FAQ and problem solving

This section will help you solve some problems or errors that may occur when using 3Di. Some issues are due to the software, these will be summarised in the section Known Issues, including a temporary solution. Errors related to input data or other user settings are usually covered by the schematisation checker. In rare cases however they might not catch a potential issue.

Limitations to model size

Maximum number of nodes

There is no hard limit to the size (number of nodes and flowlines) of a 3Di model. The number of nodes strongly affects the computational speed, especially in simulations where there is flow in the entire model domain (e.g. simulations with rain). Some rules of thumb can be given:

  • Below 100,000 nodes, no issues are to be expected and the model will generally run smoothly. If there are issues with computational speed, they are likely caused by sub-optimal choices in the schematisation of the 1D domain and/or inappropriate initial conditions.

  • Between 100,000 and 300,000 nodes, you may start to notice that the computational speed is affected by the number of nodes.

  • Between 300,000 and 500,000 nodes, the simulation will likely be slow and 3Di may run out of memory, causing the simulation to crash.

  • Above 500,000 nodes: it is strongly recommended to change the schematisation.

Some strategies that you can pursue to reduce the number of nodes are:

  • Choosing the model boundaries differently, e.g. following the hydrological watershed boundaries more precisely

  • Dividing the model up in multple smaller models

  • Choose a smaller grid_space and/or the kmax, see Global settings

  • Use fewer grid refinements (see Grid refinement and ref:grid_refinement_area), or increase their refinement level.

  • Choosing a simpler schematisation of the less important parts of the model, e.g. increase the cell size in those areas or schematise parts of the model in 1D instead of 2D. See Add 1D elements to a 2D model.

Vertical resolution

Several settings and schematisation choices control the size of the Subgrid tables. If these tables become too large, 3Di may run out of memory during the generation of the 3Di model or during the simulation. It is difficult to provide clear guidelines on this, but if you experience Internal server errors or simulation crashes with unclear reasons, this may be a cause. Have a look at the following:

  • Elevation range, i.e. the difference between the highest and the lowest pixel in the DEM. If the elevation range is very large, consider removing the highest parts of the model domain, e.g. replace them by Surfaces.

  • The table step size. If the table increments are very small and the elevation range very large, the subgrid tables may become too large.

  • The number of pixels per cell. If the grid_space or the kmax (see Global settings) values are large and the DEM pixel size is small, there will be many pixels in one cell. This will require a large number of table increments in the subgrid tables.

Maximum raster size

The maximum size of the Digital Elevation Model is 5 billion pixels. This includes NoData pixels. The other rasters will be resampled to the resolution of the DEM, so their pixel count is not relevant.

Problem solving guide

The 3Di computational core is very stable and crashing simulations are very uncommon. Most schematisation errors that result in a failure to generate a valid 3Di model, or in crashing simulations, will be caught by the schematisation checker. However, if you do run into an error or crash, there are several things you can do to resolve the issues before contacting the Service desk. The service desk will always ask you to go through these steps before your issue is taken up.

Errors during 3Di model generation

  • Run the schematisation checker. Resolve any errors reported by the checker. Also look into the warnings and info messages and try to resolve those as well, unless you are convinced that the schematisation choice for which te schematisation checker gives a warning is the correct choice for your specific use case.

  • Check if the 3Di Modeller Interface and the 3Di plugins are up to date. If this is not the case, update the 3Di plugins and run the schematisation checker again. It is recommended to re-install the 3Di Modeller Interface every year at the end of March.

  • Check if your model is not too large, see Limitations to model size

  • If the model generation failed while making the simulation template: Check your initial settings in your schematisation including initial (ground)water level raster.

Crashed simulations

Common causes for crashing simulations are noted in the list below. Please check these if you encounter crashing simulations.

  • Download the simulation logging, and check the contents of all log files. In particular:

    • flow_summary.json: large volume errors or NaN values indicate that the simulation has become numerically unstable (matrix convergence was impossible). You will probably find more information in matrix.log in this case.

    • simulation.log: if any errors are mentioned, they will probably be at/near the end of the file. But make sure to also check the rest of the file for errors or messages that may tell you more about the crash.

    • matrix.log: if there are any messages in this file, check if it is mentioned in the list of common error messages below, and follow the instructions for that error message.

  • Check if your 3Di model is up to date. The model generation will always use the latest 3Di framework, but if the 3Di model was generated a long time ago, or there was a new release after the generation of your model, your 3di Model may be outdated. Please re-generate the 3Di model to see if this resolves your issue.

  • If you were able to succesfully run simulations with a 3Di model of a earlier revision of the same schematisation, the problem is almost certainly caused by the recent changes you have made. Make sure you commit new revisions often and with a limited amount of changes per revision, so it is easier to pinpoint the exact cause of the problem. If your last commit included a larger number of changes, revert them one by one, and make a 3Di model for each undone change until you have a 3Di model that does run simulations succesfully.

  • It could be that you missed something when uploading your schematisation, when encountering a crashing simulation. You could download your schematisation and run the schematisation checker again to see if you missed any warnings.

If these suggestions did not solve your problem, you can try to run your simulation on the 3Di Live. When your model does run on 3Di Live, it could be that something is wrong with your simulation template. Check this for any weird/wrong settings and restart your simulation.

Matrix diagonal element, near zero

At one calculation point there is no storage area or the wet cross section area is near zero or even negative.

The error message indicates at which node the problem occurs. Note that the node at which the error occurs is not always the node where the schematisation problem is; in some cases it is a node near the one indicated in the error message.

The error is followed by a reference to the calculation node without any storage or link without wet cross section area. This will look something like:

Matrix diagonal element in 1D domain, near zero;nod,aii(nod)   13375  0.0000E+00

The first number (13375 in this example) refers to the calculation node on which the error occurs. To find this location:

  • load the computionational grid in the 3Di Modeller Interface

  • In the Layers panel, right-click the Node layer > Open attribute table

  • In the bottom left, click Show all features > Field filter > id

  • Type the node id that was mentioned in the error message (13375 in this example)

  • Select the row that is shown

  • In the Attribute table’s toolbar, click Zoom map to the selected rows (Ctrl-J)

This may be caused by various reasons listed below:

  • Structure levels are below cross-section location reference levels, for instance, a culvert’s invert levels are so far below the reference levels of the adjacent channels that the entire structure is below the river bed. This causes problems when water level drop below the channel bed level; flow through the culvert has no area to flow to. Update reference or structure levels so that they match. Reference levels can be below structure invert/crest levels.

  • A lateral inflow from laterals or an inflow surface is connected to a calculation node without storage, f.i. an pump end node or boundary node. Remove laterals or inflow from these nodes. Note that the storage of a calculation node is the connection node’s storage area plus the half of the storage of the adjacent channels, pipes, or culverts, see Storage in the 1D domain.

  • A branch of the 1D network ends with a weir or orifice (which do by definition not have storage), and the last connection node of that branch has a storage area of 0 and no boundary condition. The simulation will crash as soon as this node gets wet, either due to the initial water level, or due to water flowing towards the node.

ERROR - F - Impossible line connection at calculation node: 729

This error may occur when using embedded in combination with structures. Make sure no structure is placed entirely inside a 2D computational cell. You can only check this when you have a copy of the 2D computational grid. You can obtain this by making a purely 2D model of your DEM and grid refinement of try making one using the ‘create grid’ function in the QGIS processing toolbox.

Runtime Error: NetCDF: String match to name in use

Check the aggregation NetCDF name settings, names must be unique.

Frequently Asked Questions

  • My 3Di API script doesn’t work anymore, what do I need to do?

In case this is an old script (< 2022) please check the migration workflow available here.

  • How do I edit a simulation template?

Simulation templates cannot be edited directly. In the 3Di Modeller Interface, start a new simulation based on the template, make the desired changes, and save the simulation as a new template. When using the 3Di API, create a new simulation from the template, make the desired edits, and create a new template from the simulation.

  • Can I change infiltration in a simulation template?

No, infiltration is part of the schematisation. You can copy a schematisation and change the infiltration file there. An explainer on schematisations and simulation templates can be found here Schematisations, Models & Simulations

  • Why is the name of my simulation template ‘default’?

The name is being read from the v2_global_settings table in the ‘name’ column. If that happens to be ‘default’, then that is the name of your simulation template.

  • What happens if I add an extra entry in the v2_global_settings table?

Extra entries will be ignored.

  • I have a variant of my schematisation that I like to test, what is the best way of doing so?

Copy/clone the schematisation, make your changes and upload it as a new schematisation.

  • My model shows unstable behaviour, what can I do to avoid this?

First of all, instability is not common within 3Di, but certain settings or modelling choices can cause problems for the solver.

We have these tips:

  1. Make sure you have fixed all errors and warnings that the Schematisation checker gives.

  2. Decrease your calculation time step (background information: courant number)

  3. Temporarily decrease your output time step . This makes it easier to analyse what goes wrong

  4. Check if there are pump stations that are pumping to another 1D-node within the same 2D-computational cell

  5. Put the ‘pump_implicit_ratio’ in the numerical settings to 1. This makes sure that the model calculates smoothly for pump stations (see Settings for matrix solvers –> pump_implicit_ratio)

Known issues

3Di Modeller Interface

3Di Modeller Interface keeps freezing at every click

  • In some cases, the 3Di Modeller Interface becomes very slow to respond to everything. This is usually caused by a known QGIS issue with the Browser panel. It occurs when QGIS cannot connect to all network drives. To resolve it, hide all network drives from the browser panel, as shown in the figure below.

How to hide network drives from the Browser panel

Interflow in the Water balance tool

The Water Balance tool does not support interflow yet. If your simulation includes interflow, the water balance may not be complete

Changing the 3Di Working Directory

The 3Di working directory can be changed as follows:

Via the 3Di Models & Simulations plugin settings (see below).

Open the settings of 3Di Models and Simulations
Change the working directory of 3Di Models and Simulations

3Di Modeller Interface in other languages than English

The 3Di Modeller Interface can be used in other languages than English. What matters is that the numbers notation is set to English. There is a bug in QGIS with scientific notations and Dutch number notations which can cause unexpected behaviour. This may also apply to number locations in other locales. Please go to Settings > Options > General and set Locale (numbers, date and currency formats) to en_GB.

SSLError (HTTPSConnectionPool(host=’api.3di.live’, port=443): Max retries exceeded with url …)

In some cases the 3Di Models and Simulations plugin (part of the 3Di Modeller Interface) can give a generic SSLError on a Windows system (see figure below). To solve this issue, please contact your organisation’s system administrator. Instructions for your system administrator on how to solve this problem are given below the figure:

Error: HTTPSConnectionPool(host='api.3di.live', port=443): Max retries exceeded with url: /v3/auth/token/ (Caused by SSLError(1, 'A failure in the SSL Library occurred (_ssl.c:1129)')))
Screenshot of the error

This error is resulting from a combination of how the plugin validates SSL/TLS certificates and how Windows expects that to happen. We are using Let’s Encrypt as our certificate supplier for most of our 3Di webservices. In September 2021 their root certificate ‘DST Root CA X3’ expired and was replaced by the ‘ISRG Root X1’ certificate. All of the Let’s Encrypt domain name certificates are issued by Intermediate Certificate ‘R3’. There are some cases where this Intermediate Certificate is still issued by ‘DST Root CA X3’, and this can create issues.

To solve this, please open a Microsoft Management Console (mmc.exe) and add the Certificates Snap-In for the user.

MMC Certificates Snap-In

Open the “Intermediate Certification Authorities” and then the “Certificates” folder. Find the ‘R3’ Intermdiate Certificate, and check who the issuer is. If this is only ‘DST Root CA X3’, please remove it and visit https://api.3di.live/v3 with a browser.

Please contact our Service desk after this fix is applied and are still receiving the error message.

3Di Live

  • If a raster has a nodatavalue of 3.4028234663852886e+38 will not be visible in 3Di Live. Setting it to -9999 will solve the issue. This can be done using QGIS tooling or the following GDAL command: gdalwarp -of GTiff -srcnodata 3.4028234663852886e+38 -dstnodata -9999 -co "COMPRESS=DEFLATE" dem1.tif dem2.tif

  • In rare cases the waterdepth interpolation in 3Di Live may show unexpected behaviour; it shows triangular patterns. These deviations are only visual, so the results are still correctly.

3Di Management

I can’t find the 3Di Model I am looking for

Please check the following:

  • Do you have access to the organisation to which the 3Di model belongs

  • Does the schematisation have a 3Di model? Someone may have deleted it, in which case you need to regenerate it. Go to management.3di.live, search for your schematisation and check out the details page.

List of checks run by the schematisation checker on the schematisation

These are the checks performed by the schematisation checker. The checks are listed in the order in which they are run. The beta checks are for testing purposes only, and not performed in normal usage.

