the 2D cells within the polygon to active).<br> ...polygon to active (code = 1). Please return to the Tutorial Model Module 1 page [[Tutorial_Module01_Archive#Discussion_on_Command_Order|here]].
    2 KB (295 words) - 12:43, 9 January 2023
  • ...age=ERROR 2053 - Exceeded Maximum BC table size or table size is less than 1 row. ...Exceeded maximum boundary condition table size, or table size is less than 1 row.
    569 bytes (92 words) - 11:47, 23 December 2022
  • ...ow_message=WARNING 1381 - Manhole Default Exit Coefficient is greater than 1. ...efault manhole coefficient used for the Engelhund approach is greater than 1. For C manholes the <tt><font color="blue">Manhole Default C Exit Coefficie
    695 bytes (103 words) - 10:39, 23 December 2022
  • ...s caused by multiplication factors f1 and f2 in the 2d_rf layer other than 1. ...stions=Use the latest TUFLOW release. If multiplication factors other than 1 are used and TUFLOW version cannot be updated, multiplication should be app
    676 bytes (106 words) - 08:50, 3 March 2023
  • |tuflow_message=ERROR 2066 - Weighting factors do not add up to 1.0 at connections to 1D Nodes ",a," and |message_desc=Weighting factors do not add up to 1.0 at connections to 1D nodes.
    1 KB (251 words) - 11:55, 23 December 2022
  • |tuflow_message=ERROR 1059 - Could not find Column 1 label ",a,
    196 bytes (26 words) - 14:33, 22 December 2022
  • ...UPPORTED OBJECT </tt></font><font color="black"><tt>== </tt></font>" level 1
    282 bytes (38 words) - 09:14, 3 March 2023
  • ...river will enumerate the CUDA enabled GPUs as list of integers from 0 to N-1, where N is the number of GPUs available. By default TUFLOW will request de ...r if the user requests a device index that is outside of the range 0 ... N-1.
    2 KB (336 words) - 23:16, 11 December 2023
  • ..._message=ERROR 1014 - Reading Rainfall ID Number - Must be an integer from 1 to 10
    223 bytes (31 words) - 13:44, 22 December 2022
  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br> ...finer resolution of vectors within the level 2 grid compared to the level 1 grid:<br>
    878 bytes (138 words) - 09:39, 15 August 2023
  • ERROR 0641 - GRID should have more than 1 column.<br> ERROR 0641 - GRID should have more than 1 row.<br>
    819 bytes (132 words) - 15:58, 23 February 2023
  • Line 1 !comment line<br> ...es containing the start index of each output location (these are typically 1)<br>
    2 KB (299 words) - 10:55, 29 May 2022
  • ...070 - Cross-section with effective area must have a relative resistance of 1 in primary sub-section.
    256 bytes (33 words) - 14:40, 22 December 2022
  • ...s a multiple of the primary 5 second timestep, it is not a multiple of the 1.25 second timestep.
    825 bytes (145 words) - 10:25, 23 December 2022
  • ...RROR 1060 - Could not find Column ",a," label ",a," in same line as Column 1 label ",a,
    238 bytes (34 words) - 14:34, 22 December 2022
  • * The initial timestep passed to HPC is 1/10th of the timestep defined in the tcf. * Ensure that the minimum timestep (if defined) is 1/10th or less of the initial timestep.
    1 KB (179 words) - 10:11, 3 March 2023
  • ...computational time, for most cases the 1D calculations would add less than 1% to the runtime. Note the below is for TUFLOW "Classic" and not TUFLOW HPC ...l running in metric, the timestep (in seconds) is typically between 1/5 to 1/2 of the cell size (in metres). For example a 10m model will typically hav
    2 KB (281 words) - 09:34, 20 February 2019
  • |alt_msg=WARNING 1078 - vargeo, hr()', hr(ia+1), hr(ia)
    224 bytes (32 words) - 15:06, 22 December 2022
  • ...t click on the polygon and select attributes. Set the "Code" attribute to 1. This will set the TUFLOW model to be active within this area.<li> ...polygon to active (code = 1). Please return to the tutorial model module 1 page <u>[[Tutorial_Module01_Archive#Define_Preliminary_Active_and_Inactive_
    2 KB (334 words) - 12:44, 9 January 2023
  • ...<tt>== </tt></font> <tt>1</tt> I <tt>51</tt> sets the sampling distance to 1 m and the frequency limit to 51 for grids. The frequency limit does round u
    1 KB (206 words) - 10:23, 3 March 2023
  • ...ttributes. A separate line follows for each attribute column (in this case 1), this defines the type and length of this field (in this case we have an a ...d on lines 10 and 11. An object style is associated with each object "Pen (1,2,0)".
    3 KB (446 words) - 11:58, 5 April 2024
  • ...[[Module1_test_Archive#Define_the_Materials_.28Surface_Roughness.29|Module 1]].<br> ...the figure below. Leave the remaining larger polygon with a Material ID of 1.<br>
    2 KB (339 words) - 10:07, 9 January 2023
  • *<u>[[FMA Challenge 1 (1D-2D linked)|Challenge 1]]</u>: An urban environment with the main channel concrete lined with numer ...thin a week and ran for various scenarios for all three challenges. Models 1 and 3 were 1D/2D linked models, with Model 3 including some scenarios for s
    2 KB (317 words) - 14:51, 27 June 2022
  • <li>[[Manhole_Simple_Loss_Example#Example 1: Single Incoming/Outgoing Pipe with No Incoming Angle or Drop|Single Incomi ==Example 1: Single Incoming/Outgoing Pipe with No Incoming Angle or Drop==
    10 KB (1,689 words) - 23:33, 26 May 2021
  • * NetCDF Data Type - This is 1 for <u>[[TUFLOW_NetCDF_Raster_Output_Format | "NC" raster output]]</u> and ...comment = 'Contains raster TUFLOW output, TUFLOW netcdf version: 1'
    3 KB (522 words) - 10:00, 23 November 2018
  • :*f1: 1 :*f2: 1 <br>
    2 KB (380 words) - 09:28, 15 August 2023
  • ...[[Module1_test_Archive#Define_the_Materials_.28Surface_Roughness.29|Module 1]].<br> ...the figure below. Leave the remaining larger polygon with a Material ID of 1.<br>
    2 KB (386 words) - 10:09, 9 January 2023
  • * events = 1% AEP 1hr -> 12hr 1. Starting with the spatial distribution of the rainfall losses which is def
    5 KB (823 words) - 11:59, 7 March 2024
  • | Z || -1 ...elevations within the polygon, i.e. within the polygon we are subtracting 1 m from all the elevations.</li>
    2 KB (358 words) - 09:43, 9 January 2023
  • ...tt>Set Auto Terminate</tt></font> <font color="red"><tt>==</tt></font> <tt>1</tt> to include the entire grid, or use <font color="blue"><tt>Read GIS Aut
    530 bytes (83 words) - 09:17, 3 March 2023
  • | Z || -1 ...elevations within the polygon, i.e. within the polygon we are subtracting 1 m from all the elevations.</li>
    2 KB (360 words) - 09:42, 9 January 2023
  • |tuflow_message=ERROR 0412 - dbf field length is outside allowable range of 1 to 255 when writing dbf file.
    431 bytes (68 words) - 11:32, 22 December 2022
  • ...[[Module1_test_Archive#Define_the_Materials_.28Surface_Roughness.29|Module 1]].<br> ...the figure below. Leave the remaining larger polygon with a Material ID of 1.<br>
    2 KB (423 words) - 10:08, 9 January 2023
  • <li> For all polygons assign a 'f' attribute of '-1'. A cell code of '-1' deactivates all cells within the digitised code polygons. </li> ...lso be deactivated within a model by using a cell code of '0' instead of '-1'. A value of 0 removes these cells from the computation entirely which has
    2 KB (432 words) - 01:31, 25 April 2019
  • ERROR 2475 - Invalid parameter number, expecting the 1st number between 1 and <>.<br>
    435 bytes (58 words) - 08:59, 3 March 2023
  • <li> For all polygons assign a 'f' attribute of '-1'. A cell code of '-1' deactivates all cells within the digitised code polygons. </li> ...lso be deactivated within a model by using a cell code of '0' instead of '-1'. A value of 0 removes these cells from the computation entirely which has
    3 KB (443 words) - 00:25, 8 December 2018
  • <li> For all polygons assign a 'f' attribute of '-1'. A cell code of '-1' deactivates all cells within the digitised code polygons. </li> ...lso be deactivated within a model by using a cell code of '0' instead of '-1'. A value of 0 removes these cells from the computation entirely which has
    3 KB (443 words) - 23:39, 7 December 2018
  • <li>In MapInfo open the aerial photo and DEM layers as used in Module 1.</li> .... These are under the three roads, which were acting as dams in the module 1 results.
