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, due to input data or other user settings are usually covered by the schematisation and raster checker. In rare cases however they might not catch a potential issue. On this page we cover the FAQ & Known Issues with 3Di.
Frequently Asked Questions
My 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.
I added extra tables in my SQLite, will they be deleted?
No, those will be ignored.
How do I edit a simulation template?
You can’t. But you can clone it into a new simulation and edit that.
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 Schematisation, 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 on 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.
How do I change my working directory in the Modeller Interface ‘3Di Models and Simulations’ plugin?
Via the settings of the plugin (see below).


Is all information from my spatialite being read ?
Yes, either it is being used as part of the schematisation and converted to a 3Di Model, or it is part of the simulation template.
My QGIS defaults to the Dutch language, does that matter?
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 weird behaviour of the plugin. Please set your QGIS or Modeller Interface to English (settings –> options –> locale –> en_GB).
General
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:
Decrease your calculation time step (background information: courant number)
Decrease your output time step temporarily. This makes it easier to analyse what goes wrong
Check combinations of nodes with a small storage area and pump stations with a large capacity. Make sure the ‘gemaalkelder/pump basement’ is large enough
Check if there are pump stations that are pumping to another 1D-node within the same 2D-computational cell
Check whether there are sewerage pipes shorter than 1 meter. If so, see if you can make them longer or add storage on the nodes that the pipes are connected to.
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
General
When applying 2D boundary conditions, it is not allowed to have more than one grid resolution on the edge. However, there is no clear error message for this. To solve this, add a grid refinement line on the boundary. This will force a uniform grid on the 2D boundary line.
Note, that in v2_control tables (v2_control_table, v2_control_memory, v2_control_pid, v2_control_timed) the unit for adjusting the pump discharge capacity via the API is actually m3/s, even though the unit used normally is l/s. NB: This is only the case via the API. In the Modeller Interface (sqlite) the unit is in l/s.
For simulations including interflow or embedded elements, not all results can be viewed. Moreover, the water balance ignores part of the flow, therefore it will seem to be inconsistent.
There are some issues related to projections. We are encountered this for our UK-based models (.sqlite). These models will show a shift in the geometries in QGIS. The reprojection from EPGS:27700 (British National Grid) to WGS84 is based on an outdated reprojection in the spatialite. There is a solution for this:
In QGIS open the (table without geometry) table “spatial_ref_sys”
go to row srid 27700
update column proj4text (overwrite existing value) with +proj=tmerc +lat_0=49 +lon_0=-2 +k=0.9996012717 +x_0=400000 +y_0=-100000 +datum=OSGB36 +units=m +no_defs
This might also be the case for other projections.
The manhole_storage_area in the v2_global_settings table of the data base must be set as an INTEGER.
Boundary conditions can only be applied via the model sqlite. Uploading a boundary condition as a json file using the API will result in a failure of the simulation.
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.
The following checks don’t work in case there is no index in the spatialite:
It doesn’t check for stand alone connection nodes
It doesn’t check for connection nodes that are too close or on top of each other
3Di Modeller Interface
“TypeError: setValue(self, float): argument 1 has unexpected type ‘NoneType’ “. Maximum time step requires a value and cannot be NULL
The Modeller Interface and the plugins have trouble installing if there is already a previous version installed because of old dependencies. Please remove (before installing a new version) the folder ‘{user profile} python’ alle folders instead of ‘expressions’, ‘plugins’ and ‘share’. (e.g. the error ‘sqlalchemy’ might indicate this is the case)
If you have an older version of the MI (e.g. based on QGIS 3.10), you should remove it via Windows Apps & Features, to avoid any conflicts.
When using the sideview-tool in the QGIS-plugin, the length of the side view profile of pipes in the graph can be different than the actual length of the pipe. This is due to a projection conversion error in QGIS and does not affect 3Di calculations.
A schematisation that is uploaded via the MI without processing will appear falsely in the management pages as ‘not valid’. If you upload the schematisation again with processing, the model will be generated.
The Sideview is not supported for channels.
Embedded and interflow can not be analysed with the standard tooling.
When using an infiltration rate file in v2_simple_infiltration, an infiltration value of ‘NULL’ is not valid and will cause an error. Please use an infiltration rate value of 0 instead.
Leakage does not work in the Modeller Interface. Please use the API for now if you want to use leakage.