Table 62 Executed checks

Check number

Check level

Check message

0001

Error

v2_1d_boundary_conditions.connection_node_id refers to a non-existing v2_connection_nodes

0001

Error

v2_1d_lateral.connection_node_id refers to a non-existing v2_connection_nodes

0001

Error

v2_aggregation_settings.global_settings_id refers to a non-existing v2_global_settings

0001

Error

v2_channel.connection_node_end_id refers to a non-existing v2_connection_nodes

0001

Error

v2_channel.connection_node_start_id refers to a non-existing v2_connection_nodes

0001

Error

v2_control.control_group_id refers to a non-existing v2_control_group

0001

Error

v2_control.measure_group_id refers to a non-existing v2_control_measure_group

0001

Error

v2_control_measure_map.measure_group_id refers to a non-existing v2_control_measure_group

0001

Error

v2_cross_section_location.channel_id refers to a non-existing v2_channel

0001

Error

v2_cross_section_location.definition_id refers to a non-existing v2_cross_section_definition

0001

Error

v2_culvert.connection_node_end_id refers to a non-existing v2_connection_nodes

0001

Error

v2_culvert.connection_node_start_id refers to a non-existing v2_connection_nodes

0001

Error

v2_culvert.cross_section_definition_id refers to a non-existing v2_cross_section_definition

0001

Error

v2_exchange_line.channel_id refers to a non-existing v2_channel

0001

Error

v2_global_settings.control_group_id refers to a non-existing v2_control_group

0001

Error

v2_global_settings.groundwater_settings_id refers to a non-existing v2_groundwater

0001

Error

v2_global_settings.interflow_settings_id refers to a non-existing v2_interflow

0001

Error

v2_global_settings.numerical_settings_id refers to a non-existing v2_numerical_settings

0001

Error

v2_global_settings.simple_infiltration_settings_id refers to a non-existing v2_simple_infiltration

0001

Error

v2_global_settings.vegetation_drag_settings_id refers to a non-existing v2_vegetation_drag

0001

Error

v2_impervious_surface_map.connection_node_id refers to a non-existing v2_connection_nodes

0001

Error

v2_impervious_surface_map.impervious_surface_id refers to a non-existing v2_impervious_surface

0001

Error

v2_manhole.connection_node_id refers to a non-existing v2_connection_nodes

0001

Error

v2_orifice.connection_node_end_id refers to a non-existing v2_connection_nodes

0001

Error

v2_orifice.connection_node_start_id refers to a non-existing v2_connection_nodes

0001

Error

v2_orifice.cross_section_definition_id refers to a non-existing v2_cross_section_definition

0001

Error

v2_pipe.connection_node_end_id refers to a non-existing v2_connection_nodes

0001

Error

v2_pipe.connection_node_start_id refers to a non-existing v2_connection_nodes

0001

Error

v2_pipe.cross_section_definition_id refers to a non-existing v2_cross_section_definition

0001

Error

v2_potential_breach.channel_id refers to a non-existing v2_channel

0001

Error

v2_pumpstation.connection_node_end_id refers to a non-existing v2_connection_nodes

0001

Error

v2_pumpstation.connection_node_start_id refers to a non-existing v2_connection_nodes

0001

Error

v2_surface.surface_parameters_id refers to a non-existing v2_surface_parameters

0001

Error

v2_surface_map.connection_node_id refers to a non-existing v2_connection_nodes

0001

Error

v2_weir.connection_node_end_id refers to a non-existing v2_connection_nodes

0001

Error

v2_weir.connection_node_start_id refers to a non-existing v2_connection_nodes

0001

Error

v2_weir.cross_section_definition_id refers to a non-existing v2_cross_section_definition

0001

Error

v2_windshielding.channel_id refers to a non-existing v2_channel

0002

Error

v2_1d_boundary_conditions.connection_node_id should be unique

0002

Error

v2_1d_boundary_conditions.id should be unique

0002

Error

v2_1d_lateral.id should be unique

0002

Error

v2_2d_boundary_conditions.id should be unique

0002

Error

v2_2d_lateral.id should be unique

0002

Error

v2_aggregation_settings.id should be unique

0002

Error

v2_channel.id should be unique

0002

Error

v2_connection_nodes.id should be unique

0002

Error

v2_control.id should be unique

0002

Error

v2_control_delta.id should be unique

0002

Error

v2_control_group.id should be unique

0002

Error

v2_control_measure_group.id should be unique

0002

Error

v2_control_measure_map.id should be unique

0002

Error

v2_control_memory.id should be unique

0002

Error

v2_control_pid.id should be unique

0002

Error

v2_control_table.id should be unique

0002

Error

v2_control_timed.id should be unique

0002

Error

v2_cross_section_definition.id should be unique

0002

Error

v2_cross_section_location.id should be unique

0002

Error

v2_culvert.id should be unique

0002

Error

v2_dem_average_area.id should be unique

0002

Error

v2_exchange_line.id should be unique

0002

Error

v2_floodfill.id should be unique

0002

Error

v2_global_settings.id should be unique

0002

Error

v2_grid_refinement.id should be unique

0002

Error

v2_grid_refinement_area.id should be unique

0002

Error

v2_groundwater.id should be unique

0002

Error

v2_impervious_surface.id should be unique

0002

Error

v2_impervious_surface_map.id should be unique

0002

Error

v2_interflow.id should be unique

0002

Error

v2_manhole.connection_node_id should be unique

0002

Error

v2_manhole.id should be unique

0002

Error

v2_numerical_settings.id should be unique

0002

Error

v2_obstacle.id should be unique

0002

Error

v2_orifice.id should be unique

0002

Error

v2_pipe.id should be unique

0002

Error

v2_potential_breach.id should be unique

0002

Error

v2_pumpstation.id should be unique

0002

Error

v2_simple_infiltration.id should be unique

0002

Error

v2_surface.id should be unique

0002

Error

v2_surface_map.id should be unique

0002

Error

v2_surface_parameters.id should be unique

0002

Error

v2_vegetation_drag.id should be unique

0002

Error

v2_weir.id should be unique

0002

Error

v2_windshielding.id should be unique

0003

Error

v2_1d_boundary_conditions.boundary_type cannot be null

0003

Error

v2_1d_boundary_conditions.connection_node_id cannot be null

0003

Error

v2_1d_boundary_conditions.id cannot be null

0003

Error

v2_1d_boundary_conditions.timeseries cannot be null

0003

Error

v2_1d_lateral.connection_node_id cannot be null

0003

Error

v2_1d_lateral.id cannot be null

0003

Error

v2_1d_lateral.timeseries cannot be null

0003

Error

v2_2d_boundary_conditions.boundary_type cannot be null

0003

Error

v2_2d_boundary_conditions.id cannot be null

0003

Error

v2_2d_boundary_conditions.the_geom cannot be null

0003

Error

v2_2d_boundary_conditions.timeseries cannot be null

0003

Error

v2_2d_lateral.id cannot be null

0003

Error

v2_2d_lateral.the_geom cannot be null

0003

Error

v2_2d_lateral.timeseries cannot be null

0003

Error

v2_2d_lateral.type cannot be null

0003

Error

v2_aggregation_settings.aggregation_method cannot be null

0003

Error

v2_aggregation_settings.flow_variable cannot be null

0003

Error

v2_aggregation_settings.id cannot be null

0003

Error

v2_aggregation_settings.timestep cannot be null

0003

Error

v2_aggregation_settings.var_name cannot be null

0003

Error

v2_channel.calculation_type cannot be null

0003

Error

v2_channel.connection_node_end_id cannot be null

0003

Error

v2_channel.connection_node_start_id cannot be null

0003

Error

v2_channel.id cannot be null

0003

Error

v2_channel.the_geom cannot be null

0003

Error

v2_connection_nodes.id cannot be null

0003

Error

v2_connection_nodes.the_geom cannot be null

0003

Error

v2_control.control_type cannot be null

0003

Error

v2_control.id cannot be null

0003

Error

v2_control_delta.id cannot be null

0003

Error

v2_control_group.id cannot be null

0003

Error

v2_control_measure_group.id cannot be null

0003

Error

v2_control_measure_map.id cannot be null

0003

Error

v2_control_measure_map.object_id cannot be null

0003

Error

v2_control_measure_map.object_type cannot be null

0003

Error

v2_control_measure_map.weight cannot be null

0003

Error

v2_control_memory.action_type cannot be null

0003

Error

v2_control_memory.action_value cannot be null

0003

Error

v2_control_memory.id cannot be null

0003

Error

v2_control_memory.measure_variable cannot be null

0003

Error

v2_control_memory.target_id cannot be null

0003

Error

v2_control_memory.target_type cannot be null

0003

Error

v2_control_pid.id cannot be null

0003

Error

v2_control_table.action_table cannot be null

0003

Error

v2_control_table.action_type cannot be null

0003

Error

v2_control_table.id cannot be null

0003

Error

v2_control_table.measure_variable cannot be null

0003

Error

v2_control_table.target_id cannot be null

0003

Error

v2_control_table.target_type cannot be null

0003

Error

v2_control_timed.action_table cannot be null

0003

Error

v2_control_timed.action_type cannot be null

0003

Error

v2_control_timed.id cannot be null

0003

Error

v2_control_timed.target_id cannot be null

0003

Error

v2_control_timed.target_type cannot be null

0003

Error

v2_cross_section_definition.id cannot be null

0003

Error

v2_cross_section_location.channel_id cannot be null

0003

Error

v2_cross_section_location.definition_id cannot be null

0003

Error

v2_cross_section_location.friction_type cannot be null

0003

Error

v2_cross_section_location.id cannot be null

0003

Error

v2_cross_section_location.reference_level cannot be null

0003

Error

v2_cross_section_location.the_geom cannot be null

0003

Error

v2_culvert.connection_node_end_id cannot be null

0003

Error

v2_culvert.connection_node_start_id cannot be null

0003

Error

v2_culvert.cross_section_definition_id cannot be null

0003

Error

v2_culvert.friction_type cannot be null

0003

Error

v2_culvert.friction_value cannot be null

0003

Error

v2_culvert.id cannot be null

0003

Error

v2_culvert.invert_level_end_point cannot be null

0003

Error

v2_culvert.invert_level_start_point cannot be null

0003

Error

v2_dem_average_area.id cannot be null

0003

Error

v2_dem_average_area.the_geom cannot be null

0003

Error

v2_exchange_line.channel_id cannot be null

0003

Error

v2_exchange_line.id cannot be null

0003

Error

v2_exchange_line.the_geom cannot be null

0003

Error

v2_floodfill.id cannot be null

0003

Error

v2_global_settings.advection_1d cannot be null

0003

Error

v2_global_settings.advection_2d cannot be null

0003

Error

v2_global_settings.dem_obstacle_detection cannot be null

0003

Error

v2_global_settings.dist_calc_points cannot be null

0003

Error

v2_global_settings.flooding_threshold cannot be null

0003

Error

v2_global_settings.frict_avg cannot be null

0003

Error

v2_global_settings.frict_coef cannot be null

0003

Error

v2_global_settings.frict_type cannot be null

0003

Error

v2_global_settings.grid_space cannot be null

0003

Error

v2_global_settings.id cannot be null

0003

Error

v2_global_settings.initial_waterlevel cannot be null

0003

Error

v2_global_settings.kmax cannot be null

0003

Error

v2_global_settings.minimum_sim_time_step cannot be null

0003

Error

v2_global_settings.numerical_settings_id cannot be null

0003

Error

v2_global_settings.output_time_step cannot be null

0003

Error

v2_global_settings.sim_time_step cannot be null

0003

Error

v2_global_settings.table_step_size cannot be null

0003

Error

v2_global_settings.timestep_plus cannot be null

0003

Error

v2_global_settings.use_0d_inflow cannot be null

0003

Error

v2_global_settings.use_1d_flow cannot be null

0003

Error

v2_global_settings.use_2d_flow cannot be null

0003

Error

v2_global_settings.use_2d_rain cannot be null

0003

Error

v2_grid_refinement.id cannot be null

0003

Error

v2_grid_refinement.refinement_level cannot be null

0003

Error

v2_grid_refinement.the_geom cannot be null

0003

Error

v2_grid_refinement_area.id cannot be null

0003

Error

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v2_manhole.bottom_level cannot be null

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v2_surface_parameters.infiltration_recovery_constant cannot be null

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v2_surface_parameters.max_infiltration_capacity cannot be null

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v2_surface_parameters.outflow_delay cannot be null

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v2_surface_parameters.surface_layer_thickness cannot be null

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v2_vegetation_drag.id cannot be null

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v2_1d_boundary_conditions.boundary_type is not of type [‘integer’]

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v2_1d_lateral.timeseries is not of type [‘text’]

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v2_2d_boundary_conditions.timeseries is not of type [‘text’]

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v2_2d_lateral.the_geom is not of type [‘blob’]

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v2_2d_lateral.timeseries is not of type [‘text’]

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v2_aggregation_settings.aggregation_method is not of type [‘text’]

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v2_aggregation_settings.flow_variable is not of type [‘text’]

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v2_aggregation_settings.global_settings_id is not of type [‘integer’]

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v2_aggregation_settings.id is not of type [‘integer’]

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v2_aggregation_settings.timestep is not of type [‘integer’]

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v2_aggregation_settings.var_name is not of type [‘text’]

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v2_channel.calculation_type is not of type [‘integer’]

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v2_channel.code is not of type [‘text’]

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v2_channel.connection_node_end_id is not of type [‘integer’]

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v2_channel.connection_node_start_id is not of type [‘integer’]

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v2_channel.display_name is not of type [‘text’]

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v2_channel.dist_calc_points is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_channel.exchange_thickness is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_channel.hydraulic_conductivity_in is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_connection_nodes.code is not of type [‘text’]