    6 KB (750 words) - 14:12, 6 January 2023
  • |tuflow_message=WARNING 2812 - No quadtree nesting, largest nesting level = 1.
    455 bytes (71 words) - 09:57, 3 March 2023
  • It must be in range 0 to N-1 where N is the number of supplied soils.
    450 bytes (74 words) - 10:16, 3 March 2023
  • It must be in range 0 to N-1 where N is the number of supplied materials.
    465 bytes (74 words) - 10:15, 3 March 2023
  • * Level 1 – Check for ellipses, rectangles, rounded rectangles and arcs (curved arc * Level 2 – All the level 1 checks as above plus checks for null and text objects.
    3 KB (433 words) - 11:29, 22 December 2022
  • ...eo tutorial steps through <u>[[Tutorial_Module01_Archive | Tutorial Module 1]]</u> from the Wiki.<br> ===Part 1: Model Setup===
    6 KB (950 words) - 13:34, 5 April 2024
  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br> ...the simulation) at the location of the dam break. The dam break begins at 1 hour and takes 15 minutes to fully develop:<br>
    2 KB (259 words) - 11:10, 15 August 2023
  • ...Window. The information window should show that the Code Feature is set to 1. This is shown in the image below. ...polygon to active (code = 1). Please return to the tutorial model module 1 page [[Tutorial_Module01_Archive#Discussion_on_Command_Order|here]].
    3 KB (487 words) - 12:43, 9 January 2023
  • |1|| Pasture|| 0.06 ...</tt></font> <font color="green"><tt> ! Set every cell to a material ID of 1 (Pasture)</tt></font><br>
    3 KB (577 words) - 12:44, 9 January 2023
  • |message_desc=2D cell is a boundary or inactive cell (Code -1 or 0), yet it has been assigned an internal boundary condition.
    389 bytes (62 words) - 10:53, 23 December 2022
  • ...contains a region object for each active (cell code 1) or null (cell code -1) cell. A number of the output attributes are only written if certain model | Code||The cell code status. This is 1 for active cells and -1 for null cells that are included in the mesh. Refer to the TUFLOW Manual f
    4 KB (700 words) - 11:39, 2 June 2023
  • ...2 results on primary axis, a template for 1 result on the primary axis and 1 result on the secondary axis... a template for n results on primary axis an
    2 KB (399 words) - 00:46, 30 November 2023
  • It must be in range 0 to N-1 where N is the number of supplied boundary conditions (HT+HQ), or GT for gr
    544 bytes (87 words) - 10:15, 3 March 2023
  • ...lygon is the second nested level digitised in the 2d_qnl layer (e.g. level 1 polygon divided into 4 cells). <li>'Optimise': the parent level 1 polygon is used to optimise the angle of the mesh.
    7 KB (1,237 words) - 14:25, 15 August 2023
  • |tuflow_message=ERROR 3999 - nDevices requested less than 1.
    555 bytes (85 words) - 13:33, 11 April 2024
  • ** D/M/YY - 1/1/21 or 25/12/21 ====Example 1: Using Dates====
    2 KB (373 words) - 14:14, 2 June 2021
  • ...nually created nodes in the 1d_nwk layer and no 1d_channels. A minimum of 1 channel is required if using manually created 1D nodes.
    470 bytes (79 words) - 10:26, 23 December 2022
  • |tuflow_message=ERROR 3048 - Wind/Wave Shallow Depth 2 must be > Depth 1.
    557 bytes (85 words) - 10:19, 3 March 2023
  • :*f1: 1 :*f2: 1 <br>
    3 KB (485 words) - 13:26, 14 August 2023
  • ...LOW version. For the 2011-09-AE version of TUFLOW this was increased from 1,000 to 100,000.
    454 bytes (66 words) - 16:19, 5 January 2024
  • ...ile containing elevations. For this example the zpt_check file from module 1 of the TUFLOW tutorial model will be used, but the process can apply to any *Set the minimum number of points to 1;
    2 KB (301 words) - 06:08, 31 January 2015
  • 1. Type 'cmd' into the start bar and press enter. This will bring up a black
    482 bytes (87 words) - 19:41, 7 July 2016
  • ...need to be extended. Check the code polygon has active cells (attribute of 1).
    462 bytes (73 words) - 10:55, 23 December 2022
  • <li>In ArcMap open the aerial photo and DEM layers as used in Module 1 (these are located in the '''Module_Data''' directory).</li> .... These are under the three roads, which were acting as dams in the module 1 results.
    7 KB (879 words) - 14:13, 6 January 2023
  • ...01_Model_Controls_SMS_Archive#Material Sets|this section]] from the Module 1 tutorial to review how to do this. The TUFLOW 1D and 2D model parameters were set up previously in the Module 1 tutorial.<br>
    2 KB (344 words) - 15:05, 6 January 2023
  • [[File:Tute M01 Saga 2d code 1.png|frame|none]] *Code = 1
    4 KB (770 words) - 10:52, 5 January 2017
  • <li>Click on the 'NULL' value and change the value to '1'. Click 'OK'. <br> ...ated setting the code value for cells inside the polygon to active (code = 1).
    3 KB (584 words) - 16:25, 14 August 2023
  • ...to be used in the TUFLOW model, both options are outlined below. As Option 1 is straightforward and Option 2 is more involved, Option 2 is demonstrated == Option 1 (recommended) - Use Original Source Elevation Data Imported to XPSWMM ==
    6 KB (966 words) - 10:26, 1 March 2024
  • ..._F attribute in the 1d_nwk is a multiplication factor and should be set to 1 (this may be adjusted as part of the calibration process).
    570 bytes (94 words) - 16:00, 22 December 2022
  • ...abase (created in [[Module1_test_Archive#Define_Boundary_Conditions|Module 1]]) in the following steps of this module. The created boundary will be appl ...k these boundary names with an inflow using the bc_dbase created in Module 1. <br>
    2 KB (425 words) - 10:42, 9 January 2023
  • ...t click on the polygon and select attributes. Set the "Code" attribute to 1. This will set the TUFLOW model to be active within this area.<br> ...polygon to active (code = 1). Please return to the tutorial model module 1 page <u>[[Module1_test#Discussion_on_Command_Order|here]]</u>.
    3 KB (589 words) - 14:03, 4 January 2024
  • ...on number of the TUFLOW GPKG time series format and should be set to <code>1.0.0</code>. The table should have the following columns:<br> |1||M06_5m_003_swmm_ts_P||22||hours since 2020-01-01 00:00:00||1.0||Depth||Depth||m
    7 KB (924 words) - 20:49, 10 November 2023
  • ...abase (created in [[Module1_test_Archive#Define_Boundary_Conditions|Module 1]]) in the following steps of this module. The created boundary will be appl ...k these boundary names with an inflow using the bc_dbase created in Module 1. <br>
    2 KB (433 words) - 10:41, 9 January 2023
  • * Position '''X: 1.0, Y: 1.0''' = the top right corner of the plot window '''Position X:1, Y:1'''<br>
    2 KB (394 words) - 14:35, 2 June 2021
  • ...abase (created in [[Module1_test_Archive#Define_Boundary_Conditions|Module 1]]) in the following steps of this module. The created boundary will be appl ..._dbase created in [[Module1_test_Archive#Define_Boundary_Conditions|Module 1]]. <br>
    3 KB (445 words) - 10:11, 9 January 2023
  • :''Tip 1: Bla bla bla.''<br> ...to "As discussed in <u>[[Tutorial_M01#Reviewing_Model_Performance | Module 1]]</u>")
    4 KB (641 words) - 13:06, 5 December 2023
  • ...e_desc=2D cell has been assigned a material ID (integer) of less than one (1) or greater than 32,767. Material IDs must be within this range. The most
    759 bytes (121 words) - 10:54, 23 December 2022
  • |1|| Pasture|| 0.06 ...</tt></font> <font color="green"><tt> ! Set every cell to a material ID of 1 (Pasture)</tt></font><br>
    5 KB (799 words) - 12:45, 9 January 2023
  • |tuflow_message=ERROR 0402 - dbf field length is outside allowable range of 1 to 255.