3Di Live
If a raster has both NaN and Nodata values 3Di Live DEM will color yellow (showing color scale for -9999)
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
3Di Management
A schematisation that is uploaded via the MI without processing will appear falsely in the management pages as ‘not valid’. If you upload the schematisation again with processing, the model will be generated.
Uploading a new revision/migrating a model
Error: (400)
Error: (400) Reason: Bad Request HTTP response headers: HTTPHeaderDict({‘server’: ‘openresty/1.15.8.3’, ‘date’: ‘Fri, 11 Feb 2022 07:44:04 GMT’, ‘content-type’: ‘application/json’, ‘content-length’: ‘68’, ‘vary’: ‘Accept, Origin, Cookie’, ‘allow’: ‘POST, OPTIONS’, ‘x-frame-options’: ‘DENY’, ‘x-content-type-options’: ‘nosniff’, ‘strict-transport-security’: ‘max-age=63072000’, ‘referrer-policy’: ‘strict-origin-when-cross-origin’, ‘x-xss-protection’: ‘1’}) HTTP response body: [“Maximum number of active threedimodels for a schematisation is 3”]
You have reached the max number of active 3Di models for this schematisation. Please go the management.3di.live and remove one or more 3Di models that are attached to this schematisation
sqlite3.IntegrityError: CHECK constraint failed: _alembic_tmp_v2_aggregation_settings
This can be fixed by the following 2 adjustments.
Set aggregation = 0 instead of aggregation = FALSE
remove table _alembic_tmp_v2_aggregation_settings
Running a simulation
“exit_code”: “4161 [health_check_premature_container_error]”
Please run the simulation again. There was a temporary disruption.
“exit_code”: “4265 [health_check_postprocessing_error]”
Please run the simulation again. There was a temporary disruption.
ERROR - F - 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. This may be caused by various reasons listed below:
Structure levels are below cross section reference levels, f.i. a culvert below the bed level. This is not possible as when water level drops below the 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 levels.
A lateral inflow from laterals or an inflow surface is connected to a node without storage area, f.i. an pump end node or boundary node. Removes laterals or inflow from these nodes.
Water level boundary is below structure level.
All definition values for width and height must be positive.
Pump start level is below pump stop level.
The error is followed by a reference to the node without any storage or link without wet cross section area. This will look something like:
near zero, aii(nod)<1.0d-10,nod,aii(nod),su(nod) 14614 14439 0.0000E+00 0.0000E+00
The first number (14614 in this example) refers to the calculation node on which the error occurs. This number can be found using the QGIS plugin when a result of this model is available. The number can be located using the node_results. The id’s in this table match the one given here. The second number is a link id and can be found using the line_result layer.
ERROR : The combination of cross-section types is invalid for input channel number
Not all cross-section definition types can be combined for a single channel. Only type 1 (rectangle) and type 2 (circle) or type 5 and 6 (both tabulated) can be combined. If you have multiple cross-section types on one channel change these or split the channel.
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.
Loading results
Runtime Error: attempt to write a readonly database
This means that the gridadmin.sqlite is still in use by you or another user or is not closed correctly. You can fix this by removing the file ‘gridadmin.sqlite-journal’ (not gridadmin.sqlite!).
Signing in and sign up
403 - You do not have a 3Di account. Please contact your manager and ask for an invitation
Please contact our Service desk and let us know your login name or mail address and the error code if you received any.
Finding a model
Can’t find the model you are looking for? Please check the following:
If you have access to the organisation to which the model belongs
If the model is available on API v3. Please contact the Service desk if you need assistance.
If the schematisation has a 3Di model. Go to management.3di.live, search for your schematisation and check out the details page.
Connecting to the 3Di API
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)')))

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.

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.
Solved issues
The below errors and bugs should not be experienced anymore. Please let us know if you do still encounter them.
The toolbox does currently not work properly for QGIS 3.22. You cannot edit your schematisations. Please use QGIS 3.16 for now if you have this issue or use the Modeller Interface.
Calculations that had both rain radar and laterals crashed somewhere during the simulation.
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 (error code 1300) are for testing purposes only, and not performed in normal usage.