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v2_connection_nodes.initial_waterlevel is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_control_pid.measure_variable is not of type [‘text’]

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v2_control_pid.target_lower_limit is not of type [‘text’]

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v2_control_table.target_id is not of type [‘integer’]

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v2_control_table.target_type is not of type [‘text’]

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v2_control_timed.action_table is not of type [‘text’]

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v2_control_timed.action_type is not of type [‘text’]

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v2_control_timed.target_id is not of type [‘integer’]

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v2_control_timed.target_type is not of type [‘text’]

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v2_cross_section_definition.code is not of type [‘text’]

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v2_cross_section_definition.friction_values is not of type [‘text’]

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v2_cross_section_definition.height is not of type [‘text’]

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v2_cross_section_definition.id is not of type [‘integer’]

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v2_cross_section_definition.shape is not of type [‘integer’]

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v2_cross_section_definition.vegetation_drag_coefficients is not of type [‘text’]

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v2_cross_section_definition.vegetation_heights is not of type [‘text’]

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v2_cross_section_definition.vegetation_stem_densities is not of type [‘text’]

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v2_cross_section_definition.vegetation_stem_diameters is not of type [‘text’]

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v2_cross_section_definition.width is not of type [‘text’]

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v2_cross_section_location.bank_level is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_cross_section_location.channel_id is not of type [‘integer’]

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v2_cross_section_location.code is not of type [‘text’]

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v2_cross_section_location.definition_id is not of type [‘integer’]

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v2_cross_section_location.friction_type is not of type [‘integer’]

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v2_cross_section_location.friction_value is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_cross_section_location.id is not of type [‘integer’]

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v2_cross_section_location.reference_level is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_cross_section_location.vegetation_drag_coefficient is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_cross_section_location.vegetation_height is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_cross_section_location.vegetation_stem_density is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_cross_section_location.vegetation_stem_diameter is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_culvert.calculation_type is not of type [‘integer’]

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v2_culvert.code is not of type [‘text’]

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v2_culvert.connection_node_end_id is not of type [‘integer’]

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v2_culvert.connection_node_start_id is not of type [‘integer’]

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v2_culvert.discharge_coefficient_negative is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_culvert.discharge_coefficient_positive is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_culvert.display_name is not of type [‘text’]

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v2_culvert.dist_calc_points is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_culvert.friction_type is not of type [‘integer’]

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v2_culvert.friction_value is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_culvert.id is not of type [‘integer’]

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v2_culvert.invert_level_end_point is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_culvert.invert_level_start_point is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_culvert.zoom_category is not of type [‘integer’]

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v2_dem_average_area.id is not of type [‘integer’]

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v2_dem_average_area.the_geom is not of type [‘blob’]

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v2_exchange_line.channel_id is not of type [‘integer’]

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v2_exchange_line.exchange_level is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_exchange_line.id is not of type [‘integer’]

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v2_exchange_line.the_geom is not of type [‘blob’]

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v2_floodfill.id is not of type [‘integer’]

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v2_floodfill.the_geom is not of type [‘blob’]

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v2_floodfill.waterlevel is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.advection_1d is not of type [‘integer’]

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v2_global_settings.advection_2d is not of type [‘integer’]

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Error

v2_global_settings.control_group_id is not of type [‘integer’]

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v2_global_settings.dem_file is not of type [‘text’]

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Error

v2_global_settings.dem_obstacle_detection is not of type [‘integer’]

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v2_global_settings.dem_obstacle_height is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_global_settings.dist_calc_points is not of type [‘integer’, ‘numeric’, ‘real’]

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Error

v2_global_settings.embedded_cutoff_threshold is not of type [‘integer’, ‘numeric’, ‘real’]

0004

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v2_global_settings.epsg_code is not of type [‘integer’]

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v2_global_settings.flooding_threshold is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.frict_avg is not of type [‘integer’]

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v2_global_settings.frict_coef is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.frict_coef_file is not of type [‘text’]

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v2_global_settings.frict_type is not of type [‘integer’]

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v2_global_settings.grid_space is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.groundwater_settings_id is not of type [‘integer’]

0004

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v2_global_settings.guess_dams is not of type [‘integer’]

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v2_global_settings.id is not of type [‘integer’]

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v2_global_settings.initial_groundwater_level is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.initial_groundwater_level_file is not of type [‘text’]

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v2_global_settings.initial_groundwater_level_type is not of type [‘integer’]

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v2_global_settings.initial_waterlevel is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.initial_waterlevel_file is not of type [‘text’]

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v2_global_settings.interception_file is not of type [‘text’]

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v2_global_settings.interception_global is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.interflow_settings_id is not of type [‘integer’]

0004

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v2_global_settings.kmax is not of type [‘integer’]

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v2_global_settings.manhole_storage_area is not of type [‘integer’, ‘numeric’, ‘real’]

0004

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v2_global_settings.max_angle_1d_advection is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_global_settings.maximum_sim_time_step is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.maximum_table_step_size is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.minimum_sim_time_step is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.name is not of type [‘text’]

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v2_global_settings.nr_timesteps is not of type [‘integer’]

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v2_global_settings.numerical_settings_id is not of type [‘integer’]

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v2_global_settings.output_time_step is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.sim_time_step is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.simple_infiltration_settings_id is not of type [‘integer’]

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v2_global_settings.start_date is not of type [‘text’]

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v2_global_settings.start_time is not of type [‘text’]

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v2_global_settings.table_step_size is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.table_step_size_1d is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_global_settings.timestep_plus is not of type [‘integer’]

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v2_global_settings.use_0d_inflow is not of type [‘integer’]

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v2_global_settings.use_1d_flow is not of type [‘integer’]

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v2_global_settings.use_2d_flow is not of type [‘integer’]

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v2_global_settings.use_2d_rain is not of type [‘integer’]

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v2_global_settings.vegetation_drag_settings_id is not of type [‘integer’]

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v2_global_settings.water_level_ini_type is not of type [‘integer’]

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v2_global_settings.wind_shielding_file is not of type [‘text’]

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v2_grid_refinement.code is not of type [‘text’]

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v2_grid_refinement.display_name is not of type [‘text’]

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v2_grid_refinement.id is not of type [‘integer’]

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v2_grid_refinement.refinement_level is not of type [‘integer’]

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v2_grid_refinement_area.code is not of type [‘text’]

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v2_grid_refinement_area.display_name is not of type [‘text’]

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v2_grid_refinement_area.id is not of type [‘integer’]

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v2_grid_refinement_area.refinement_level is not of type [‘integer’]

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v2_grid_refinement_area.the_geom is not of type [‘blob’]

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v2_groundwater.display_name is not of type [‘text’]

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v2_groundwater.equilibrium_infiltration_rate is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_groundwater.equilibrium_infiltration_rate_file is not of type [‘text’]

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v2_groundwater.equilibrium_infiltration_rate_type is not of type [‘integer’]

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v2_groundwater.groundwater_hydro_connectivity is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_groundwater.groundwater_hydro_connectivity_file is not of type [‘text’]

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v2_groundwater.groundwater_hydro_connectivity_type is not of type [‘integer’]

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v2_groundwater.groundwater_impervious_layer_level is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_groundwater.groundwater_impervious_layer_level_file is not of type [‘text’]

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v2_groundwater.groundwater_impervious_layer_level_type is not of type [‘integer’]

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v2_groundwater.id is not of type [‘integer’]

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v2_groundwater.infiltration_decay_period is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_groundwater.infiltration_decay_period_file is not of type [‘text’]

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v2_groundwater.infiltration_decay_period_type is not of type [‘integer’]

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v2_groundwater.initial_infiltration_rate is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_groundwater.initial_infiltration_rate_file is not of type [‘text’]

0004

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v2_groundwater.initial_infiltration_rate_type is not of type [‘integer’]

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v2_groundwater.leakage is not of type [‘integer’, ‘numeric’, ‘real’]

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v2_groundwater.leakage_file is not of type [‘text’]

0004

Error

v2_groundwater.phreatic_storage_capacity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_groundwater.phreatic_storage_capacity_file is not of type [‘text’]

0004

Error

v2_groundwater.phreatic_storage_capacity_type is not of type [‘integer’]

0004

Error

v2_impervious_surface.area is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_impervious_surface.code is not of type [‘text’]

0004

Error

v2_impervious_surface.display_name is not of type [‘text’]

0004

Error

v2_impervious_surface.dry_weather_flow is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_impervious_surface.id is not of type [‘integer’]

0004

Error

v2_impervious_surface.nr_of_inhabitants is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_impervious_surface.surface_class is not of type [‘text’]

0004

Error

v2_impervious_surface.surface_inclination is not of type [‘text’]

0004

Error

v2_impervious_surface.surface_sub_class is not of type [‘text’]

0004

Error

v2_impervious_surface.the_geom is not of type [‘blob’]

0004

Error

v2_impervious_surface.zoom_category is not of type [‘integer’]

0004

Error

v2_impervious_surface_map.connection_node_id is not of type [‘integer’]

0004

Error

v2_impervious_surface_map.id is not of type [‘integer’]

0004

Error

v2_impervious_surface_map.impervious_surface_id is not of type [‘integer’]

0004

Error

v2_impervious_surface_map.percentage is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_interflow.display_name is not of type [‘text’]

0004

Error

v2_interflow.hydraulic_conductivity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_interflow.hydraulic_conductivity_file is not of type [‘text’]

0004

Error

v2_interflow.id is not of type [‘integer’]

0004

Error

v2_interflow.impervious_layer_elevation is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_interflow.interflow_type is not of type [‘integer’]

0004

Error

v2_interflow.porosity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_interflow.porosity_file is not of type [‘text’]

0004

Error

v2_interflow.porosity_layer_thickness is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.bottom_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.calculation_type is not of type [‘integer’]

0004

Error

v2_manhole.code is not of type [‘text’]

0004

Error

v2_manhole.connection_node_id is not of type [‘integer’]

0004

Error

v2_manhole.display_name is not of type [‘text’]

0004

Error

v2_manhole.drain_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.exchange_thickness is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.hydraulic_conductivity_in is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.hydraulic_conductivity_out is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.id is not of type [‘integer’]

0004

Error

v2_manhole.length is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.manhole_indicator is not of type [‘integer’]

0004

Error

v2_manhole.sediment_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.shape is not of type [‘text’]

0004

Error

v2_manhole.surface_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.width is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_manhole.zoom_category is not of type [‘integer’]

0004

Error

v2_numerical_settings.cfl_strictness_factor_1d is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.cfl_strictness_factor_2d is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.convergence_cg is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.convergence_eps is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.flow_direction_threshold is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.frict_shallow_water_correction is not of type [‘integer’]

0004

Error

v2_numerical_settings.general_numerical_threshold is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.id is not of type [‘integer’]

0004

Error

v2_numerical_settings.integration_method is not of type [‘integer’]

0004

Error

v2_numerical_settings.limiter_grad_1d is not of type [‘integer’]

0004

Error

v2_numerical_settings.limiter_grad_2d is not of type [‘integer’]

0004

Error

v2_numerical_settings.limiter_slope_crossectional_area_2d is not of type [‘integer’]

0004

Error

v2_numerical_settings.limiter_slope_friction_2d is not of type [‘integer’]

0004

Error

v2_numerical_settings.max_degree is not of type [‘integer’]

0004

Error

v2_numerical_settings.max_nonlin_iterations is not of type [‘integer’]

0004

Error

v2_numerical_settings.minimum_friction_velocity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.minimum_surface_area is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.precon_cg is not of type [‘integer’]

0004

Error

v2_numerical_settings.preissmann_slot is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.pump_implicit_ratio is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.thin_water_layer_definition is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_numerical_settings.use_of_cg is not of type [‘integer’]

0004

Error

v2_numerical_settings.use_of_nested_newton is not of type [‘integer’]

0004

Error

v2_obstacle.code is not of type [‘text’]

0004

Error

v2_obstacle.crest_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_obstacle.id is not of type [‘integer’]

0004

Error

v2_obstacle.the_geom is not of type [‘blob’]

0004

Error

v2_orifice.code is not of type [‘text’]

0004

Error

v2_orifice.connection_node_end_id is not of type [‘integer’]

0004

Error

v2_orifice.connection_node_start_id is not of type [‘integer’]

0004

Error

v2_orifice.crest_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_orifice.crest_type is not of type [‘integer’]

0004

Error

v2_orifice.cross_section_definition_id is not of type [‘integer’]

0004

Error

v2_orifice.discharge_coefficient_negative is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_orifice.discharge_coefficient_positive is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_orifice.display_name is not of type [‘text’]

0004

Error

v2_orifice.friction_type is not of type [‘integer’]

0004

Error

v2_orifice.friction_value is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_orifice.id is not of type [‘integer’]

0004

Error

v2_orifice.sewerage is not of type [‘integer’]

0004

Error

v2_orifice.zoom_category is not of type [‘integer’]

0004

Error

v2_pipe.calculation_type is not of type [‘integer’]

0004

Error

v2_pipe.code is not of type [‘text’]

0004

Error

v2_pipe.connection_node_end_id is not of type [‘integer’]

0004

Error

v2_pipe.connection_node_start_id is not of type [‘integer’]