    694 bytes (113 words) - 15:32, 4 January 2024
  • <li>In QGIS open the aerial photo and DEM layers as used in Module 1 (these are located in the '''Module_Data''' directory).</li> .... These are under the three roads, which were acting as dams in the module 1 results.
    7 KB (967 words) - 14:14, 6 January 2023
  • |tuflow_message=ERROR 2818 - For nesting level 1, number of potential cells: "a" exceeds limit of : 2147483647
    662 bytes (102 words) - 09:59, 3 March 2023
  • Table 1 describes the various Checks that can be conducted.<br> '''Table 1: Flow Trace Checks'''
    2 KB (380 words) - 23:47, 8 April 2022
  • <li>Right click on the 'NULL' value and change the value to '1'. Click 'OK'. <br> ...ated setting the code value for cells inside the polygon to active (code = 1).
    4 KB (631 words) - 11:19, 2 October 2023
  • |1|| Pasture|| 0.06 ...</tt></font> <font color="green"><tt> ! Set every cell to a material ID of 1 (Pasture)</tt></font><br>
    5 KB (795 words) - 12:44, 9 January 2023
  • The file contains 1 Update: The file contains 1 Update:
    6 KB (861 words) - 09:15, 18 March 2024
  • ...omain and code is selecting cells. Ensure that the code boundary is set to 1 (ie, that the cells will be active), check that the defined domain and the
    589 bytes (105 words) - 12:47, 30 June 2023
  • ==Module 1: Linking Flood Modeller to TUFLOW== ...is page: [[Flood Modeller Tutorial Module01|Flood Modeller Tutorial Module 1]].<br>
    6 KB (911 words) - 11:34, 27 September 2023
  • [[File:Tute M01 SAGA 2d mat 1.png|frame|none]] |1|| Pasture|| 0.06
    5 KB (818 words) - 21:34, 5 January 2017
  • '''Method 1''' =Method 1 (TUFLOW Utilities)=
    4 KB (664 words) - 04:54, 3 February 2015
  • Bing Aerial: http://ecn.t3.tiles.virtualearth.net/tiles/a{q}.jpeg?g=1
    923 bytes (163 words) - 14:43, 22 June 2021
  • ...y. To find out more about unsupported features in HPC, refer to Section 10.1.5 in the <u>[https://downloads.tuflow.com/_archive/TUFLOW/Releases/2018-03/ ...this is a default. If a second GPU card was added, the Device ID would be 1 and so on. The GPU IDs can be checked by reviewing the machines ''Device Ma
    8 KB (1,331 words) - 11:19, 29 January 2024
  • * Level 1 – Check for ellipses, rectangles, rounded rectangles and arcs (curved arc * Level 2 – All the level 1 checks as above plus checks for null and text objects.
    5 KB (766 words) - 16:26, 19 March 2024
  • <font color="grey">REM Process the depths at times 1, 2 and 3 hours.</font><br> <font color="grey">REM Process the velocity vectors at times 1, 2 and 3 hours.</font><br>
    5 KB (942 words) - 12:54, 9 January 2023
  • ...ibutes''' - this is the index of the labelled attribute field (starting at 1). Multiple attributes can be labelled by using a "|" to delimit the indexes Label Attributes == 1 ! attribute indexing starts at 1
    7 KB (1,153 words) - 03:20, 6 April 2022
  • 1. In Explorer, open the “View”, “Folder Options…” menu and select ...e something like: "C:\Program Files\Tuflow\Releases\2008\iSP\TUFLOW.exe" "%1"<br>
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  • |RF_loc_001|| 1 || 1 ! style="background-color:#005581; font-weight:bold; color:white;"| Column 1
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  • |RF_loc_001|| 1 || 1 ! style="background-color:#005581; font-weight:bold; color:white;"| Column 1
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  • cellsize 1
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • |RF_loc_001|| 1 || 1 ! style="background-color:#005581; font-weight:bold; color:white;"| Column 1
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  • ...ulvert is not included in the manhole loss calculations. If there is only 1 incoming pipe with the invert above the obvert of the outlet culvert, the i
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  • REM Process the velocity vectors at times 1, 2 and 3 hours.</font><br> ...e 1 hour) and the '''M01_5m_002_V____1.00(v)_R''' (velocity vector at time 1 hour).</li>
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  • ...he detailed method described for [[Tute_M01_Boundaries_MI_Archive | Module 1]].
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  • ...timestep. For example a with a 2D timestep of 4 seconds a 1D timestep of 1 or 2 seconds is ok, but 2.5 not valid.
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  • ...e dam break is to commence. A value of 1 indicates the dam break begins at 1 hour. ...layer replaces the 2d_bc QT type introduced in <u>[[Tutorial_M01 | Module 1]]</u>. A 2d_sa inflow is typically more stable in situations of fast model
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  • ..._F attribute in the 1d_nwk is a multiplication factor and should be set to 1 (this may be adjusted as part of the calibration process). This can occur i
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  • ...where certain calculations occur in the model. In this tutorial, the level 1 grid cell size is 10m, the level 2 grid cell size is 5m.<br>
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  • ...-ti/ GeForce GTX 1080ti] has a total of 3,584 CUDA cores (running at up to 1.58 GHz). At the time of writing both the i7-8700k and GTX 1080ti are high !colspan="1" style="background-color:#005581; font-weight:bold; color:white;"|Solver
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  • ...regions assigned to a 1D node is ten (10) - the limit previously was one (1).
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  • ...inuity Error (%) .....''': The target value for this metric is less than +-1% ..._Tutorial_M01#Check_Files_and_Results_Output| Back to TUFLOW SWMM Tutorial 1]]
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  • |uplink=[[Tutorial_M01#Materials| Back to Module 1 Main Page]]
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  • This will load the 'Part' titled: ''2D TUFLOW Elements'' as Case Item 1. # Set the Coordinates scale factor = <b>-1</b> *variable
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • A toolbox is available for Arc Map 10.1 and newer, this toolbox helps with streamlining the process of creating and ...rcTUFLOW toolbox to create a TUFLOW project for the TUFLOW tutorial module 1.<br>
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • |uplink=[[Tutorial_M01#Materials| Back to Module 1 Main Page]]
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • ...s]. It is noted that the [http://cfconventions.org/standard-names.html CF 1.6 standard names] do not include any allowance for number of the output nam * NetCDF Data Type - This is 1 for "NC" raster output and 2 for <u>[[TUFLOW_NetCDF_Cell_Centre_Output_Form
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  • ...Weir models a triangular profile weir with a 1:2 sloping front face and a 1:5 sloping back face. This type of weir are used as measuring structures wit
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  • ...cting data. In the example below, the TLF file states that data in columns 1, 2 and 5 are expected within the "FC04.1_C_013.csv" file. <br>
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  • ...inuity Error (%) .....''': The target value for this metric is less than +-1% ..._Tutorial_M01#Check_Files_and_Results_Output| Back to TUFLOW SWMM Tutorial 1]]
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  • In this page we will look at viewing TUFLOW results using SMS 10.1. This allows us to step through each output time and watch the flood as it ...SMS a 30 day trial can be obtained. To obtain a trial download the SMS 10.1 (full installation) from here [http://www.aquaveo.com/downloads Aquaveo Dow
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  • ...is shown for the <u>[[FMA_Challenge_1_(1D-2D_linked) | FMA challenge model 1]]</u>, the layer is styled by the invert elevation.<br>
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  • ...polygon has only one attribute that is an integer value 0 for inactive and 1 for active.