Check number |
Check level |
Check message |
---|---|---|
0001 |
Error |
v2_aggregation_settings.global_settings_id refers to a non-existing v2_global_settings |
0002 |
Error |
v2_aggregation_settings.id should to be unique |
0003 |
Error |
v2_aggregation_settings.id cannot be null |
0003 |
Error |
v2_aggregation_settings.var_name cannot be null |
0003 |
Error |
v2_aggregation_settings.flow_variable cannot be null |
0003 |
Error |
v2_aggregation_settings.aggregation_method cannot be null |
0003 |
Error |
v2_aggregation_settings.timestep cannot be null |
0004 |
Error |
v2_aggregation_settings.id is not of type [‘integer’] |
0004 |
Error |
v2_aggregation_settings.global_settings_id is not of type [‘integer’] |
0004 |
Error |
v2_aggregation_settings.var_name is not of type [‘text’] |
0004 |
Error |
v2_aggregation_settings.flow_variable is not of type [‘text’] |
0004 |
Error |
v2_aggregation_settings.aggregation_method is not of type [‘text’] |
0004 |
Error |
v2_aggregation_settings.timestep is not of type [‘integer’] |
0007 |
Error |
v2_aggregation_settings.flow_variable is not one of {‘pump_discharge’, ‘leakage’, ‘surface_source_sink_discharge’, ‘discharge’, ‘simple_infiltration’, ‘rain’, ‘interception’, ‘flow_velocity’, ‘lateral_discharge’, ‘waterlevel’, ‘volume’, ‘wet_cross-section’, ‘wet_surface’} |
0007 |
Error |
v2_aggregation_settings.aggregation_method is not one of {‘cum_negative’, ‘avg’, ‘current’, ‘max’, ‘cum_positive’, ‘min’, ‘cum’, ‘sum’} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_1d_boundary_conditions.connection_node_id refers to a non-existing v2_connection_nodes |
0002 |
Error |
v2_1d_boundary_conditions.id should to be unique |
0002 |
Error |
v2_1d_boundary_conditions.connection_node_id should to be unique |
0003 |
Error |
v2_1d_boundary_conditions.id cannot be null |
0003 |
Error |
v2_1d_boundary_conditions.boundary_type cannot be null |
0003 |
Error |
v2_1d_boundary_conditions.timeseries cannot be null |
0003 |
Error |
v2_1d_boundary_conditions.connection_node_id cannot be null |
0004 |
Error |
v2_1d_boundary_conditions.id is not of type [‘integer’] |
0004 |
Error |
v2_1d_boundary_conditions.boundary_type is not of type [‘integer’] |
0004 |
Error |
v2_1d_boundary_conditions.timeseries is not of type [‘text’] |
0004 |
Error |
v2_1d_boundary_conditions.connection_node_id is not of type [‘integer’] |
0007 |
Error |
v2_1d_boundary_conditions.boundary_type is not one of {1, 2, 3, 4, 5, 6, 7} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_2d_boundary_conditions.id should to be unique |
0003 |
Error |
v2_2d_boundary_conditions.id cannot be null |
0003 |
Error |
v2_2d_boundary_conditions.timeseries cannot be null |
0003 |
Error |
v2_2d_boundary_conditions.boundary_type cannot be null |
0003 |
Error |
v2_2d_boundary_conditions.the_geom cannot be null |
0004 |
Error |
v2_2d_boundary_conditions.id is not of type [‘integer’] |
0004 |
Error |
v2_2d_boundary_conditions.display_name is not of type [‘text’] |
0004 |
Error |
v2_2d_boundary_conditions.timeseries is not of type [‘text’] |
0004 |
Error |
v2_2d_boundary_conditions.boundary_type is not of type [‘integer’] |
0004 |
Error |
v2_2d_boundary_conditions.the_geom is not of type [‘blob’] |
0005 |
Error |
v2_2d_boundary_conditions.the_geom is an invalid geometry |
0006 |
Error |
v2_2d_boundary_conditions.the_geom has invalid geometry type, expected LINESTRING |
0007 |
Error |
v2_2d_boundary_conditions.boundary_type is not one of {1, 2, 3, 4, 5, 6, 7} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_channel.connection_node_start_id refers to a non-existing v2_connection_nodes |
0001 |
Error |
v2_channel.connection_node_end_id refers to a non-existing v2_connection_nodes |
0002 |
Error |
v2_channel.id should to be unique |
0003 |
Error |
v2_channel.id cannot be null |
0003 |
Error |
v2_channel.calculation_type cannot be null |
0003 |
Error |
v2_channel.the_geom cannot be null |
0003 |
Error |
v2_channel.connection_node_start_id cannot be null |
0003 |
Error |
v2_channel.connection_node_end_id cannot be null |
0004 |
Error |
v2_channel.id is not of type [‘integer’] |
0004 |
Error |
v2_channel.display_name is not of type [‘text’] |
0004 |
Error |
v2_channel.code is not of type [‘text’] |
0004 |
Error |
v2_channel.calculation_type is not of type [‘integer’] |
0004 |
Error |
v2_channel.dist_calc_points is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_channel.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_channel.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_channel.connection_node_start_id is not of type [‘integer’] |