0004

Error

v2_pipe.cross_section_definition_id is not of type [‘integer’]

0004

Error

v2_pipe.display_name is not of type [‘text’]

0004

Error

v2_pipe.dist_calc_points is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.exchange_thickness is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.friction_type is not of type [‘integer’]

0004

Error

v2_pipe.friction_value is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.hydraulic_conductivity_in is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.hydraulic_conductivity_out is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.id is not of type [‘integer’]

0004

Error

v2_pipe.invert_level_end_point is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.invert_level_start_point is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.material is not of type [‘integer’]

0004

Error

v2_pipe.original_length is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pipe.profile_num is not of type [‘integer’]

0004

Error

v2_pipe.sewerage_type is not of type [‘integer’]

0004

Error

v2_pipe.zoom_category is not of type [‘integer’]

0004

Error

v2_potential_breach.channel_id is not of type [‘integer’]

0004

Error

v2_potential_breach.code is not of type [‘text’]

0004

Error

v2_potential_breach.display_name is not of type [‘text’]

0004

Error

v2_potential_breach.exchange_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_potential_breach.id is not of type [‘integer’]

0004

Error

v2_potential_breach.levee_material is not of type [‘integer’]

0004

Error

v2_potential_breach.maximum_breach_depth is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_potential_breach.the_geom is not of type [‘blob’]

0004

Error

v2_pumpstation.capacity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pumpstation.classification is not of type [‘integer’]

0004

Error

v2_pumpstation.code is not of type [‘text’]

0004

Error

v2_pumpstation.connection_node_end_id is not of type [‘integer’]

0004

Error

v2_pumpstation.connection_node_start_id is not of type [‘integer’]

0004

Error

v2_pumpstation.display_name is not of type [‘text’]

0004

Error

v2_pumpstation.id is not of type [‘integer’]

0004

Error

v2_pumpstation.lower_stop_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pumpstation.sewerage is not of type [‘integer’]

0004

Error

v2_pumpstation.start_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pumpstation.type is not of type [‘integer’]

0004

Error

v2_pumpstation.upper_stop_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_pumpstation.zoom_category is not of type [‘integer’]

0004

Error

v2_simple_infiltration.display_name is not of type [‘text’]

0004

Error

v2_simple_infiltration.id is not of type [‘integer’]

0004

Error

v2_simple_infiltration.infiltration_rate is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_simple_infiltration.infiltration_rate_file is not of type [‘text’]

0004

Error

v2_simple_infiltration.infiltration_surface_option is not of type [‘integer’]

0004

Error

v2_simple_infiltration.max_infiltration_capacity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_simple_infiltration.max_infiltration_capacity_file is not of type [‘text’]

0004

Error

v2_surface.area is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface.code is not of type [‘text’]

0004

Error

v2_surface.display_name is not of type [‘text’]

0004

Error

v2_surface.dry_weather_flow is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface.function is not of type [‘text’]

0004

Error

v2_surface.id is not of type [‘integer’]

0004

Error

v2_surface.nr_of_inhabitants is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface.surface_parameters_id is not of type [‘integer’]

0004

Error

v2_surface.the_geom is not of type [‘blob’]

0004

Error

v2_surface.zoom_category is not of type [‘integer’]

0004

Error

v2_surface_map.connection_node_id is not of type [‘integer’]

0004

Error

v2_surface_map.id is not of type [‘integer’]

0004

Error

v2_surface_map.percentage is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface_map.surface_id is not of type [‘integer’]

0004

Error

v2_surface_parameters.id is not of type [‘integer’]

0004

Error

v2_surface_parameters.infiltration is not of type [‘integer’]

0004

Error

v2_surface_parameters.infiltration_decay_constant is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface_parameters.infiltration_recovery_constant is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface_parameters.max_infiltration_capacity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface_parameters.min_infiltration_capacity is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface_parameters.outflow_delay is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_surface_parameters.surface_layer_thickness is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_vegetation_drag.display_name is not of type [‘text’]

0004

Error

v2_vegetation_drag.id is not of type [‘integer’]

0004

Error

v2_vegetation_drag.vegetation_drag_coefficient is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_vegetation_drag.vegetation_drag_coefficient_file is not of type [‘text’]

0004

Error

v2_vegetation_drag.vegetation_height is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_vegetation_drag.vegetation_height_file is not of type [‘text’]

0004

Error

v2_vegetation_drag.vegetation_stem_count is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_vegetation_drag.vegetation_stem_count_file is not of type [‘text’]

0004

Error

v2_vegetation_drag.vegetation_stem_diameter is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_vegetation_drag.vegetation_stem_diameter_file is not of type [‘text’]

0004

Error

v2_weir.code is not of type [‘text’]

0004

Error

v2_weir.connection_node_end_id is not of type [‘integer’]

0004

Error

v2_weir.connection_node_start_id is not of type [‘integer’]

0004

Error

v2_weir.crest_level is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_weir.crest_type is not of type [‘integer’]

0004

Error

v2_weir.cross_section_definition_id is not of type [‘integer’]

0004

Error

v2_weir.discharge_coefficient_negative is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_weir.discharge_coefficient_positive is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_weir.display_name is not of type [‘text’]

0004

Error

v2_weir.external is not of type [‘integer’]

0004

Error

v2_weir.friction_type is not of type [‘integer’]

0004

Error

v2_weir.friction_value is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_weir.id is not of type [‘integer’]

0004

Error

v2_weir.sewerage is not of type [‘integer’]

0004

Error

v2_weir.zoom_category is not of type [‘integer’]

0004

Error

v2_windshielding.channel_id is not of type [‘integer’]

0004

Error

v2_windshielding.east is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_windshielding.id is not of type [‘integer’]

0004

Error

v2_windshielding.north is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_windshielding.northeast is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_windshielding.northwest is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_windshielding.south is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_windshielding.southeast is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_windshielding.southwest is not of type [‘integer’, ‘numeric’, ‘real’]

0004

Error

v2_windshielding.the_geom is not of type [‘blob’]

0004

Error

v2_windshielding.west is not of type [‘integer’, ‘numeric’, ‘real’]

0005

Error

v2_2d_boundary_conditions.the_geom is an invalid geometry

0005

Error

v2_2d_lateral.the_geom is an invalid geometry

0005

Error

v2_channel.the_geom is an invalid geometry

0005

Error

v2_connection_nodes.the_geom is an invalid geometry

0005

Error

v2_connection_nodes.the_geom_linestring is an invalid geometry

0005

Error

v2_cross_section_location.the_geom is an invalid geometry

0005

Error

v2_culvert.the_geom is an invalid geometry

0005

Warning

v2_dem_average_area.the_geom is an invalid geometry

0005

Error

v2_exchange_line.the_geom is an invalid geometry

0005

Error

v2_floodfill.the_geom is an invalid geometry

0005

Warning

v2_grid_refinement.the_geom is an invalid geometry

0005

Warning

v2_grid_refinement_area.the_geom is an invalid geometry

0005

Warning

v2_impervious_surface.the_geom is an invalid geometry

0005

Error

v2_obstacle.the_geom is an invalid geometry

0005

Error

v2_potential_breach.the_geom is an invalid geometry

0005

Warning

v2_surface.the_geom is an invalid geometry

0005

Error

v2_windshielding.the_geom is an invalid geometry

0006

Error

v2_2d_boundary_conditions.the_geom has invalid geometry type, expected LINESTRING

0006

Error

v2_2d_lateral.the_geom has invalid geometry type, expected POINT

0006

Error

v2_channel.the_geom has invalid geometry type, expected LINESTRING

0006

Error

v2_connection_nodes.the_geom has invalid geometry type, expected POINT

0006

Error

v2_connection_nodes.the_geom_linestring has invalid geometry type, expected LINESTRING

0006

Error

v2_cross_section_location.the_geom has invalid geometry type, expected POINT

0006

Error

v2_culvert.the_geom has invalid geometry type, expected LINESTRING

0006

Error

v2_dem_average_area.the_geom has invalid geometry type, expected POLYGON

0006

Error

v2_exchange_line.the_geom has invalid geometry type, expected LINESTRING

0006

Error

v2_floodfill.the_geom has invalid geometry type, expected POINT

0006

Error

v2_grid_refinement.the_geom has invalid geometry type, expected LINESTRING

0006

Error

v2_grid_refinement_area.the_geom has invalid geometry type, expected POLYGON

0006

Error

v2_impervious_surface.the_geom has invalid geometry type, expected GEOMETRY

0006

Error

v2_obstacle.the_geom has invalid geometry type, expected LINESTRING

0006

Error

v2_potential_breach.the_geom has invalid geometry type, expected LINESTRING

0006

Error

v2_surface.the_geom has invalid geometry type, expected GEOMETRY

0006

Error

v2_windshielding.the_geom has invalid geometry type, expected POINT

0007

Error

v2_1d_boundary_conditions.boundary_type is not one of [1, 2, 3, 4, 5, 6, 7]

0007

Error

v2_2d_boundary_conditions.boundary_type is not one of [1, 2, 3, 4, 5, 6, 7]

0007

Error

v2_2d_lateral.type is not one of [1]

0007

Error

v2_aggregation_settings.aggregation_method is not one of [‘avg’, ‘cum’, ‘cum_negative’, ‘cum_positive’, ‘current’, ‘max’, ‘min’, ‘sum’]

0007

Error

v2_aggregation_settings.flow_variable is not one of [‘discharge’, ‘flow_velocity’, ‘interception’, ‘lateral_discharge’, ‘leakage’, ‘pump_discharge’, ‘rain’, ‘simple_infiltration’, ‘surface_source_sink_discharge’, ‘volume’, ‘waterlevel’, ‘wet_cross-section’, ‘wet_surface’]

0007

Error

v2_channel.calculation_type is not one of [100, 101, 102, 105]

0007

Info

v2_channel.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_control.control_type is not one of [‘memory’, ‘table’]

0007

Error

v2_control_measure_map.object_type is not one of [‘v2_connection_nodes’]

0007

Error

v2_control_memory.action_type is not one of [‘set_capacity’, ‘set_crest_level’, ‘set_discharge_coefficients’, ‘set_gate_level’, ‘set_pump_capacity’]

0007

Error

v2_control_memory.measure_variable is not one of [‘discharge’, ‘velocity’, ‘volume’, ‘waterlevel’]

0007

Error

v2_control_memory.target_type is not one of [‘v2_channel’, ‘v2_culvert’, ‘v2_orifice’, ‘v2_pipe’, ‘v2_pumpstation’, ‘v2_weir’]

0007

Error

v2_control_table.action_type is not one of [‘set_capacity’, ‘set_crest_level’, ‘set_discharge_coefficients’, ‘set_gate_level’, ‘set_pump_capacity’]

0007

Error

v2_control_table.measure_operator is not one of [‘<’, ‘<=’, ‘>’, ‘>=’]

0007

Error

v2_control_table.measure_variable is not one of [‘discharge’, ‘velocity’, ‘volume’, ‘waterlevel’]

0007

Error

v2_control_table.target_type is not one of [‘v2_channel’, ‘v2_culvert’, ‘v2_orifice’, ‘v2_pipe’, ‘v2_pumpstation’, ‘v2_weir’]

0007

Error

v2_control_timed.action_type is not one of [‘set_capacity’, ‘set_crest_level’, ‘set_discharge_coefficients’, ‘set_gate_level’, ‘set_pump_capacity’]

0007

Error

v2_control_timed.target_type is not one of [‘v2_channel’, ‘v2_culvert’, ‘v2_orifice’, ‘v2_pipe’, ‘v2_pumpstation’, ‘v2_weir’]

0007

Error

v2_cross_section_definition.shape is not one of [0, 1, 2, 3, 5, 6, 7, 8]

0007

Error

v2_cross_section_location.friction_type is not one of [1, 2, 3, 4]

0007

Error

v2_culvert.calculation_type is not one of [0, 1, 2, 100, 101, 102, 105]

0007

Error

v2_culvert.friction_type is not one of [1, 2, 3, 4]

0007

Info

v2_culvert.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_global_settings.advection_1d is not one of [0, 1]

0007

Error

v2_global_settings.advection_2d is not one of [0, 1]

0007

Error

v2_global_settings.frict_avg is not one of [0, 1]

0007

Error

v2_global_settings.frict_type is not one of [1, 2, 3, 4]

0007

Error

v2_global_settings.initial_groundwater_level_type is not one of [0, 1, 2]

0007

Error

v2_global_settings.use_0d_inflow is not one of [0, 1, 2]

0007

Error

v2_global_settings.water_level_ini_type is not one of [0, 1, 2]

0007

Error

v2_groundwater.equilibrium_infiltration_rate_type is not one of [0, 1, 2]

0007

Error

v2_groundwater.groundwater_hydro_connectivity_type is not one of [0, 1, 2]

0007

Error

v2_groundwater.groundwater_impervious_layer_level_type is not one of [0, 1, 2]

0007

Error

v2_groundwater.infiltration_decay_period_type is not one of [0, 1, 2]

0007

Error

v2_groundwater.initial_infiltration_rate_type is not one of [0, 1, 2]

0007

Error

v2_groundwater.phreatic_storage_capacity_type is not one of [0, 1, 2]