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  • * Alternate 1: Culvert '''FC04.1_C''' ==Alternate 1: Point object in 2d_bc type layer==
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  • In this page we will look at viewing TUFLOW results using SMS 11.1. This allows us to step through each output time and watch the flood as it ...SMS a 30 day trial can be obtained. To obtain a trial download the SMS 11.1 (full installation) from here [http://www.aquaveo.com/downloads Aquaveo Dow
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  • <font color="grey">REM Process the depths at times 1, 2 and 3 hours.</font><br> <font color="grey">REM Process the velocity vectors at times 1, 2 and 3 hours.</font><br>
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  • ...e dam break is to commence. A value of 1 indicates the dam break begins at 1 hour. ...layer replaces the 2d_bc QT type introduced in <u>[[Tutorial_M01 | Module 1]]</u>. A 2d_sa inflow is typically more stable in situations of fast model
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • ...where certain calculations occur in the model. In this tutorial, the level 1 grid cell size is 10m, the level 2 grid cell size is 5m.<br>
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  • ...NG 2594 - For soil ID [n] soil type is not "CO" required for soil layers > 1
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  • =Method 1=
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • Region 1
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  • ...ge_desc= A 2D cell has been assigned a soil ID (integer) of less than one (1) or greater than 32,767. Soil IDs must be within this range. The most commo
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  • ...ther with a 2D domain, TUFLOW can also be integrated with a range of other 1-Dimensional software including <u>[https://www.floodmodeller.com/ Flood Mod ==Model 1==
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  • Bing Aerial: http://ecn.t3.tiles.virtualearth.net/tiles/a{q}.jpeg?g=1
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  • <li>Change the ''Width'' of the culvert to "1.8", the ''Height'' to "1.8" and the ''Number of barrels'' to "3".</li> <li>The ''Entry loss'' should be changed to "0.5" and the ''Exit loss'' to "1.0".</li>
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  • ...cell and value at cell side calculated using either average n, average M (1/n) or maximum n. The two approaches are therefore incompatible.
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  • ...r direct rainfall models set "Cell Wet/Dry Depth == 0.0002" if CME exceeds 1%.
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  • ...ial_Module01_Archive#Advanced_-_Model_Resolution_.28Optional.29 | Tutorial 1]]</u>.
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  • ...e detailed method described for [[Tute_M01_Boundaries_Arc_Archive | Module 1]].
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  • ...s command instructs TUFLOW to run the model on GPU Device 0 and GPU Device 1.</tt></font><br><br> ...creased (overclocked) by implementing a Control Number Factor greater than 1. Reducing the model timestep is likely to increase model stability and mode
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  • :** ''<tt>ZLEVEL=[1-9]</tt> :** ''<tt>PREDICTOR=[1/2/3]</tt>'': 1 (No Predictor) and 2 (Horizontal Predictor) currently supported by TUFLOW
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  • ...the elevation model described [[Tutorial_Module01_Archive | in the module 1 tutorial model]]. This approach is described in the following software pack <font color="blue"><tt>Set Code </tt></font> <font color="red"><tt>== 1</tt></font><br>
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  • ...appears in the .tcf control file. For a single domain model this will be 1.
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  • :*Part 1: Single Scenario - cell size. =Part 1 - Single Scenario=
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  • * Percentage blockage below the obvert of layer 1 to account for any blockages perpendicular to the direction of flow (in thi * A Form Loss Coefficient (FLC) below the obvert of layer 1 (in this case to account for sub-grid scale losses around piers). Note that
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  • ..._002''' layer, ensure that the attribute for the 2d_code polygon is set to 1 (active) rather than 0 (inactive). The active cells are exported as part o
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • ...is shown for the <u>[[FMA_Challenge_1_(1D-2D_linked) | FMA challenge model 1]]</u>, the layer is styled by the boundary type, a number of QT (flow-time)
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  • * [[Tutorial_M01|Module 1]] - 2D Base Model *[[TUFLOW_SWMM_Tutorial_M01 | TUFLOW SWMM Module 1]] - 1D Culverts
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  • |rowspan='1' style='text-align: left'|<b>[[#channelConnectionCount|channelConnectionCou |rowspan='1'|Returns the number of channels connected to a given node
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • =Method 1 - MMQGIS plugin=
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  • ...appears in the .tcf control file. For a single domain model this will be 1.
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  • |1-Band Raster|| Creates colour tables for a 1-band raster (eg DEM or results grid)|| BC Consulting repository
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  • ...elevations from a TIN dataset. Please return to the tutorial model module 1 page where the next step is to [[Tutorial_Module01_Archive#Define_Prelimina
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  • ====1. Create Remote Repository==== ====1. Initialise Kart Locally====
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • ...detailed method described for [[Tute_M01_Boundaries_QGIS_Archive | Module 1]].
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  • * '''Rule 1:''' Flag as unstable if the minimum value is less than zero ''(only applied * '''Detailed Description Rule 1:''' Flag as unstable if the minimum value is less than zero ''(only applied
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • ...elevations from a DEM dataset. Please return to the tutorial model module 1 page where the next step is to [[Tutorial_Module01_Archive#Define_Prelimina
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  • Note: The value of 0.01 is in metres per metre and corresponds to a 1% water surface slope. TUFLOW automatically creates a stage-discharge curve ...k=[[Tutorial_M01#Spatial_Definition_of_Boundary_Conditions| Back to Module 1 Main Page]]
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  • ...gon is reversed (i.e. a Code of 1 becomes 0, and a Code of -1 or 0 becomes 1). This means that the same layer can be used by both TGC files when linkin
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  • Looking for data in columns 1, 2 after line starting with:
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  • ...n. The process involves importing the Zpts created in the tutorial module 1 and doing an point inspection to assign elevations at each Zpt. ...ted to use the inspected zpts. Please return to the tutorial model module 1 page where the next step is to [[Module1_test_Archive#Define_Preliminary_Ac
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  • 1. Firstly download the tutorial dataset from [https://tuflowdownload.blob.co *'''1. Input Network Lines''' - Input location of 1d_nwk lines such as pipes, cul
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  • ...[Tutorial_Module01_Archive#Advanced_-_HPC_Solver_.28Optional.29 | Tutorial 1]]</u>.
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  • ...png|frame|none|Final DEM (of the _zpt_check.mif for TUFLOW tutorial module 1)]]
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  • ...rs are selected as well), make sure '''Start import at row''' is set to '''1''' and '''Heading row''' is selected. Click '''Next'''.</li><br> ...nce done. This is the projection of the TUFLOW model that we set in Module 1.</li><br>
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  • Note: The value of 0.01 is in metres per metre and corresponds to a 1% water surface slope. TUFLOW automatically creates a stage-discharge curve ...k=[[Tutorial_M01#Spatial_Definition_of_Boundary_Conditions| Back to Module 1 Main Page]]
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  • ...mass losses and inaccurate results. To prevent this, allow ponding (option 1) or make the surcharge depth high (option 2). :; Option 1:
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  • ...are not already familiar with TUFLOW, we recommend first completing Module 1 and 2 of the <u>[[Tutorial_Introduction | "TUFLOW Only" Tutorials]]</u> to ...upling since its initial 2D solver development in 1989. Traditionally, 1D (1 Dimensional) linking and associated modeling has been applied using TUFLOW'
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  • ...the 2d materials (2d_mat) file is in the wrong projection (e.g. NSW ISG 56/1), these material polygons will be in the wrong location (probably in the mi Example 1:<br>
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  • The message switches from a CHECK to a WARNING at 0.3m (or 1 ft if using English Units) to draw further attention to large changes that
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  • ...ile containing elevations. For this example the zpt_check file from module 1 of the TUFLOW tutorial model will be used, but the process can apply to any
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  • ...in. The prcess involves importing the Zpts created in the tutorial module 1 and doing an point inspection to assign elevations at each Zpt. ...ted to use the inspected zpts. Please return to the tutorial model module 1 page where the next step is to [[Module1_test_Archive#Define_Preliminary_Ac
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  • * [[Tutorial_M01|Module 1]] - 2D Base Model * [[Flood_Modeller_Tutorial_Module01|FM Module 1]] (Linking Flood Modeller to TUFLOW)
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  • ...n, 2d_zpt_M01_5m_002_P : m, 2d_zpt_M01_5m_002_P : type and DEM_M01 : band 1 (the Elevation from the source point is omitted as this contains only null ...ted to use the inspected Zpts. Please return to the tutorial model module 1 page where the next step is to [[Module1_test_Archive#Define_Preliminary_Ac
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  • ...ome useful tools such as ColorBrewer or the plugin [[QGIS_Useful_Plugins | 1-Band Raster ]] which can help to create a nice colour profile.