0004 |
Error |
v2_channel.connection_node_end_id is not of type [‘integer’] |
0004 |
Error |
v2_channel.exchange_thickness is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_channel.hydraulic_conductivity_in is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_channel.hydraulic_conductivity_out is not of type [‘integer’, ‘numeric’, ‘real’] |
0005 |
Error |
v2_channel.the_geom is an invalid geometry |
0006 |
Error |
v2_channel.the_geom has invalid geometry type, expected LINESTRING |
0007 |
Error |
v2_channel.calculation_type is not one of {105, 100, 101, 102} |
0007 |
Info |
v2_channel.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_connection_nodes.id should to be unique |
0003 |
Error |
v2_connection_nodes.id cannot be null |
0003 |
Error |
v2_connection_nodes.the_geom cannot be null |
0004 |
Error |
v2_connection_nodes.id is not of type [‘integer’] |
0004 |
Error |
v2_connection_nodes.storage_area is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_connection_nodes.initial_waterlevel is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_connection_nodes.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_connection_nodes.the_geom_linestring is not of type [‘blob’] |
0004 |
Error |
v2_connection_nodes.code is not of type [‘text’] |
0005 |
Error |
v2_connection_nodes.the_geom is an invalid geometry |
0005 |
Error |
v2_connection_nodes.the_geom_linestring is an invalid geometry |
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 |
0008 |
Error |
id must be a positive signed 32-bit integer. |
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 |
0002 |
Error |
v2_control.id should to be unique |
0003 |
Error |
v2_control.id cannot be null |
0003 |
Error |
v2_control.control_type cannot be null |
0004 |
Error |
v2_control.id is not of type [‘integer’] |
0004 |
Error |
v2_control.control_group_id is not of type [‘integer’] |
0004 |
Error |
v2_control.measure_group_id is not of type [‘integer’] |
0004 |
Error |
v2_control.control_type is not of type [‘text’] |
0004 |
Error |
v2_control.control_id is not of type [‘integer’] |
0004 |
Error |
v2_control.start is not of type [‘text’] |
0004 |
Error |
v2_control.end is not of type [‘text’] |
0004 |
Error |
v2_control.measure_frequency is not of type [‘integer’] |
0007 |
Error |
v2_control.control_type is not one of {‘memory’, ‘table’} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_control_delta.id should to be unique |
0003 |
Error |
v2_control_delta.id cannot be null |
0004 |
Error |
v2_control_delta.id is not of type [‘integer’] |
0004 |
Error |
v2_control_delta.measure_variable is not of type [‘text’] |
0004 |
Error |
v2_control_delta.measure_delta is not of type [‘text’] |
0004 |
Error |
v2_control_delta.measure_dt is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_delta.action_type is not of type [‘text’] |
0004 |
Error |
v2_control_delta.action_value is not of type [‘text’] |
0004 |
Error |
v2_control_delta.action_time is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_delta.target_type is not of type [‘text’] |
0004 |
Error |
v2_control_delta.target_id is not of type [‘integer’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_control_group.id should to be unique |
0003 |
Error |
v2_control_group.id cannot be null |
0004 |
Error |
v2_control_group.id is not of type [‘integer’] |
0004 |
Error |
v2_control_group.name is not of type [‘text’] |
0004 |
Error |
v2_control_group.description is not of type [‘text’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_control_measure_group.id should to be unique |
0003 |
Error |
v2_control_measure_group.id cannot be null |
0004 |
Error |
v2_control_measure_group.id is not of type [‘integer’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_control_measure_map.measure_group_id refers to a non-existing v2_control_measure_group |
0002 |
Error |
v2_control_measure_map.id should to be unique |
0003 |
Error |
v2_control_measure_map.id cannot be null |
0003 |
Error |
v2_control_measure_map.object_type cannot be null |
0003 |
Error |
v2_control_measure_map.object_id cannot be null |
0003 |
Error |
v2_control_measure_map.weight cannot be null |
0004 |
Error |
v2_control_measure_map.id is not of type [‘integer’] |
0004 |
Error |
v2_control_measure_map.measure_group_id is not of type [‘integer’] |
0004 |
Error |