0007

Error

v2_impervious_surface.surface_class is not one of [‘gesloten verharding’, ‘half verhard’, ‘onverhard’, ‘open verharding’, ‘pand’]

0007

Error

v2_impervious_surface.surface_inclination is not one of [‘hellend’, ‘uitgestrekt’, ‘vlak’]

0007

Info

v2_impervious_surface.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_interflow.interflow_type is not one of [0, 1, 2, 3, 4]

0007

Error

v2_manhole.calculation_type is not one of [0, 1, 2]

0007

Info

v2_manhole.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_numerical_settings.frict_shallow_water_correction is not one of [0, 1, 2, 3]

0007

Error

v2_numerical_settings.integration_method is not one of [0]

0007

Error

v2_numerical_settings.limiter_grad_1d is not one of [0, 1]

0007

Error

v2_numerical_settings.limiter_grad_2d is not one of [0, 1]

0007

Error

v2_numerical_settings.limiter_slope_crossectional_area_2d is not one of [0, 1, 2, 3]

0007

Error

v2_numerical_settings.limiter_slope_friction_2d is not one of [0, 1]

0007

Error

v2_numerical_settings.precon_cg is not one of [0, 1]

0007

Error

v2_numerical_settings.use_of_nested_newton is not one of [0, 1]

0007

Error

v2_orifice.crest_type is not one of [3, 4]

0007

Error

v2_orifice.friction_type is not one of [1, 2, 3, 4]

0007

Info

v2_orifice.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_pipe.calculation_type is not one of [0, 1, 2, 3, 4]

0007

Error

v2_pipe.friction_type is not one of [1, 2, 3, 4]

0007

Info

v2_pipe.sewerage_type is not one of [0, 1, 2, 3, 4, 5, 6, 7]

0007

Info

v2_pipe.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_potential_breach.levee_material is not one of [1, 2]

0007

Error

v2_pumpstation.type is not one of [1, 2]

0007

Info

v2_pumpstation.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_simple_infiltration.infiltration_surface_option is not one of [0, 1, 2]

0007

Info

v2_surface.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0007

Error

v2_weir.crest_type is not one of [3, 4]

0007

Error

v2_weir.friction_type is not one of [1, 2, 3, 4]

0007

Info

v2_weir.zoom_category is not one of [0, 1, 2, 3, 4, 5]

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0008

Error

id must be a positive signed 32-bit integer.

0020

Error

CrossSectionLocation.friction_value cannot be null or empty

0021

Error

v2_cross_section_location.friction_value is <0

0021

Error

v2_culvert.friction_value is <0

0021

Error

v2_orifice.friction_value is <0

0021

Error

v2_pipe.friction_value is <0

0021

Error

v2_weir.friction_value is <0

0022

Warning

v2_cross_section_location.friction_value is not less than 1 while MANNING friction is selected. CHEZY friction will be used instead. In the future this will lead to an error.

0022

Warning

v2_culvert.friction_value is not less than 1 while MANNING friction is selected. CHEZY friction will be used instead. In the future this will lead to an error.

0022

Warning

v2_pipe.friction_value is not less than 1 while MANNING friction is selected. CHEZY friction will be used instead. In the future this will lead to an error.

0023

Warning

v2_orifice.friction_value is not less than 1 while MANNING friction is selected. CHEZY friction will be used instead. In the future this will lead to an error.

0023

Warning

v2_weir.friction_value is not less than 1 while MANNING friction is selected. CHEZY friction will be used instead. In the future this will lead to an error.

0024

Error

v2_orifice.friction_value cannot be null

0024

Error

v2_weir.friction_value cannot be null

0025

Error

v2_orifice.friction_type cannot be null

0025

Error

v2_weir.friction_type cannot be null

0026

Error

Friction with conveyance, such as chezy_conveyance and manning_conveyance, may only be used with v2_cross_section_location

0026

Error

Friction with conveyance, such as chezy_conveyance and manning_conveyance, may only be used with v2_cross_section_location

0026

Error

Friction with conveyance, such as chezy_conveyance and manning_conveyance, may only be used with v2_cross_section_location

0026

Error

Friction with conveyance, such as chezy_conveyance and manning_conveyance, may only be used with v2_cross_section_location

0027

Error

in v2_cross_section_location, friction with conveyance, such as chezy_conveyance and manning_conveyance, may only be used with tabulated rectangle (5), tabulated trapezium (6), or tabulated yz (7) shapes

0028

Error

v2_cross_section_location.friction_type can only have conveyance if the associated definition is an open shape, and its width is monotonically increasing

0031

Error

v2_channel.calculation_type cannot be CalculationType.EMBEDDED, CalculationType.CONNECTED or CalculationType.DOUBLE_CONNECTED when v2_global_settings.dem_file is null

0041

Error

v2_culvert.discharge_coefficient_negative is <0

0041

Error

v2_orifice.discharge_coefficient_negative is <0

0041

Error

v2_weir.discharge_coefficient_negative is <0

0042

Error

v2_culvert.discharge_coefficient_positive is <0

0042

Error

v2_orifice.discharge_coefficient_positive is <0

0042

Error

v2_weir.discharge_coefficient_positive is <0

0043

Warning

v2_channel.dist_calc_points is not greater than 0, in the future this will lead to an error

0043

Warning

v2_culvert.dist_calc_points is not greater than 0, in the future this will lead to an error

0043

Warning

v2_pipe.dist_calc_points is not greater than 0, in the future this will lead to an error

0044

Error

v2_connection_nodes.storage_area is not greater than or equal to 0

0045

Warning

v2_channel.dist_calc_points should preferably be at least 5.0 metres to prevent simulation timestep reduction.

0045

Warning

v2_culvert.dist_calc_points should preferably be at least 5.0 metres to prevent simulation timestep reduction.

0045

Warning

v2_pipe.dist_calc_points should preferably be at least 5.0 metres to prevent simulation timestep reduction.

0052

Warning

v2_cross_section_location.the_geom is invalid: the cross-section location should be located on the channel geometry (tolerance = 1.0 m)

0053

Warning

v2_cross_section_definition.id has a closed cross section definition while NumericalSettings.use_of_nested_newton is switched off. This gives convergence issues. We recommend setting use_of_nested_newton = 1.

0054

Warning

v2_cross_section_location.bank_level will be ignored if it is below the reference_level

0055

Error

v2_channel has no cross section locations

0056

Error

v2_channel.id has both open and closed cross-sections along its length. All cross-sections on a v2_channel.id object must be either open or closed.

0057

Info

v2_culvert.id has an open cross-section, which is unusual for this feature. Please make sure this is not a mistake.

0057

Info

v2_pipe.id has an open cross-section, which is unusual for this feature. Please make sure this is not a mistake.

0061

Error

v2_pumpstation.upper_stop_level should be greater than v2_pumpstation.start_level

0062

Error

v2_pumpstation.lower_stop_level should be less than v2_pumpstation.start_level

0063

Warning

v2_connection_nodes.storage_area * 1000 for each pumpstation’s end connection node must be greater than v2_pumpstation.capacity; water level should not rise >= 1 m in one second

0064

Error

v2_pumpstation.capacity is <0

0065

Warning

v2_pumpstation.capacity should be be greater than 0

0066

Warning

v2_pumpstation.capacity will empty its storage faster than one timestep, which can cause simulation instabilities

0071

Error

v2_1d_boundary_conditions cannot be connected to a pumpstation

0072

Error

1D boundary condition should be connected to exactly one object.

0073

Error

v2_2d_boundary_conditions cannot have a groundwater type when there is no groundwater hydraulic conductivity

0074

Error

v2_1d_boundary_conditions cannot have a groundwater type

0080

Error

Either v2_cross_section_location.friction_valueor v2_cross_section_definition.friction_valuesmust be defined for a CrossSectionShape.TABULATED_YZ cross section shape

0081

Error

v2_cross_section_definition.width cannot be null or empty for shapes [‘all’]

0082

Error

v2_cross_section_definition.height cannot be null or empty for shapes [0, 5, 6, 7]

0083

Error

v2_cross_section_definition.width should be a positive number for shapes [0, 1, 2, 3]

0084

Error

v2_cross_section_definition.height should be a positive number for shapes [0]

0085

Error

v2_cross_section_definition.width should be greater than zero for shapes [0, 1, 2, 3, 8]

0086

Error

v2_cross_section_definition.height should be greater than zero for shapes [0]

0087

Error

v2_cross_section_definition.friction_values should contain a space separated list of numbers for shapes [7]

0087

Error

v2_cross_section_definition.width should contain a space separated list of numbers for shapes [5, 6, 7]

0088

Error

v2_cross_section_definition.height should contain a space separated list of numbers for shapes [5, 6, 7]

0089

Error

v2_cross_section_definition width and height should an equal number of elements for shapes [5, 6, 7]

0090

Error

v2_cross_section_definition.height should be monotonically increasing for shapes [5, 6]. Maybe the width and height have been interchanged?

0091

Error

The first element of v2_cross_section_definition.width must be larger than 0 for tabulated rectangle shapes. Consider using tabulated trapezium.

0092

Warning

The first element of v2_cross_section_definition.height should equal 0 for shapes [5, 6]. Note that heights are relative to ‘reference_level’.

0094

Warning

v2_cross_section_definition.height should be null or empty for shapes [2, 3, 8]

0095

Error

v2_cross_section_definition.height for YZ profiles should include 0.0 and should not include negative values.

0096

Error

v2_cross_section_definition width and height should contain at least 3 coordinates (excluding closing coordinate) for YZ profiles

0097

Error

v2_cross_section_definition.width should be strictly increasing for open YZ profiles. Perhaps this is actually a closed profile?

0098

Warning

v2_cross_section_definition.width and/or height should probably be at least 0.1m

0102

Warning

v2_culvert.invert_level_start_point should be higher than or equal to v2_manhole.bottom_level. In the future, this will lead to an error.

0102

Warning

v2_pipe.invert_level_start_point should be higher than or equal to v2_manhole.bottom_level. In the future, this will lead to an error.

0103

Warning

v2_culvert.invert_level_end_point should be higher than or equal to v2_manhole.bottom_level. In the future, this will lead to an error.

0103

Warning

v2_pipe.invert_level_end_point should be higher than or equal to v2_manhole.bottom_level. In the future, this will lead to an error.

0104

Warning

v2_pumpstation.lower_stop_level should be higher than v2_manhole.bottom_level. In the future, this will lead to an error.

0105

Warning

v2_pumpstation.lower_stop_level should be higher than v2_manhole.bottom_level. In the future, this will lead to an error.

0106

Warning

v2_manhole.drain_level >= v2_manhole.bottom_level when v2_manhole.calculation_type is CONNECTED. In the future, this will lead to an error.

0107

Warning

v2_manhole.drain_level cannot be null when using sub-basins (v2_global_settings.manhole_storage_area > 0) and no DEM is supplied.

0108

Warning

v2_orifice.crest_level should be higher than or equal to v2_manhole.bottom_level for all the connected manholes.

0108

Warning

v2_weir.crest_level should be higher than or equal to v2_manhole.bottom_level for all the connected manholes.

0109

Info

The v2_manhole.bottom_level at the start of this v2_channel is higher than the v2_cross_section_location.reference_level closest to the manhole. This will be automatically fixed in threedigrid-builder.

0110

Info

The v2_manhole.bottom_level at the end of this v2_channel is higher than the v2_cross_section_location.reference_level closest to the manhole. This will be automatically fixed in threedigrid-builder.