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  • ...er level rising to and exceeding the deck). The attribute value entered is 1.95 / 15m giving a value of 0.13. ...e shape because their use allows us to vary the height and depth of layers 1 to 3 within a single shape if required. For simplicity, in this tutorial w
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  • ...find any CUDA enabled devices (<tt>GPU ERROR: nDevices requested less than 1</tt> or <tt>GPU ERROR: Non-cudaSuccess code returned</tt>) ...e capability of 1.3 or higher</tt> or <tt>GPU ERROR: Compute capability of 1.2 or higher is required.</tt>)
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  • ...ht click and "Modify". In the pop-up window, change the the Value data to "1"</li>
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
    2 KB (303 words) - 11:43, 15 August 2023
  • ...rn to the <u>[[Tutorial_Module01_Archive#Viewing_Results | Tutorial Module 1]]</u> where we will view the TUFLOW results.
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  • .../tt></font><font color="red"><tt>== </tt></font><font color="black"><tt>95,1</tt></font> command in the .tgc file before reading the TIN.
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  • ...ntent to a saturated state. This concept is shown schematically in Figure 1.<br> [[File:Fig_1_GA_Model.png|300px|Figure 1 Green-Ampt Model Concept]]<br>
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  • ...ection (the Manning's value is specified on the channel), then a value of -1 is output.
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
    2 KB (318 words) - 09:19, 15 August 2023
  • ...ing methods at the same time (for example plot results from vertical layer 1, 2, 3.. etc). The standard timeseries plotting tool will plot only the curr
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  • ...l will attempt to guess a filename by incrementing the current filename by 1. For example the source layer with name '''2d_code_M01_001_R''' will guess '''Example 1 - Shapefile'''<Br>
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  • ...rn to the <u>[[Tutorial_Module01_Archive#Viewing_Results | Tutorial Module 1]]</u> where we will view the TUFLOW results.
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  • ...the figure below. Leave the remaining larger polygon with a Material ID of 1.<br>
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  • <li>Assign the Code attribute for the polygon a value of 1 (Code 1 means set the 2D cells within the polygon to active).
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  • ...model created in <u>[[Tutorial_M01 | Module 1]]</u>. The completed Module 1 model is provided in the Module_02\TUFLOW folder.''' <br> =Part 1 - Breaklines=
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  • ...rn to the <u>[[Tutorial_Module01_Archive#Viewing_Results | Tutorial Module 1]]</u> where we will view the TUFLOW results.
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  • ...er level rising to and exceeding the deck). The attribute value entered is 1.95 / 15m giving a value of 0.13. ...e shape because their use allows us to vary the height and depth of layers 1 to 3 within a single shape if required. For simplicity, in this tutorial w
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  • ...apper (see <u>[[Tute_M01_Inspect_Zpts_MI_Vertical_Mapper | Tutorial Module 1, Vertical Mapper]]</u>.<br>
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  • <li>Assign the Code attribute for the polygon a value of 1 (Code 1 means set the 2D cells within the polygon to active).
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  • [[File:SMS 10p1 Display Options.png|750px|SMS 10.1 Display Options]]<br> ...rn to the <u>[[Tutorial_Module01_Archive#Viewing_Results | Tutorial Module 1]]</u> where we will view the TUFLOW results.
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  • <font color="grey">REM Process the depths at times 1, 2 and 3 hours.</font><br> <font color="grey">REM Process the velocity vectors at times 1, 2 and 3 hours.</font><br>
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  • ...the figure below. Leave the remaining larger polygon with a Material ID of 1.<br>
    2 KB (389 words) - 18:42, 4 January 2019
  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • <li>Type "1" into the "Field calculator expression" box and hit "OK". Note, if you wan
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  • '''TABLE 1: xsGenerator .mif Layer Attributes''' |LCR|| Character (1) || One of “L”, “C” or “R” to indicate whether the point is on
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  • ...t difference for styling scalar result types is where the "Symbology" tab (1) is located on the left-hand side. The rest of the key options are identica
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  • ...r zero if not found. To start search at beginning, use a num value of one (1).
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  • Increment the dambreak layer from Part 1 to change time trigger into water level trigger: <br>
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  • :*8 x Event Duration: 1, 2, 3, 6, 9, 12, 18 and 24 hour storm ...liar with TUFLOW SWMM linking, we recommend completing TUFLOW SWMM Modules 1, 2 and 3 prior to starting this tutorial. <br>
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  • :*8 x Event Duration: 1, 2, 3, 6, 9, 12, 18 and 24 hour storm ...liar with TUFLOW SWMM linking, we recommend completing TUFLOW SWMM Modules 1, 2 and 3 prior to starting this tutorial. <br>
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  • |uplink=[[Tutorial_M01#2D_Time_Series_Plot_Output | Back to Module 1 Main Page]]
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  • <li> <b>Method 1:</b>
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  • ...using a delimiter - append user defined delimiter and number (starting at 1) to duplicate IDs e.g. pipe1_1, pipe1_2, pipe2_1
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  • ...the figure below. Leave the remaining larger polygon with a Material ID of 1.<br>
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  • Currently, the tool is available for catchments in the Auckland Region<sup>1</sup>, however, further models are planned to be added. <sup>1</sup>Auckland Regional Council, April 1999, TP108. Guidelines for stormwate
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  • objShell.ShellExecute path, "", "", "open", 1
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  • ...lts can be loaded. TUFLOW results can outputted in either the .dat format (1 results file format per output type) or in recent versions of TUFLOW the .x [[File:SMS 10p1 Display Options.png|750px|SMS 10.1 Display Options]]<br>
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  • | Conveyance||The conveyance value at the top of the channel. This is -1 for some structure channels.
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  • # If you're happy with steps 1-3 then click install as shown below.
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  • ...appears in the .tcf control file. For a single domain model this will be 1.
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  • |uplink=[[Tutorial_M01#Model_Familiarisation| Back to Module 1 Main Page]]
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  • :*Z = 1 :*Shape_Width = -1<br>
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  • * Bridge Modelling Option 1: 1D Bridge with 2D Weir Overflow (1D/2D Combination) ==Bridge Modelling Option 1: 1D Bridge with 2D Weir Overflow==
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  • <font color="grey">REM Process the velocity vectors at times 1, 2 and 3 hours.</font><br> <li>To view the depth (grid) and velocity vectors at time 1 hour in the model simulation. In layer control add the following '''M01_5m_
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  • ERROR 0635 - TUFLOW currently only supports 1 sample per pixel in GeoTIFF. Number of samples per pixel found: <>.<br>
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  • ...one 60 S. This is the projection of the TUFLOW model that we set in module 1.</li> ..."background-color:#005581; font-weight:bold; color:white;" width=20%| Line 1
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  • ...the boundary data will be extracted from (to be created shortly). 'Column 1' and 'Column 2' specifies the columns in this text file where head and flow ...at 40.1 metres and continues steady at this rate for water levels above 40.1 metres. 50.0 metres has been specified as the upper limit and is above the
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  • In FMA Challenge 1, a fully two-dimensional model with a nested one dimensional model has been The functional FMA Challenge 1 (1D-2D linked) has been developed allowing you to review the model setup, r
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  • ...rectory "<tt>bin\gdal\apps</tt>". Following our chosen directory from step 1 this is "<tt>C:\GDAL\bin\apps</tt>".