v2_control_measure_map.object_type is not of type [‘text’] |
0004 |
Error |
v2_control_measure_map.object_id is not of type [‘integer’] |
0004 |
Error |
v2_control_measure_map.weight is not of type [‘integer’, ‘numeric’, ‘real’] |
0007 |
Error |
v2_control_measure_map.object_type is not one of {‘v2_connection_nodes’} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_control_memory.id should to be unique |
0003 |
Error |
v2_control_memory.id cannot be null |
0003 |
Error |
v2_control_memory.measure_variable 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.target_type cannot be null |
0003 |
Error |
v2_control_memory.target_id cannot be null |
0004 |
Error |
v2_control_memory.id is not of type [‘integer’] |
0004 |
Error |
v2_control_memory.measure_variable is not of type [‘text’] |
0004 |
Error |
v2_control_memory.upper_threshold is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_memory.lower_threshold is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_memory.action_type is not of type [‘text’] |
0004 |
Error |
v2_control_memory.action_value is not of type [‘text’] |
0004 |
Error |
v2_control_memory.target_type is not of type [‘text’] |
0004 |
Error |
v2_control_memory.target_id is not of type [‘integer’] |
0004 |
Error |
v2_control_memory.is_active is not of type [‘integer’] |
0004 |
Error |
v2_control_memory.is_inverse is not of type [‘integer’] |
0007 |
Error |
v2_control_memory.measure_variable is not one of {‘volume’, ‘velocity’, ‘discharge’, ‘waterlevel’} |
0007 |
Error |
v2_control_memory.action_type is not one of {‘set_crest_level’, ‘set_discharge_coefficients’, ‘set_pump_capacity’, ‘set_capacity’} |
0007 |
Error |
v2_control_memory.target_type is not one of {‘v2_culvert’, ‘v2_weir’, ‘v2_orifice’, ‘v2_pumpstation’, ‘v2_pipe’, ‘v2_channel’} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_control_pid.id should to be unique |
0003 |
Error |
v2_control_pid.id cannot be null |
0004 |
Error |
v2_control_pid.id is not of type [‘integer’] |
0004 |
Error |
v2_control_pid.measure_variable is not of type [‘text’] |
0004 |
Error |
v2_control_pid.setpoint is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_pid.kp is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_pid.ki is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_pid.kd is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_control_pid.action_type is not of type [‘text’] |
0004 |
Error |
v2_control_pid.target_type is not of type [‘text’] |
0004 |
Error |
v2_control_pid.target_upper_limit is not of type [‘text’] |
0004 |
Error |
v2_control_pid.target_lower_limit is not of type [‘text’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_control_table.id should to be unique |
0003 |
Error |
v2_control_table.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.measure_variable cannot be null |
0003 |
Error |
v2_control_table.target_type cannot be null |
0003 |
Error |
v2_control_table.target_id cannot be null |
0004 |
Error |
v2_control_table.id is not of type [‘integer’] |
0004 |
Error |
v2_control_table.action_table is not of type [‘text’] |
0004 |
Error |
v2_control_table.action_type is not of type [‘text’] |
0004 |
Error |
v2_control_table.measure_variable is not of type [‘text’] |
0004 |
Error |
v2_control_table.measure_operator is not of type [‘text’] |
0004 |
Error |
v2_control_table.target_type is not of type [‘text’] |
0004 |
Error |
v2_control_table.target_id is not of type [‘integer’] |
0007 |
Error |
v2_control_table.action_type is not one of {‘set_crest_level’, ‘set_discharge_coefficients’, ‘set_pump_capacity’, ‘set_capacity’} |
0007 |
Error |
v2_control_table.measure_variable is not one of {‘volume’, ‘velocity’, ‘discharge’, ‘waterlevel’} |
0007 |
Error |
v2_control_table.measure_operator is not one of {‘>’, ‘<=’, ‘>=’, ‘<’} |
0007 |
Error |
v2_control_table.target_type is not one of {‘v2_culvert’, ‘v2_weir’, ‘v2_orifice’, ‘v2_pumpstation’, ‘v2_pipe’, ‘v2_channel’} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_control_timed.id should to be unique |
0003 |
Error |
v2_control_timed.id cannot be null |
0004 |
Error |
v2_control_timed.id is not of type [‘integer’] |
0004 |
Error |
v2_control_timed.action_type is not of type [‘text’] |
0004 |
Error |
v2_control_timed.action_table is not of type [‘text’] |
0004 |
Error |
v2_control_timed.target_type is not of type [‘text’] |
0004 |
Error |
v2_control_timed.target_id is not of type [‘integer’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_cross_section_definition.id should to be unique |