0180

Error

v2_cross_section_definition.friction_values can only be used in combination with a TABULATED_YZ cross section shape

0180

Error

v2_cross_section_definition.vegetation_drag_coefficients can only be used in combination with a TABULATED_YZ cross section shape

0180

Error

v2_cross_section_definition.vegetation_heights can only be used in combination with a TABULATED_YZ cross section shape

0180

Error

v2_cross_section_definition.vegetation_stem_densities can only be used in combination with a TABULATED_YZ cross section shape

0180

Error

v2_cross_section_definition.vegetation_stem_diameters can only be used in combination with a TABULATED_YZ cross section shape

0181

Error

v2_cross_section_definition.vegetation_drag_coefficients should contain 1 value for each element; len(v2_cross_section_definition.vegetation_drag_coefficients) = len(width)-1

0181

Error

v2_cross_section_definition.vegetation_heights should contain 1 value for each element; len(v2_cross_section_definition.vegetation_heights) = len(width)-1

0181

Error

v2_cross_section_definition.vegetation_stem_densities should contain 1 value for each element; len(v2_cross_section_definition.vegetation_stem_densities) = len(width)-1

0181

Error

v2_cross_section_definition.vegetation_stem_diameters should contain 1 value for each element; len(v2_cross_section_definition.vegetation_stem_diameters) = len(width)-1

0182

Warning

Both v2_cross_section_location.vegetation_drag_coefficient and v2_cross_section_definition.vegetation_drag_coefficients defined without conveyance; v2_cross_section_location.vegetation_drag_coefficient will be used

0182

Warning

Both v2_cross_section_location.vegetation_height and v2_cross_section_definition.vegetation_heights defined without conveyance; v2_cross_section_location.vegetation_height will be used

0182

Warning

Both v2_cross_section_location.vegetation_stem_density and v2_cross_section_definition.vegetation_stem_densities defined without conveyance; v2_cross_section_location.vegetation_stem_density will be used

0182

Warning

Both v2_cross_section_location.vegetation_stem_diameter and v2_cross_section_definition.vegetation_stem_diameters defined without conveyance; v2_cross_section_location.vegetation_stem_diameter will be used

0183

Warning

Both v2_cross_section_location.vegetation_drag_coefficient and v2_cross_section_definition.vegetation_drag_coefficients defined without conveyance; v2_cross_section_definition.vegetation_drag_coefficients will be used

0183

Warning

Both v2_cross_section_location.vegetation_height and v2_cross_section_definition.vegetation_heights defined without conveyance; v2_cross_section_definition.vegetation_heights will be used

0183

Warning

Both v2_cross_section_location.vegetation_stem_density and v2_cross_section_definition.vegetation_stem_densities defined without conveyance; v2_cross_section_definition.vegetation_stem_densities will be used

0183

Warning

Both v2_cross_section_location.vegetation_stem_diameter and v2_cross_section_definition.vegetation_stem_diameters defined without conveyance; v2_cross_section_definition.vegetation_stem_diameters will be used

0184

Warning

Both v2_cross_section_definition.friction_valuesand v2_cross_section_location.friction_valueare defined for non-conveyance friction. Only v2_cross_section_location.friction_valuewill be used

0185

Warning

Both v2_cross_section_definition.friction_valuesand v2_cross_section_location.friction_valueare defined for conveyance friction. Only v2_cross_section_definition.friction_valueswill be used

0186

Error

v2_cross_section_definition.friction_values can only be used in an open channel with monotonically increasing width values

0186

Error

v2_cross_section_definition.vegetation_drag_coefficients can only be used in an open channel with monotonically increasing width values

0186

Error

v2_cross_section_definition.vegetation_heights can only be used in an open channel with monotonically increasing width values

0186

Error

v2_cross_section_definition.vegetation_stem_densities can only be used in an open channel with monotonically increasing width values

0186

Error

v2_cross_section_definition.vegetation_stem_diameters can only be used in an open channel with monotonically increasing width values

0187

Error

v2_cross_section_definition.vegetation_drag_coefficients should contain a space separated list of numbers for shapes [7]

0187

Error

v2_cross_section_definition.vegetation_heights should contain a space separated list of numbers for shapes [7]

0187

Error

v2_cross_section_definition.vegetation_stem_densities should contain a space separated list of numbers for shapes [7]

0187

Error

v2_cross_section_definition.vegetation_stem_diameters should contain a space separated list of numbers for shapes [7]

0188

Error

some values in v2_cross_section_definition.friction_values are < 0 and/or >= 1

0189

Error

some values in v2_cross_section_definition.friction_values are < 0

0190

Error

v2_cross_section_location.vegetation_drag_coefficient is <0

0190

Error

v2_cross_section_location.vegetation_height is <0

0190

Error

v2_cross_section_location.vegetation_stem_density is <0

0190

Error

v2_cross_section_location.vegetation_stem_diameter is <0

0191

Error

some values in v2_cross_section_definition.vegetation_drag_coefficients are < 0

0191

Error

some values in v2_cross_section_definition.vegetation_heights are < 0

0191

Error

some values in v2_cross_section_definition.vegetation_stem_densities are < 0

0191

Error

some values in v2_cross_section_definition.vegetation_stem_diameters are < 0

0192

Error

v2_cross_section_location.vegetation_drag_coefficient cannot be used with Manning type friction

0192

Error

v2_cross_section_location.vegetation_height cannot be used with Manning type friction

0192

Error

v2_cross_section_location.vegetation_stem_density cannot be used with Manning type friction

0192

Error

v2_cross_section_location.vegetation_stem_diameter cannot be used with Manning type friction

0193

Error

v2_cross_section_definition.vegetation_drag_coefficients cannot be used with MANNING type friction

0193

Error

v2_cross_section_definition.vegetation_heights cannot be used with MANNING type friction

0193

Error

v2_cross_section_definition.vegetation_stem_densities cannot be used with MANNING type friction

0193

Error

v2_cross_section_definition.vegetation_stem_diameters cannot be used with MANNING type friction

0194

Error

All of these columns must be defined: v2_cross_section_location.vegetation_drag_coefficient,v2_cross_section_location.vegetation_height,v2_cross_section_location.vegetation_stem_diameter,v2_cross_section_location.vegetation_stem_density

0195

Error

All of these columns must be defined: v2_cross_section_definition.vegetation_drag_coefficients,v2_cross_section_definition.vegetation_heights,v2_cross_section_definition.vegetation_stem_diameters,v2_cross_section_definition.vegetation_stem_densities

0201

Warning

The connection_node is within 0.001 degrees of another connection_node.

0202

Warning

The length of v2_channel is very short (< 5 m). A length of at least 5.0 m is recommended to avoid timestep reduction.

0202

Warning

The length of v2_culvert is very short (< 5 m). A length of at least 5.0 m is recommended to avoid timestep reduction.

0203

Warning

The length of v2_pipe is very short (< 5.0). A length of at least 5.0 m is recommended to avoid timestep reduction.

0204

Warning

The length of v2_orifice is very short (< 5.0). A length of at least 5.0 m is recommended to avoid timestep reduction.

0204

Warning

The length of v2_weir is very short (< 5.0). A length of at least 5.0 m is recommended to avoid timestep reduction.

0205

Error

v2_channel.the_geom does not start or end at its connection node (tolerance = 1 m)

0205

Error

v2_culvert.the_geom does not start or end at its connection node (tolerance = 1 m)

0206

Error

ConnectionNode.the_geom_linestring must be NULL

0207

Warning

v2_connection_nodes.the_geom has no valid spatial index, which is required for some checks

0208

Warning

v2_impervious_surface.area has a v2_impervious_surface.area (used in the simulation) differing from its geometrical area by more than 1 m2

0208

Warning

v2_surface.area has a v2_surface.area (used in the simulation) differing from its geometrical area by more than 1 m2

0251

Warning

This is an isolated connection node without connections. Connect it to either a pipe, channel, culvert, weir, orifice or pumpstation.

0252

Warning

When connecting two isolated pipes, it is recommended to add storage to the connection node.

0253

Error

a v2_channel cannot be connected to itself (connection_node_start_id must not equal connection_node_end_id)

0253

Error

a v2_culvert cannot be connected to itself (connection_node_start_id must not equal connection_node_end_id)

0253

Error

a v2_orifice cannot be connected to itself (connection_node_start_id must not equal connection_node_end_id)

0253

Error

a v2_pipe cannot be connected to itself (connection_node_start_id must not equal connection_node_end_id)

0253

Error

a v2_pumpstation cannot be connected to itself (connection_node_start_id must not equal connection_node_end_id)

0253

Error

a v2_weir cannot be connected to itself (connection_node_start_id must not equal connection_node_end_id)

0254

Error

A connection node that is not connected to a pipe, channel, culvert, weir, or orifice must have a manhole with a bottom_level.

0260

Error

v2_channel can only have a v2_exchange_line if it has a (double) connected (102 or 105) calculation type

0261

Error

v2_channel can have max 1 v2_exchange_line if it has connected (102) calculation type

0262

Error

v2_channel can have max 2 v2_exchange_line if it has double connected (105) calculation type

0263

Warning

v2_exchange_line.the_geom should not be significantly shorter than its corresponding channel.

0264

Warning

v2_exchange_line.the_geom is far (> 500 m) from its corresponding channel

0265

Error

v2_exchange_line.exchange_level is <-9998.0 and/or >8848.0

0270

Error

v2_potential_breach is assigned to an isolated or embedded channel.

0271

Error

v2_channel can have max 1 v2_potential_breach at the same position on a channel of connected (102) calculation type

0272

Error

v2_channel can have max 2 v2_potential_breach at the same position on a channel of double connected (105) calculation type

0273

Error

v2_potential_breach.the_geom must begin at the channel it is assigned to

0274

Error

v2_potential_breach.the_geom must be exactly on or >= 1.0 m from a start or end channel vertex

0275

Error

v2_potential_breach.the_geom must be more than 1.0 m apart (or exactly on the same position)

0276

Error

v2_potential_breach.exchange_level is <-9998.0 and/or >8848.0

0277

Error

v2_potential_breach.maximum_breach_depth is <=0.0 and/or >100.0

0302

Error

v2_global_settings.dem_obstacle_detection is True, while this feature is not supported

0303

Warning

v2_global_settings.use_1d_flow is turned off while there are 1D elements in the model

0304

Error

simple_infiltration in combination with groundwater flow is not allowed.

0305

Error

v2_global_settings.kmax is <=0

0306

Warning

v2_global_settings.dist_calc_points is not greater than 0, in the future this will lead to an error

0307

Error

v2_global_settings.grid_space is <=0

0308

Error

v2_global_settings.embedded_cutoff_threshold is <0

0309

Error

v2_global_settings.max_angle_1d_advection is <0 and/or >1.570795

0310

Error

v2_global_settings.table_step_size is <=0

0311

Error

v2_global_settings.table_step_size_1d is <=0

0313

Error

v2_global_settings.frict_coef is <0 and/or >1

0314

Error

v2_global_settings.frict_coef is <0

0315

Error

v2_global_settings.interception_global is <0

0316

Error

v2_global_settings.manhole_storage_area is <0

0317

Error

v2_global_settings.epsg_code may not be NULL if no dem file is provided

0318

Warning

if v2_global_settings.epsg_code is NULL, it will be extracted from the DEM later, however, the modelchecker will use ESPG:28992 for its spatial checks

0319

Error

v2_global_settings.use_2d_flow may not be TRUE if no dem file is provided

0320

Error

v2_global_settings.use_1d_flow and v2_global_settings.use_2d_flow cannot both be FALSE

0321

Warning

sub-basins (v2_global_settings.manhole_storage_area > 0) should only be used when there is no DEM supplied and there is no 2D flow

0322

Error

an initial waterlevel type (v2_global_settings.water_level_ini_type) should be defined when using an initial waterlevel file.

0323

Error

v2_global_settings.maximum_table_step_size should be greater than v2_global_settings.table_step_size.

0325

Warning

v2_global_settings.interception_global is recommended as fallback value when using an interception_file.

0326

Info

v2_control_group is defined, but not referred to in v2_global_settings.control_group_id

0326

Info

v2_groundwater is defined, but not referred to in v2_global_settings.groundwater_settings_id

0326

Info

v2_interflow is defined, but not referred to in v2_global_settings.interflow_settings_id

0326

Info

v2_numerical_settings is defined, but not referred to in v2_global_settings.numerical_settings_id

0326

Info

v2_simple_infiltration is defined, but not referred to in v2_global_settings.simple_infiltration_settings_id

0326

Info

v2_vegetation_drag is defined, but not referred to in v2_global_settings.vegetation_drag_settings_id

0327

Error

Vegetation drag can only be used in combination with friction type 1 (Chézy)

0330

Warning

v2_global_settings.use_2d_flow is different and is ignored if it is not in the first record

0331

Warning

v2_global_settings.use_1d_flow is different and is ignored if it is not in the first record

0332

Warning

v2_global_settings.grid_space is different and is ignored if it is not in the first record

0333

Warning

v2_global_settings.dist_calc_points is different and is ignored if it is not in the first record

0334

Warning

v2_global_settings.kmax is different and is ignored if it is not in the first record

0335

Warning

v2_global_settings.dem_file is different and is ignored if it is not in the first record

0336

Warning

v2_global_settings.embedded_cutoff_threshold is different and is ignored if it is not in the first record

0337

Warning

v2_global_settings.epsg_code is different and is ignored if it is not in the first record

0338

Warning

v2_global_settings.max_angle_1d_advection is different and is ignored if it is not in the first record

0339

Warning

v2_global_settings.frict_avg is different and is ignored if it is not in the first record

0340

Warning

v2_global_settings.use_0d_inflow is different and is ignored if it is not in the first record

0341

Warning

v2_global_settings.manhole_storage_area is different and is ignored if it is not in the first record

0342

Warning

v2_global_settings.table_step_size is different and is ignored if it is not in the first record

0343

Warning

v2_global_settings.frict_type is different and is ignored if it is not in the first record

0344

Warning

v2_global_settings.frict_coef is different and is ignored if it is not in the first record

0345

Warning

v2_global_settings.frict_coef_file is different and is ignored if it is not in the first record

0346

Warning

v2_global_settings.interception_global is different and is ignored if it is not in the first record

0347

Warning

v2_global_settings.interception_file is different and is ignored if it is not in the first record

0348

Warning

v2_global_settings.table_step_size_1d is different and is ignored if it is not in the first record

0349

Warning

v2_global_settings.maximum_table_step_size is different and is ignored if it is not in the first record

0350

Warning

v2_global_settings.interflow_settings_id is different and is ignored if it is not in the first record

0351

Warning

v2_global_settings.simple_infiltration_settings_id is different and is ignored if it is not in the first record

0352

Warning

v2_global_settings.groundwater_settings_id is different and is ignored if it is not in the first record

0353

Warning

v2_global_settings.vegetation_drag_settings_id is different and is ignored if it is not in the first record

0360

Warning

v2_global_settings.dist_calc_points should preferably be at least 5.0 metres to prevent simulation timestep reduction.