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  • | Number_of || 1 ...'' created in [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial 1]]. Note that the pipe network has been digitised to outfall to the watercou
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  • ...viewing of the 2D map results, see <u>[[Tutorial_M01_Results_QGIS | Module 1]]</u>.<br>
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  • | Number_of || 1 ...'' created in [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial 1]]. Note that the pipe network has been digitised to outfall to the watercou
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  • |uplink=[[Tutorial_M01#2D_Time_Series_Plot_Output | Back to Module 1 Main Page]]
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  • ...ing 2D TUFLOW results in QGIS. Please return to the tutorial model, module 1. In the next step we review the performance of the TUFLOW model (warnings,
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  • ...se a breakline layer to ensure that at the SX connection there is at least 1 cell where the 2D elevation is at or below the 1D bed level.<br>
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  • |uplink=[[Tutorial_M01#Project_Initialisation| Back to Module 1 Main Page]]
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  • | Number_of || 1 ...'' created in [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial 1]]. Note that the pipe network has been digitised to outfall to the watercou
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  • ...odule01_Archive#TUFLOW_Boundary_Condition_Database_.28bc_dbase.29 | Module 1 main page]]</u>). We will create three different boundaries: [[File:Tute M01 Saga 2d bc 1.png|frame|none]]
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  • :*Z = 1 :*Shape_Width = -1<br>
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  • ...1D culverts to the 2D model created in [[Tutorial Module01_Archive|Module 1]] in this Module.<br> ...''. Please refer to <u>[[Tutorial_Module01_Archive#Run_Simulation | Module 1]]</u> for a detailed description of the various methods for running a TUFLO
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  • :*Part 1: 2D Variable Geometry Time Trigger - the dam break begins at 1 hour and develops over 15 minutes. =Part 1 - 2D Variable Geometry Time Trigger=
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  • ===1. Create a new 1d_nwk layer=== ...pulated. The first dropdown will point to the 1d_nwk layer created in Step 1. The 'Select Feature on Map' tool is used to select the newly drawn arch br
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  • 1) Open the Flood Modeller software and in the 'Home' tab select the 'General 1) Click on the start button in windows and open the Control Panel. In the Co
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  • Increment the dambreak layer from Part 1 to change time trigger into water level trigger: <br>
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  • :*Part 1: Global Rainfall - apply uniform rainfall to all active cells. =Part 1 - Global Rainfall=
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  • :*Layer 1: Beneath the bridge deck.
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  • ...r iterations; for example module 2 builds upon the model created in module 1. For this purpose, models developed during the previous modules are availa ==Module 1: 2D only model==
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  • ...ly (default): This option increments the filename and the GPKG database by 1. It closes the old layer and opens the new one. For example, the tool incre ...ion increments the filename of the selected layer and the GPKG database by 1. It also copies all other layers from the original GPKG database into the i
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  • ...odule01_Archive#TUFLOW_Boundary_Condition_Database_.28bc_dbase.29 | Module 1]]</u>). We will create three different boundaries: [[File:Tute M01 Arc 2d bc 1.png|frame|none]]
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  • | align="center" | 1.8 | align="center" | 1.8
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  • ...color="green"><tt> !Commands specific to the 'EXG', 'DEV', Bridge Options 1 and 3</tt></font><br> ...files (for example, specifying '''FINB1''' will simulate our Bridge Option 1 scenario. Alternatively, specifying '''EXG''' will simulate our existing sc
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  • ...color="green"><tt> !Commands specific to the 'EXG', 'DEV', Bridge Options 1 and 3</tt></font><br> ...files (for example, specifying '''FINB1''' will simulate our Bridge Option 1 scenario. Alternatively, specifying '''EXG''' will simulate our existing sc
    12 KB (2,109 words) - 10:01, 9 January 2023
  • ...color="green"><tt> !Commands specific to the 'EXG', 'DEV', Bridge Options 1 and 3</tt></font><br> ...files (for example, specifying '''FINB1''' will simulate our Bridge Option 1 scenario. Alternatively, specifying '''EXG''' will simulate our existing sc
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  • ...ReFH was first published in 2005 by Kjeldsen ''et al'' [[#References|<sup>1</sup>]] as a replacement for the original FEH rainfall-runoff method, the F ...uirement that the duration must be an odd multiple of the timestep. Table 1 below shows some common timesteps for some common durations. Where possibl
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  • <li>"n_or_n_F" = 1 (materials are being defined in the cross-section csv files. n_or_n_F is a <li> Leave “Column 1”, which is used for time, blank (DSS files store the time with the curve
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  • |uplink=[[Tutorial_M01#Project_Initialisation| Back to Module 1 Main Page]]
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  • ...scharge to allow for any blockage and/or if Number_of pits is greater than 1.
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  • ...create a TIN based on the model elevations around the polygon perimeter at 1/2 cell increments (in doing so, breaching the dam wall). We have placed two * Trigger_Value = 1.0
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  • ...ctor>"|| Scale factor to scale the size of the arrows. The default is sf = 1, which means the cell size of the first 2D domain in the .tcf file is equiv ...corners. For a "-asc" output if no grid input is specified the default is 1/2 of the 2D cell size.<br>
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  • ...odule01_Archive#TUFLOW_Boundary_Condition_Database_.28bc_dbase.29 | Module 1]]</u>). We will create three different boundaries: ...attribute, this value of 0.01 is in metres per metre and corresponds to a 1% water surface slope. TUFLOW will automatically create a stage-discharge
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  • ...discharges to an open channel represented in Flood Modeller as per Figure 1. [[File:X1DH Link.png|thumb|Border|none|700px|Figure 1: TUFLOW Pipe Network Discharging to a Flood Modeller Representation of an O
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  • ...liar with TUFLOW SWMM linking, we recommend completing TUFLOW SWMM Modules 1 and 2 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
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  • ...ReFH was first published in 2005 by Kjeldsen ''et al.''[[#References|<sup>1</sup>]]. ...rom ReFH2, the 1 year net rainfall column is called '''"Total net rain mm (1 year) - as 100% rural model”'''. We can set column 2 to look for the '''
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  • ...The depth and velocities are shown in the 2nd image. Both images are at 1:15min into the simulation.</li> ...ints, lines and regions. This example is discussed more in Section 4.4.10.1 of the 2010 TUFLOW manual.
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  • |uplink=[[Tutorial_M01#Check_Files| Back to Module 1 Main Page]]
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  • |uplink=[[Tutorial_M01#Check_Files| Back to Module 1 Main Page]]
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  • ...ing methods at the same time (for example plot results from vertical layer 1, 2, 3.. etc). The standard cross-section plotting tool will plot only the c Since version 3.1.0 TUFLOW Viewer will calculate mesh intersections with the plotting line an
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  • :*Layer 1: Beneath the bridge deck.
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  • = Test Case 1 - Rural Dam Break (United Kingdom)= | t = 0.5h || t = 1.5h || t = 2.5h || t = 4.0h
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  • ...e landuses within our study area. Amend the second column for Material IDs 1 (pasture), 3 (buildings) and 11 (maintained grass) as shown in the figure b ...plied. Between 0.03 to 0.1m, a Manning's n value is interpolated between 0.1 and 0.06. For all other Material IDs, the Manning’s n value specified in
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  • ...arity, however if left at zero TUFLOW will by default change this value to 1. There are a range of Flags that can be used within the 2d_bc file, also D
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  • ...liar with TUFLOW-SWMM linking, we recommend completing TUFLOW-SWMM Modules 1 and 2 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
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  • * ''GROUP BY CONTROL FILE 1''<br> Similar to "GROUP BY CONTROL FILE 1" except will treat TRD and TEF as separate control files.<Br>
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  • :* Storm duration (eg. 1,2,3,6,12, 24, 36 hours etc.) <br> :* Design storm temporal pattern (eg. Australian Rainfall and Runoff 1 to 10)<br>
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  • |uplink=[[Tutorial_M01#Results| Back to Module 1 Main Page]]
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  • ...e ESRI binary (float) version of the ASC files, their size is about 1/2 to 1/5 of an ASC file. To convert ASC to FLT, use -conv switch with our <u>[[ASC
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  • ...01_Model_Controls_SMS_Archive#Material Sets|this section]] from the module 1 tutorial to review how to do this. <li>In the ''General'' tab change the ''Timestep'' to "1.5" seconds, ''Output interval'' to "180" seconds and ''Initial Water Level'
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  • ...utorial_Module01_Archive#Reviewing_Model_Performance | discussed in Module 1 of the TUFLOW Tutorial Model]], the main watercourse channel is not very we ...ve#Advanced_-_Model_Resolution_.28Optional.29 | optional section of Module 1 of the TUFLOW Tutorial Model]], we looked at reducing the cell size to get
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  • ..._Tutorial_M01#Check_Files_and_Results_Output| Back to TUFLOW SWMM Tutorial 1]]
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  • ...sing the TUFLOW Viewer Plugin. Please return to the tutorial model, Module 1. In the next step we review the performance of the TUFLOW model (warnings,
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  • ..."background-color:#005581; font-weight:bold; color:white;" width=20%| Line 1 * Shape_Width_or_dMax less than or equal to 1.5 times the cell size - a line of whole cells are modified (a "thick" break
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  • ...r="blue"><tt>Timestep</tt></font> <font color="red"><tt>==</tt></font> <tt>1.5</tt><br> :''Tip 1: Indenting commands within your Domain block makes your code more legible.'