0003 |
Error |
v2_cross_section_definition.id cannot be null |
0004 |
Error |
v2_cross_section_definition.id is not of type [‘integer’] |
0004 |
Error |
v2_cross_section_definition.width is not of type [‘text’] |
0004 |
Error |
v2_cross_section_definition.height is not of type [‘text’] |
0004 |
Error |
v2_cross_section_definition.shape is not of type [‘integer’] |
0004 |
Error |
v2_cross_section_definition.code is not of type [‘text’] |
0007 |
Error |
v2_cross_section_definition.shape is not one of {0, 1, 2, 3, 5, 6, 7, 8} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_cross_section_location.definition_id refers to a non-existing v2_cross_section_definition |
0001 |
Error |
v2_cross_section_location.channel_id refers to a non-existing v2_channel |
0002 |
Error |
v2_cross_section_location.id should to be unique |
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.friction_type cannot be null |
0003 |
Error |
v2_cross_section_location.friction_value cannot be null |
0003 |
Error |
v2_cross_section_location.the_geom 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 |
0004 |
Error |
v2_cross_section_location.id is not of type [‘integer’] |
0004 |
Error |
v2_cross_section_location.code is not of type [‘text’] |
0004 |
Error |
v2_cross_section_location.reference_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_cross_section_location.friction_type is not of type [‘integer’] |
0004 |
Error |
v2_cross_section_location.friction_value is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_cross_section_location.bank_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_cross_section_location.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_cross_section_location.channel_id is not of type [‘integer’] |
0004 |
Error |
v2_cross_section_location.definition_id is not of type [‘integer’] |
0005 |
Error |
v2_cross_section_location.the_geom is an invalid geometry |
0006 |
Error |
v2_cross_section_location.the_geom has invalid geometry type, expected POINT |
0007 |
Error |
v2_cross_section_location.friction_type is not one of {1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
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 |
0002 |
Error |
v2_culvert.id should to be unique |
0003 |
Error |
v2_culvert.id cannot be null |
0003 |
Error |
v2_culvert.friction_value cannot be null |
0003 |
Error |
v2_culvert.friction_type cannot be null |
0003 |
Error |
v2_culvert.invert_level_start_point cannot be null |
0003 |
Error |
v2_culvert.invert_level_end_point cannot be null |
0003 |
Error |
v2_culvert.connection_node_start_id cannot be null |
0003 |
Error |
v2_culvert.connection_node_end_id cannot be null |
0003 |
Error |
v2_culvert.cross_section_definition_id cannot be null |
0004 |
Error |
v2_culvert.id is not of type [‘integer’] |
0004 |
Error |
v2_culvert.display_name is not of type [‘text’] |
0004 |
Error |
v2_culvert.code is not of type [‘text’] |
0004 |
Error |
v2_culvert.calculation_type is not of type [‘integer’] |
0004 |
Error |
v2_culvert.friction_value is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_culvert.friction_type is not of type [‘integer’] |
0004 |
Error |
v2_culvert.dist_calc_points is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_culvert.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_culvert.discharge_coefficient_positive is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_culvert.discharge_coefficient_negative is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_culvert.invert_level_start_point is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_culvert.invert_level_end_point is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_culvert.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_culvert.connection_node_start_id is not of type [‘integer’] |
0004 |
Error |
v2_culvert.connection_node_end_id is not of type [‘integer’] |
0004 |
Error |
v2_culvert.cross_section_definition_id is not of type [‘integer’] |
0005 |
Error |
v2_culvert.the_geom is an invalid geometry |
0006 |
Error |
v2_culvert.the_geom has invalid geometry type, expected LINESTRING |
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} |
0007 |
Info |
v2_culvert.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_dem_average_area.id should to be unique |
0003 |
Error |
v2_dem_average_area.id cannot be null |
0003 |
Error |
v2_dem_average_area.the_geom cannot be null |
0004 |
Error |