0401

Error

v2_interflow.porosity is <0 and/or >1

0402

Error

v2_interflow.impervious_layer_elevation is <0

0403

Error

v2_simple_infiltration.infiltration_rate is <0

0404

Warning

v2_simple_infiltration.infiltration_rate is recommended as fallback value when using an infiltration_rate_file.

0404

Error

v2_simple_infiltration.infiltration_rate must be defined.

0405

Warning

v2_groundwater.equilibrium_infiltration_rate is recommended as fallback value when using an equilibrium_infiltration_rate_file.

0405

Error

v2_groundwater.equilibrium_infiltration_rate must be defined when not using an equilibrium_infiltration_rate_file.

0406

Error

v2_groundwater.equilibrium_infiltration_rate_type should be defined when using an equilibrium_infiltration_rate_file.

0407

Warning

v2_groundwater.infiltration_decay_period is recommended as fallback value when using an infiltration_decay_period_file.

0407

Error

v2_groundwater.infiltration_decay_period must be defined when not using an infiltration_decay_period_file.

0408

Error

an infiltration decay period type (v2_groundwater.infiltration_decay_period_type) should be defined when using an infiltration decay period file.

0409

Error

v2_groundwater.groundwater_hydro_connectivity_type should be defined when using a groundwater_hydro_connectivity_file.

0410

Warning

v2_groundwater.groundwater_impervious_layer_level is recommended as fallback value when using a groundwater_impervious_layer_level_file.

0410

Error

v2_groundwater.groundwater_impervious_layer_level must be defined when not using an groundwater_impervious_layer_level_file

0411

Error

v2_groundwater.groundwater_impervious_layer_level_type should be defined when using a groundwater_impervious_layer_level_file

0412

Warning

v2_groundwater.initial_infiltration_rate is recommended as fallback value when using a initial_infiltration_rate_file.

0412

Error

v2_groundwater.initial_infiltration_rate must be defined when not using a initial_infiltration_rate_file.

0413

Error

v2_groundwater.initial_infiltration_rate_type should be defined when using an initial infiltration rate file.

0414

Warning

v2_groundwater.phreatic_storage_capacity is recommended as fallback value when using a phreatic_storage_capacity_file.

0414

Error

v2_groundwater.phreatic_storage_capacity must be defined when not using a phreatic_storage_capacity_file.

0415

Error

a phreatic storage capacity type (v2_groundwater.phreatic_storage_capacity_type) should be defined when using a phreatic storage capacity file.

0416

Warning

v2_interflow.porosity is recommended as fallback value when using a porosity_file.

0416

Error

v2_interflow.porosity must be defined when not using a porosity_file.

0417

Error

a porosity layer thickness (v2_interflow.porosity_layer_thickness) should be defined and >0 when interflow_type is InterflowType.LOCAL_DEEPEST_POINT_SCALED_POROSITY or InterflowType.GLOBAL_DEEPEST_POINT_SCALED_POROSITY

0418

Error

v2_interflow.impervious_layer_elevation cannot be null

0419

Warning

v2_interflow.hydraulic_conductivity is recommended as fallback value when using a hydraulic_conductivity_file.

0419

Error

v2_interflow.hydraulic_conductivity must be defined when not using a hydraulic_conductivity_file.

0420

Error

v2_groundwater.phreatic_storage_capacity is <0 and/or >1

0421

Error

v2_groundwater.groundwater_hydro_connectivity is <0

0422

Error

v2_simple_infiltration.max_infiltration_capacity is <0

0423

Warning

v2_simple_infiltration.max_infiltration_capacity is recommended as fallback value when using an max_infiltration_capacity_file.

0424

Error

v2_interflow.hydraulic_conductivity is <0

0425

Error

v2_groundwater.initial_infiltration_rate is <0

0426

Error

v2_groundwater.equilibrium_infiltration_rate is <0

0427

Error

v2_groundwater.infiltration_decay_period is <=0

0428

Warning

v2_groundwater.groundwater_hydro_connectivity is recommended as fallback value when using a groundwater_hydro_connectivity_file.

0429

Error

v2_manhole.exchange_thickness is <=0

0430

Error

v2_manhole.hydraulic_conductivity_in is <0

0431

Error

v2_manhole.hydraulic_conductivity_out is <0

0432

Error

v2_channel.exchange_thickness is <=0

0433

Error

v2_channel.hydraulic_conductivity_in is <0

0434

Error

v2_channel.hydraulic_conductivity_out is <0

0435

Error

v2_pipe.exchange_thickness is <=0

0436

Error

v2_pipe.hydraulic_conductivity_in is <0

0437

Error

v2_pipe.hydraulic_conductivity_out is <0

0501

Error

v2_vegetation_drag.vegetation_height is <=0

0502

Error

v2_vegetation_drag.height must be defined.

0503

Warning

v2_vegetation_drag.height is recommended as fallback value when using a vegetation_height_file.

0504

Error

v2_vegetation_drag.vegetation_stem_count is <=0

0505

Error

v2_vegetation_drag.vegetation_stem_count must be defined.

0506

Warning

v2_vegetation_drag.vegetation_stem_count is recommended as fallback value when using a vegetation_stem_count_file.

0507

Error

v2_vegetation_drag.vegetation_stem_diameter is <=0

0508

Error

v2_vegetation_drag.vegetation_stem_diameter must be defined.

0509

Warning

v2_vegetation_drag.vegetation_stem_diameter is recommended as fallback value when using a vegetation_stem_diameter_file.

0510

Error

v2_vegetation_drag.vegetation_drag_coefficient is <=0

0511

Error

v2_vegetation_drag.vegetation_drag_coefficient must be defined.

0512

Warning

v2_vegetation_drag.vegetation_drag_coefficient is recommended as fallback value when using a vegetation_drag_coefficient_file.

0601

Error

v2_impervious_surface.area is <0

0601

Error

v2_surface.area is <0

0602

Warning

v2_impervious_surface.dry_weather_flow is <0

0602

Warning

v2_surface.dry_weather_flow is <0

0603

Error

v2_impervious_surface_map.percentage is <0

0603

Error

v2_surface_map.percentage is <0

0604

Warning

v2_impervious_surface_map.percentage is >100

0604

Warning

v2_surface_map.percentage is >100

0605

Error

v2_impervious_surface.nr_of_inhabitants is <0

0605

Error

v2_surface.nr_of_inhabitants is <0

0606

Error

v2_surface_parameters.outflow_delay is <0

0607

Error

v2_surface_parameters.max_infiltration_capacity is <0

0608

Error

v2_surface_parameters.min_infiltration_capacity is <0

0609

Error

v2_surface_parameters.infiltration_decay_constant is <0

0610

Error

v2_surface_parameters.infiltration_recovery_constant is <0

0611

Warning

When v2_global_settings.use_0d_inflow is used, there should exist at least one (impervious) surface.

0612

Warning

v2_impervious_surface_map will be ignored because it is connected to a 1D boundary condition.

0612

Warning

v2_surface_map will be ignored because it is connected to a 1D boundary condition.

0613

Warning

v2_connection_nodes.id has a an associated inflow area larger than 10000 m2; this might be an error.

0613

Warning

v2_connection_nodes.id has a an associated inflow area larger than 10000 m2; this might be an error.

0614

Warning

v2_connection_nodes.id has more than 50 surface areas mapped to it; this might be an error.

0614

Warning

v2_connection_nodes.id has more than 50 surface areas mapped to it; this might be an error.

0615

Warning

v2_impervious_surface_map.connection_node_id references a v2_connection_nodes feature that does not exist.

0615

Warning

v2_impervious_surface_map.impervious_surface_id references a v2_impervious_surface feature that does not exist.

0615

Warning

v2_surface_map.connection_node_id references a v2_connection_nodes feature that does not exist.

0615

Warning

v2_surface_map.surface_id references a v2_surface feature that does not exist.

0616

Warning

No inflow will be generated for this feature, because v2_global_settings.use_0d_inflow is not set to use v2_impervious_surface.

0616

Warning

No inflow will be generated for this feature, because v2_global_settings.use_0d_inflow is not set to use v2_surface.

0617

Warning

v2_global_settings.use_0d_inflow is set to use v2_impervious_surface, but v2_impervious_surface does not contain any features.

0617

Warning

v2_global_settings.use_0d_inflow is set to use v2_surface, but v2_surface does not contain any features.

0700

Warning

raster checks require GDAL to be available

0701

Error

The file in v2_global_settings.dem_file is not present

0702

Error

The file in v2_global_settings.frict_coef_file is not present

0703

Error

The file in v2_global_settings.interception_file is not present

0704

Error

The file in v2_interflow.porosity_file is not present

0705

Error

The file in v2_interflow.hydraulic_conductivity_file is not present

0706

Error

The file in v2_simple_infiltration.infiltration_rate_file is not present

0707

Error

The file in v2_simple_infiltration.max_infiltration_capacity_file is not present

0708

Error

The file in v2_groundwater.groundwater_impervious_layer_level_file is not present

0709

Error

The file in v2_groundwater.phreatic_storage_capacity_file is not present

0710

Error

The file in v2_groundwater.equilibrium_infiltration_rate_file is not present

0711

Error

The file in v2_groundwater.initial_infiltration_rate_file is not present

0712

Error

The file in v2_groundwater.infiltration_decay_period_file is not present

0713

Error

The file in v2_groundwater.groundwater_hydro_connectivity_file is not present

0714

Error

The file in v2_groundwater.leakage_file is not present

0715

Error

The file in v2_global_settings.initial_waterlevel_file is not present

0716

Error

The file in v2_global_settings.initial_groundwater_level_file is not present

0717

Error

The file in v2_vegetation_drag.vegetation_height_file is not present

0718

Error

The file in v2_vegetation_drag.vegetation_stem_count_file is not present

0719

Error

The file in v2_vegetation_drag.vegetation_stem_diameter_file is not present

0720

Error

The file in v2_vegetation_drag.vegetation_drag_coefficient_file is not present

0721

Error

The file in v2_global_settings.dem_file is not a valid GeoTIFF file

0722

Error

The file in v2_global_settings.frict_coef_file is not a valid GeoTIFF file

0723

Error

The file in v2_global_settings.interception_file is not a valid GeoTIFF file

0724

Error

The file in v2_interflow.porosity_file is not a valid GeoTIFF file

0725

Error

The file in v2_interflow.hydraulic_conductivity_file is not a valid GeoTIFF file

0726

Error

The file in v2_simple_infiltration.infiltration_rate_file is not a valid GeoTIFF file

0727

Error

The file in v2_simple_infiltration.max_infiltration_capacity_file is not a valid GeoTIFF file

0728

Error

The file in v2_groundwater.groundwater_impervious_layer_level_file is not a valid GeoTIFF file

0729

Error

The file in v2_groundwater.phreatic_storage_capacity_file is not a valid GeoTIFF file

0730

Error

The file in v2_groundwater.equilibrium_infiltration_rate_file is not a valid GeoTIFF file

0731

Error

The file in v2_groundwater.initial_infiltration_rate_file is not a valid GeoTIFF file

0732

Error

The file in v2_groundwater.infiltration_decay_period_file is not a valid GeoTIFF file

0733

Error

The file in v2_groundwater.groundwater_hydro_connectivity_file is not a valid GeoTIFF file

0734

Error

The file in v2_groundwater.leakage_file is not a valid GeoTIFF file

0735

Error

The file in v2_global_settings.initial_waterlevel_file is not a valid GeoTIFF file

0736

Error

The file in v2_global_settings.initial_groundwater_level_file is not a valid GeoTIFF file

0737

Error

The file in v2_vegetation_drag.vegetation_height_file is not a valid GeoTIFF file

0738

Error

The file in v2_vegetation_drag.vegetation_stem_count_file is not a valid GeoTIFF file

0739

Error

The file in v2_vegetation_drag.vegetation_stem_diameter_file is not a valid GeoTIFF file

0740

Error

The file in v2_vegetation_drag.vegetation_drag_coefficient_file is not a valid GeoTIFF file

0741

Warning

The file in v2_global_settings.dem_file has multiple or no bands.

0742

Warning

The file in v2_global_settings.frict_coef_file has multiple or no bands.

0743

Warning

The file in v2_global_settings.interception_file has multiple or no bands.

0744

Warning

The file in v2_interflow.porosity_file has multiple or no bands.

0745

Warning

The file in v2_interflow.hydraulic_conductivity_file has multiple or no bands.

0746

Warning

The file in v2_simple_infiltration.infiltration_rate_file has multiple or no bands.

0747

Warning

The file in v2_simple_infiltration.max_infiltration_capacity_file has multiple or no bands.

0748

Warning

The file in v2_groundwater.groundwater_impervious_layer_level_file has multiple or no bands.

0749

Warning

The file in v2_groundwater.phreatic_storage_capacity_file has multiple or no bands.

0750

Warning

The file in v2_groundwater.equilibrium_infiltration_rate_file has multiple or no bands.

0751

Warning

The file in v2_groundwater.initial_infiltration_rate_file has multiple or no bands.

0752

Warning

The file in v2_groundwater.infiltration_decay_period_file has multiple or no bands.

0753

Warning

The file in v2_groundwater.groundwater_hydro_connectivity_file has multiple or no bands.