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  • ..."background-color:#005581; font-weight:bold; color:white;" width=20%| Line 1 * Shape_Width_or_dMax less than or equal to 1.5 times the cell size - a line of whole cells are modified (a "thick" break
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  • ...https://www.fhwa.dot.gov/engineering/hydraulics/library_arc.cfm?pub_number=1&id=5 ''Hydraulics of Bridge Waterways'' (Bradly, 1978)] or [https://austroa *The head loss (afflux) peaks when the water level is approximately 1.6*T above the bridge soffit, and decays slowly as the bridge becomes progre
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  • <li>In the '''GIS to Feature Objects Wizard, Step 1'' choose ''Material'' in the combo-box in the column labeled ''MaterialName
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  • * <u>[[TUFLOW SWMM Tutorial M01 | TUFLOW SWMM Module 1]]</u> - 1D SWMM Culverts ...ence_Manual_Volume1_Hydrology_P100NYRA.pdf SWMM5 Reference Manual - Volume 1 (Hydrology)]</u>
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  • error, message = res.LP_getData('Head',1,0.01) Returns the water level (head) data at time 1 hours using a search tolerance of 0.01 hours.
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  • ...iliar with TUFLOW SWMM linking, we recommend completing TUFLOW SWMM Module 1 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
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  • <li>'''Inlet 2d capture flag (1=has 2d connection) field:''' Name of the XPSWMM GIS layer's field that dete
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  • ...iles are ESRI binary (float) version of the ASC files, their size is about 1/5 of an ASC file. Binary files can also be processed faster by TUFLOW utili
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  • * Create a wait (e.g. start a simulation in 1 hour) ....tcf file is specified, the simulation stops and returns an error level of 1 to the operating system.
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  • Since version 3.1.0, TUFLOW Viewer will calculate mesh intersections with the plotting line a ...tions''' in '''Settings >> Options >> Check / Debug'''. Prior to version 3.1.0, TUFLOW Viewer used a sampling distance which can be set in the options.<
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  • | rowspan=1|2016-03-AD | rowspan=1|2013-12-AA
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  • ...iliar with TUFLOW SWMM linking, we recommend completing TUFLOW SWMM Module 1 prior to starting this tutorial. <br> ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
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  • ...llenge 1, please see the <u>[[FMA Challenge 1 (1D-2D linked)|FMA Challenge 1]]</u> page. *General 2D modelling - <u>[[Tutorial_M01|Tutorial Module 1]]</u>
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  • |<1.0 |<1.0
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  • =====Initial Losses For Durations Less Than 1 Hour===== ...selects the method for determining intial loss values for events less than 1 hr in duration:
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  • ...ted to use the inspected Zpts. Please return to the tutorial model module 1 page where the next step is to [[Module1_test_Archive#Define_Preliminary_Ac
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  • ...are not already familiar with TUFLOW, we recommend first completing Module 1 and 2 of the <u>[[Tutorial_Introduction | "TUFLOW Only" Tutorials]]</u> to ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
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  • |Intel(R) Core(TM) i7-6700K CPU @ 4.80GHz||4.8||64||2667||14.9||136.1|| N/A ||151.0||RLO2 ...Core(TM) i7-6700K CPU @ 4.70GHz ||4.7||64||2500||15.2||138.9|| N/A ||154.1||RLO
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  • A 'healthy' model will usually report up to 1% mass error. Higher mass error is an indication the solution is not converg ...reached by 20%. The timestep will not be repeated with Nc, Nu smaller than 1.2 and Nd smaller than 0.36. <br>
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  • ...are not already familiar with TUFLOW, we recommend first completing Module 1 and 2 of the <u>[[Tutorial_Introduction | "TUFLOW Only" Tutorials]]</u> to ...ent to '''2d_bc_M01_00''2''_L'''. Change the name back to '''2d_bc_M01_00''1''_L'''.
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  • UseBroadcast=1
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  • * PREDICTOR=1/2 - Compression predictor. Supported options are none [1] and horizontal differencing [2]. Default - 2. * PREDICTOR=1/2 - Compression predictor. Supported options are none [1] and horizontal differencing [2]. Default - 2.
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  • ** TUFLOW Classic - timestep should be between 1/2 to 1/5 seconds of the cell size in metres. Some models perform well at the highe
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  • {| Border ="1" cellpadding="8" style="text-align:center"
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  • ...g to too many 2D cells can also cause issues. In this case FC04.1_C is 3 x 1.2 diameter circular culverts. Collectively, the culvert bank width is 3.6m. ..._Tutorial_M01#Check_Files_and_Results_Output| Back to TUFLOW SWMM Tutorial 1]]
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  • ...as per [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial Module 1]] ...in the [[Flood_Modeller_Tutorial_Module01 | Flood Modeller Tutorial Module 1]] page. If the simulation fails to start, please refer to the troubleshooti
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  • :::* Area of ponding: 1 ...https://docs.tuflow.com/classic-hpc/release/2023-03-AD/SWMM-Input-Detailed-1.html#tab:tab-SWMM-Input-Junctions TUFLOW 2023-03-AD Release Notes (Table A.
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  • ...g interval along plotting lines (e.g. along a cross-section line). Since 3.1.0 TUFLOW Viewer will calculate mesh intersections with the plotting line an <li> '''Label Field Index''' - sets the index (starting at index 1) of the attribute field used for the plot legend when plotting from an exis
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  • ...0.01 into the b attribute (this is a slope in metres per metre, this is a 1% water surface slope.</li>
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  • ...ted to use the inspected Zpts. Please return to the tutorial model module 1 page where the next step is to [[Module1_test#Define_Preliminary_Active_and
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  • ...levels of nesting, so your smallest cell size can be (1/2)<sup>8</sup>, or 1/256, of your base cell size.<br> ...><tt>Map Output Data Types</tt></font> ). Flow close to a Froude number of 1 is always likely to be jumpy as so much energy is hidden in the velocity of
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  • <li><tt>res_to_res.exe -dur0.1 -typeD results.xmdf</tt></li> ...results file containing the depth outputs between 1.0 and 2.5 hours. Both 1 and 2.5 hour outputs are included.
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  • ...We suggest you get familiar with the document by reading through Chapters 1 and 2 to get you started.
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  • ..., we will import a check file created when the model was run during module 1. In MapInfo import the grid check file "M01_5m_002_grd_check.MIF" from file
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  • :*<u>[[Tutorial_M01 | Module 1]]</u> - 2D Base Model
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  • ...simulation time because the model timestep is typically in the order of 0.1~10 seconds. This might cause issues in reading and outputting boundary data Where k is the viscosity coefficient in Pa.s when ''n'' = 1. Where ''n''=1, this relates to a Newtonian fluid. You can then use an appropriate value
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  • '''TABLE 1: convert_to_ts1 Options (Switches)'''
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  • :*ArcMap (10.1 and newer) - the ArcTUFLOW Toolbox can be used to automatically create the .../tt></font> <font color="green"><tt> ! Sets all cells to a material ID of 1</tt></font><br>
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  • '''TABLE 1: 12da_to_from_GIS Options (Switches)'''
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  • ...s demonstrated in <u>[[Tutorial_M01#Project_Initialisation|Tutorial Module 1]]</u>).<br> This page of the TUFLOW Wiki provides a reference list of the t ...color="red"><tt>==</tt></font> || Used to set the code status of a cell (1 = active or 0 = inactive).
    16 KB (2,556 words) - 02:22, 16 March 2024
  • ...ls, we will open a check file created when the model was run during module 1. In ArcMap open the grid check file '''"M01_5m_002_grd_check_R.shp"''' fro
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  • ...onventional road surface. Other values are given in the following '''Table 1'''. (For more details, please see Section: 5, Table 5.3N of the [https://ww '''Table 1:''' Values of Manning's ''n''
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  • * Height = 1.2m ...nce for faster flows associated with different flood events, a timestep of 1 second may be appropriate.
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  • [[File:Setting Runner 1.jpg|550px|]]<br> * Option 1 - Three configurations where two have a GPU, 12 threads, and 0 threads rese
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  • :*Event Magnitudes: 5% AEP, 2% AEP and 1% AEP
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  • ...ge Recurrence Interval (ARI) event being modelled. The cut area will have 1 m removed from the existing ground surface to increase the conveyance in th ...y was described in <u>[[Tutorial_Module01_Archive#Viewing_Results | Module 1]]</u>. There is also a separate page discussing the [[TUFLOW_to_GIS | TUFL
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  • *An absolute amount, for example, maximum increase in water level of 0.1 m. ...sets a limit using a more extreme event. For example, an increase in the 1% AEP level must not exceed the 0.5% AEP level.
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  • ...ls, we will open a check file created when the model was run during module 1. In QGIS open the grid check file '''"M01_5m_002_grd_check_R.shp"''' from
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  • <li> '''Input DEM''' - input raster. Currently only 1 input is supported, so if you are using tiled rasters datasets, they would
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  • {| Border ="1" cellpadding="8" style="text-align:center"
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  • <li>Repeat the update process to update the ''AT_NODES'' to 1 (for true). This tells TUFLOW to automatically calculate the storage at th
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  • | Number_of || 1 ...nominated full flow area in m<sup>2</sup> and flow width in m. Section 4.5.1.2 of the 2010 TUFLOW Manual provides further information on the Pit Inlet D
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  • | Number_of || 1 ...nominated full flow area in m<sup>2</sup> and flow width in m. Section 4.5.1.2 of the 2010 TUFLOW Manual provides further information on the Pit Inlet D
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  • ...geometry in this run so the latest version is the one we created in module 1. ...''. Please refer to <u>[[Tutorial_Module01_Archive#Run_Simulation | Module 1]]</u> for a detailed description of the various methods for running a TUFLO
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  • | Number_of || 1 ...nominated full flow area in m<sup>2</sup> and flow width in m. Section 4.5.1.2 of the 2010 TUFLOW Manual provides further information on the Pit Inlet D
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  • '''TABLE 1: 12da_to_from_GIS Options (Switches)'''
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  • <li>[[Manhole_Simple_Loss_Example#Example 1: Single Incoming/Outgoing Pipe with No Incoming Angle or Drop|Single Incomi
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  • ...'' - Takes the difference between 2 grids. Must specify an input for "Grid 1" and "Grid 2". '''<u>[[ASC_to_ASC#Difference | More information... ]]</u>''
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  • ...''. Showing nodes was used <u>[[Tute_M01_Boundaries_MI_Archive |in module 1]]</u> to snap the external boundary.</li>
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  • *In row 1 under column named ''D'', right click and select paste. You should see the
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  • '''TABLE 1: Common File Types encountered in TUFLOW modelling'''
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  • 1. [[#Configure_TUFLOW | Configure TUFLOW (Required Initialization Step)]] <b
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  • <li><tt>dat_to_dat.exe -dur0.1 -typeD results.xmdf</tt></li> ...a new results file containing the outputs between 1.0 and 2.5 hours. Both 1 and 2.5 hour outputs are included.
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  • | Groundwater - 1 soil layer, horizontal hydraulic conductivity | rowspan="1" id="1D Open Channel / 2D Floodplain Modelling" | <b>1D Open Channel / 2D F
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  • As discussed in Module 1 (<u>[[Tutorial_Module01_Archive#Reviewing_Model_Performance |discussion her In the optional section of module 1 (<u>[[Tutorial_Module01_Archive#Advanced_-_Model_Resolution_.28Optional.29
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  • * To carry out the hydraulic computations provided Step 1 above produces no ERROR messages.
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  • ...aklines in Z Shape (2d_zsh) layers. Thick/wide breaklines raises more than 1 rows of cell centres and 2 rows of cell faces, and thus do not experience s
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  • * Height = 1.2m ...nce for faster flows associated with different flood events, a timestep of 1 second may be appropriate.
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  • <li> During Step 1 above, the '''Default Layout''' lets the user specify some items to add to
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  • *<u>[[TUFLOW_SWMM_Tutorial_M01 | TUFLOW SWMM Module 1]]</u> - 1D SWMM Culverts
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  • :''* For ArcMap 10.1 and newer users, the <u>[[TUFLOW_ArcGIS_Toolbox | ArcTUFLOW Toolbox]]</u> c ...a new file and save to the '''TUFLOW\runs''' folder. Since this is Module 1 and the model we’ll produce has a 5m grid, name the file '''M01_5m_001.tc
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  • A TUFLOW toolbox is available for ArcMap 10.1 and newer. This toolbox helps with streamlining the process of creating and |Start Model Build || 1. [[#Configure_TUFLOW | Configure TUFLOW (Required Initialization Step)]]
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  • ...''. Please refer to <u>[[Tutorial_Module01_Archive#Run_Simulation | Module 1]]</u> for a detailed description of the various methods for running a TUFLO ...Module01_Archive#Viewing_Results | Viewing Results]]</u> section of Module 1.
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  • See Table 5-1 of the <u>[https://downloads.tuflow.com/_archive/TUFLOW/Releases/2018-03/TU
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  • {| Border ="1" cellpadding="8" style="text-align:center"
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  • =Part 1 - 1D Open Channel with Culverts=
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  • '''Figure 1 Water level simulation results with SGS. Left: 2.5/5/10/20m Quadtree model. ...ped depth over a road crest from models with mesh sizes ranging from 5m to 1.25m. As can be seen, some areas don't have remapped depths despite the wate
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  • See Table 5-1 of the <u>[https://downloads.tuflow.com/_archive/TUFLOW/Releases/2018-03/TU
    15 KB (2,656 words) - 23:13, 15 August 2023
  • ...one-river-flood-study-vol-1-of-2-final Johnston River Flood Study - Volume 1] * [https://www.tweed.nsw.gov.au/files/assets/public/v/1/documents/property-and-rates/floods-and-stormwater/coastal-creeks-flood-stu
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  • {| Border ="1" cellpadding="8" style="text-align:center"
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  • ...in 1d_nwk layer becomes a Manning's ''n'' multiplier. It is usually set to 1 and could be used for calibration purposes.<br>
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  • {| Border ="1" cellpadding="8" style="text-align:center"
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  • ...l situations provided losses are being adjusted every timestep. A value of 1.0 with adjusted losses is derived from the fluid flow physics (momentum or ...ficients are typically based on a near zero approach velocity), and to use 1.0 for the exit loss coefficient. This applies to 1D culverts connected to 1
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  • ...eful of using cell sizes significantly smaller than the depth (see Section 1.4). However, as cells have been becoming finer and finer with the advent of .../2D boundary values over time. A 'healthy' model will usually report up to 1% mass error. Higher mass error is an indication the solution is not converg
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  • ...Intel(R) Core(TM) i9-13900F (32 CPUs) @ 2.0GHz ||2.0||128||4000||41.2||124.1||165.3||AW1 ...el(R) Core(TM) i9-9900K CPU @ (5.10GHz)||(5.1)||16||4000||58.2||179.9||238.1||RRB
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