0754

Warning

The file in v2_groundwater.leakage_file has multiple or no bands.

0755

Warning

The file in v2_global_settings.initial_waterlevel_file has multiple or no bands.

0756

Warning

The file in v2_global_settings.initial_groundwater_level_file has multiple or no bands.

0757

Warning

The file in v2_vegetation_drag.vegetation_height_file has multiple or no bands.

0758

Warning

The file in v2_vegetation_drag.vegetation_stem_count_file has multiple or no bands.

0759

Warning

The file in v2_vegetation_drag.vegetation_stem_diameter_file has multiple or no bands.

0760

Warning

The file in v2_vegetation_drag.vegetation_drag_coefficient_file has multiple or no bands.

0761

Error

The file in v2_global_settings.dem_file has no CRS.

0762

Error

The file in v2_global_settings.frict_coef_file has no CRS.

0763

Error

The file in v2_global_settings.interception_file has no CRS.

0764

Error

The file in v2_interflow.porosity_file has no CRS.

0765

Error

The file in v2_interflow.hydraulic_conductivity_file has no CRS.

0766

Error

The file in v2_simple_infiltration.infiltration_rate_file has no CRS.

0767

Error

The file in v2_simple_infiltration.max_infiltration_capacity_file has no CRS.

0768

Error

The file in v2_groundwater.groundwater_impervious_layer_level_file has no CRS.

0769

Error

The file in v2_groundwater.phreatic_storage_capacity_file has no CRS.

0770

Error

The file in v2_groundwater.equilibrium_infiltration_rate_file has no CRS.

0771

Error

The file in v2_groundwater.initial_infiltration_rate_file has no CRS.

0772

Error

The file in v2_groundwater.infiltration_decay_period_file has no CRS.

0773

Error

The file in v2_groundwater.groundwater_hydro_connectivity_file has no CRS.

0774

Error

The file in v2_groundwater.leakage_file has no CRS.

0775

Error

The file in v2_global_settings.initial_waterlevel_file has no CRS.

0776

Error

The file in v2_global_settings.initial_groundwater_level_file has no CRS.

0777

Error

The file in v2_vegetation_drag.vegetation_height_file has no CRS.

0778

Error

The file in v2_vegetation_drag.vegetation_stem_count_file has no CRS.

0779

Error

The file in v2_global_settings.dem_file does not use a projected CRS.

0779

Error

The file in v2_vegetation_drag.vegetation_stem_diameter_file has no CRS.

0780

Error

The file in v2_vegetation_drag.vegetation_drag_coefficient_file has no CRS.

0780

Error

The raster in v2_global_settings.dem_file has non-square raster cells.

0781

Error

v2_global_settings.dem_file has values <-9998.0 and/or >8848.0 or is empty

0782

Error

v2_global_settings.frict_coef_file has values <0 and/or >1 or is empty

0783

Error

v2_global_settings.frict_coef_file has values <0 or is empty

0784

Error

v2_interflow.porosity_file has values <0 and/or >1 or is empty

0785

Error

v2_interflow.hydraulic_conductivity_file has values <0 or is empty

0786

Error

v2_simple_infiltration.infiltration_rate_file has values <0 or is empty

0787

Error

v2_simple_infiltration.max_infiltration_capacity_file has values <0 or is empty

0788

Error

v2_groundwater.groundwater_impervious_layer_level_file has values <-9998.0 and/or >8848.0 or is empty

0789

Error

v2_groundwater.phreatic_storage_capacity_file has values <0 and/or >1 or is empty

0790

Error

v2_groundwater.equilibrium_infiltration_rate_file has values <0 or is empty

0791

Error

v2_groundwater.initial_infiltration_rate_file has values <0 or is empty

0792

Error

v2_groundwater.infiltration_decay_period_file has values <=0 or is empty

0793

Error

v2_groundwater.groundwater_hydro_connectivity_file has values <0 or is empty

0795

Error

v2_global_settings.initial_waterlevel_file has values <-9998.0 and/or >8848.0 or is empty

0796

Error

v2_global_settings.initial_groundwater_level_file has values <-9998.0 and/or >8848.0 or is empty

0797

Warning

The file in v2_global_settings.dem_file has no EPSG code or the EPSG code does not match does not match v2_global_settings.epsg_code

0798

Error

v2_global_settings.grid_space is not a positive even multiple of the raster cell size.

0800

Error

v2_grid_refinement.refinement_level must not be greater than v2_global_settings.kmax

0800

Error

v2_grid_refinement_area.refinement_level must not be greater than v2_global_settings.kmax

0801

Error

v2_grid_refinement.refinement_level is <1

0801

Error

v2_grid_refinement_area.refinement_level is <1

0802

Info

v2_grid_refinement.refinement_level is equal to v2_global_settings.kmax and will therefore not have any effect. Lower the refinement_level to make the cells smaller.

0802

Info

v2_grid_refinement_area.refinement_level is equal to v2_global_settings.kmax and will therefore not have any effect. Lower the refinement_level to make the cells smaller.

1101

Error

v2_global_settings.maximum_sim_time_step must be greater than or equal to v2_global_settings.sim_time_step

1102

Error

v2_global_settings.minimum_sim_time_step must be less than or equal to v2_global_settings.sim_time_step

1103

Error

v2_global_settings.output_time_step must be greater than or equal to v2_global_settings.sim_time_step

1104

Error

v2_global_settings.maximum_sim_time_step cannot be null when v2_global_settings.timestep_plus is True

1105

Error

v2_global_settings.maximum_sim_time_step is <=0

1105

Error

v2_global_settings.minimum_sim_time_step is <=0

1105

Error

v2_global_settings.output_time_step is <=0

1105

Error

v2_global_settings.sim_time_step is <=0

1106

Warning

v2_global_settings.minimum_sim_time_step should be at least 10 times smaller than v2_global_settings.sim_time_step

1110

Error

v2_numerical_settings.cfl_strictness_factor_1d is <=0

1111

Error

v2_numerical_settings.cfl_strictness_factor_2d is <=0

1112

Error

v2_numerical_settings.convergence_eps is <1e-07 and/or >0.0001

1113

Error

v2_numerical_settings.convergence_cg is <1e-12 and/or >1e-07

1114

Error

v2_numerical_settings.flow_direction_threshold is <1e-13 and/or >0.01

1115

Error

v2_numerical_settings.general_numerical_threshold is <1e-13 and/or >1e-07

1116

Error

v2_numerical_settings.max_nonlin_iterations is <1

1117

Error

v2_numerical_settings.max_degree is <1

1118

Error

v2_numerical_settings.minimum_friction_velocity is <0 and/or >1

1119

Error

v2_numerical_settings.minimum_surface_area is <1e-13 and/or >1e-07

1120

Error

v2_numerical_settings.preissmann_slot is <0

1121

Error

v2_numerical_settings.pump_implicit_ratio is <0 and/or >1

1122

Error

v2_numerical_settings.thin_water_layer_definition is <0

1123

Error

v2_numerical_settings.use_of_cg is <1

1124

Error

v2_global_settings.flooding_threshold is <0 and/or >0.05

1125

Error

v2_numerical_settings.thin_water_layer_definition must be greater than 0 when using frict_shallow_water_correction option 3.

1126

Error

v2_numerical_settings.thin_water_layer_definition must be greater than 0 when using limiter_slope_crossectional_area_2d option 3.

1127

Error

v2_numerical_settings.limiter_slope_friction_2d may not be 0 when using limiter_slope_crossectional_area_2d.

1150

Error

v2_aggregation_settings.aggregation_method can only be ‘current’ for ‘volume’ or ‘interception’ flow_variables.

1151

Warning

columns [‘aggregation_method’, ‘flow_variable’] in table v2_aggregation_settings should be unique together

1152

Warning

v2_aggregation_settings.timestep is different and is ignored if it is not in the first record

1153

Warning

v2_aggregation_settings.timestep is smaller than v2_global_settings.output_time_step

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum and flow_variable is discharge.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum and flow_variable is lateral_discharge.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum and flow_variable is leakage.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum and flow_variable is pump_discharge.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum and flow_variable is rain.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum and flow_variable is simple_infiltration.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum_negative and flow_variable is discharge.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum_negative and flow_variable is surface_source_sink_discharge.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum_positive and flow_variable is discharge.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is cum_positive and flow_variable is surface_source_sink_discharge.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is current and flow_variable is interception.

1154

Warning

To use the water balance tool, v2_aggregation_settings should have a row where aggregation_method is current and flow_variable is volume.

1200

Error

v2_1d_boundary_conditions.timeseries must contain 2 elements per line separated by a comma

1200

Error

v2_1d_lateral.timeseries must contain 2 elements per line separated by a comma

1200

Error

v2_2d_boundary_conditions.timeseries must contain 2 elements per line separated by a comma

1200

Error

v2_2d_lateral.timeseries must contain 2 elements per line separated by a comma

1201

Error

v2_1d_boundary_conditions.timeseries contains an invalid timestep, expected an integer >= 0

1201

Error

v2_1d_lateral.timeseries contains an invalid timestep, expected an integer >= 0

1201

Error

v2_2d_boundary_conditions.timeseries contains an invalid timestep, expected an integer >= 0

1201

Error

v2_2d_lateral.timeseries contains an invalid timestep, expected an integer >= 0

1202

Error

v2_1d_boundary_conditions.timeseries contains an invalid value, expected a float

1202

Error

v2_1d_lateral.timeseries contains an invalid value, expected a float

1202

Error

v2_2d_boundary_conditions.timeseries contains an invalid value, expected a float

1202

Error

v2_2d_lateral.timeseries contains an invalid value, expected a float

1203

Error

v2_1d_boundary_conditions.timeseries should be monotonically increasing

1203

Error

v2_1d_lateral.timeseries should be monotonically increasing

1203

Error

v2_2d_boundary_conditions.timeseries should be monotonically increasing

1203

Error

v2_2d_lateral.timeseries should be monotonically increasing

1204

Error

v2_1d_boundary_conditions.timeseries should be start at timestamp 0

1204

Error

v2_2d_boundary_conditions.timeseries should be start at timestamp 0

1205

Error

v2_1d_boundary_conditions.timeseries contains an empty timeseries; remove the v2_1d_boundary_conditions instance or provide valid timeseries.

1205

Error

v2_2d_boundary_conditions.timeseries contains an empty timeseries; remove the v2_2d_boundary_conditions instance or provide valid timeseries.

1206

Error

One or more timesteps in v2_1d_boundary_conditions.timeseries did not match the timesteps in the first timeseries in the column.The timesteps in all timeseries must be the same.

1206

Error

One or more timesteps in v2_2d_boundary_conditions.timeseries did not match the timesteps in the first timeseries in the column.The timesteps in all timeseries must be the same.

1206

Error

The timesteps for the first v2_1d_boundary_conditions.timeseries did not match the timesteps for the first v2_2d_boundary_conditions.timeseries. All boundary conditions must have the same timesteps in their timeseries.

1220

Error

v2_control_measure_map.object_id refers to a non-existing v2_connection_nodes

1221

Error

v2_control_memory.target_id refers to a non-existing v2_channel

1221

Error

v2_control_table.target_id refers to a non-existing v2_channel

1222

Error

v2_control_memory.target_id refers to a non-existing v2_pipe

1222

Error

v2_control_table.target_id refers to a non-existing v2_pipe

1223

Error

v2_control_memory.target_id refers to a non-existing v2_orifice

1223

Error

v2_control_table.target_id refers to a non-existing v2_orifice

1224

Error

v2_control_memory.target_id refers to a non-existing v2_culvert

1224

Error

v2_control_table.target_id refers to a non-existing v2_culvert

1225

Error

v2_control_memory.target_id refers to a non-existing v2_weir

1225

Error

v2_control_table.target_id refers to a non-existing v2_weir

1226

Error

v2_control_memory.target_id refers to a non-existing v2_pumpstation

1226

Error

v2_control_table.target_id refers to a non-existing v2_pumpstation

1227

Error

v2_control.control_id references an id in v2_control_memory or v2_control_table, but the table it references does not contain an entry with that id.

1401

Error

v2_vegetation_drag.vegetation_height_file has values <0 or is empty

1402

Error

v2_vegetation_drag.vegetation_stem_count_file has values <0 or is empty

1403

Error

v2_vegetation_drag.vegetation_stem_diameter_file has values <0 or is empty

1404

Error

v2_vegetation_drag.vegetation_drag_coefficient_file has values <0 or is empty

1405

Error

The file in v2_global_settings.dem_file exceeds 5000000000.0 pixels.

1500

Warning

v2_cross_section_location.friction_value is less than 1 while CHEZY friction is selected. This may cause nonsensical results.

1500

Warning

v2_culvert.friction_value is less than 1 while CHEZY friction is selected. This may cause nonsensical results.

1500

Warning

v2_orifice.friction_value is less than 1 while CHEZY friction is selected. This may cause nonsensical results.

1500

Warning

v2_pipe.friction_value is less than 1 while CHEZY friction is selected. This may cause nonsensical results.

1500

Warning

v2_weir.friction_value is less than 1 while CHEZY friction is selected. This may cause nonsensical results.

1501

Warning

Some values in CrossSectionDefinition.friction_values are less than 1 while CHEZY friction is selected. This may cause nonsensical results.