v2_dem_average_area.id is not of type [‘integer’] |
0004 |
Error |
v2_dem_average_area.the_geom is not of type [‘blob’] |
0005 |
Warning |
v2_dem_average_area.the_geom is an invalid geometry |
0006 |
Error |
v2_dem_average_area.the_geom has invalid geometry type, expected POLYGON |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_exchange_line.channel_id refers to a non-existing v2_channel |
0002 |
Error |
v2_exchange_line.id should to be unique |
0003 |
Error |
v2_exchange_line.id cannot be null |
0003 |
Error |
v2_exchange_line.the_geom cannot be null |
0003 |
Error |
v2_exchange_line.channel_id cannot be null |
0004 |
Error |
v2_exchange_line.id is not of type [‘integer’] |
0004 |
Error |
v2_exchange_line.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_exchange_line.channel_id is not of type [‘integer’] |
0004 |
Error |
v2_exchange_line.exchange_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0005 |
Error |
v2_exchange_line.the_geom is an invalid geometry |
0006 |
Error |
v2_exchange_line.the_geom has invalid geometry type, expected LINESTRING |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_floodfill.id should to be unique |
0003 |
Error |
v2_floodfill.id cannot be null |
0004 |
Error |
v2_floodfill.id is not of type [‘integer’] |
0004 |
Error |
v2_floodfill.waterlevel is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_floodfill.the_geom is not of type [‘blob’] |
0005 |
Error |
v2_floodfill.the_geom is an invalid geometry |
0006 |
Error |
v2_floodfill.the_geom has invalid geometry type, expected POINT |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_global_settings.groundwater_settings_id refers to a non-existing v2_groundwater |
0001 |
Error |
v2_global_settings.numerical_settings_id refers to a non-existing v2_numerical_settings |
0001 |
Error |
v2_global_settings.control_group_id refers to a non-existing v2_control_group |
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_global_settings.interflow_settings_id refers to a non-existing v2_interflow |
0002 |
Error |
v2_global_settings.id should to be unique |
0003 |
Error |
v2_global_settings.id cannot be null |
0003 |
Error |
v2_global_settings.use_2d_flow cannot be null |
0003 |
Error |
v2_global_settings.use_1d_flow cannot be null |
0003 |
Error |
v2_global_settings.sim_time_step cannot be null |
0003 |
Error |
v2_global_settings.output_time_step cannot be null |
0003 |
Error |
v2_global_settings.grid_space cannot be null |
0003 |
Error |
v2_global_settings.dist_calc_points cannot be null |
0003 |
Error |
v2_global_settings.kmax cannot be null |
0003 |
Error |
v2_global_settings.table_step_size cannot be null |
0003 |
Error |
v2_global_settings.flooding_threshold 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.frict_type cannot be null |
0003 |
Error |
v2_global_settings.frict_coef cannot be null |
0003 |
Error |
v2_global_settings.initial_waterlevel cannot be null |
0003 |
Error |
v2_global_settings.dem_obstacle_detection cannot be null |
0003 |
Error |
v2_global_settings.timestep_plus cannot be null |
0003 |
Error |
v2_global_settings.minimum_sim_time_step cannot be null |
0003 |
Error |
v2_global_settings.frict_avg cannot be null |
0003 |
Error |
v2_global_settings.use_0d_inflow cannot be null |
0003 |
Error |
v2_global_settings.use_2d_rain cannot be null |
0003 |
Error |
v2_global_settings.numerical_settings_id cannot be null |
0004 |
Error |
v2_global_settings.id is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.use_2d_flow is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.use_1d_flow is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.manhole_storage_area is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.name is not of type [‘text’] |
0004 |
Error |
v2_global_settings.sim_time_step is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.output_time_step is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.nr_timesteps is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.start_time is not of type [‘text’] |
0004 |
Error |
v2_global_settings.start_date is not of type [‘text’] |
0004 |
Error |
v2_global_settings.grid_space is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.dist_calc_points is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.kmax is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.guess_dams is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.table_step_size is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.maximum_table_step_size is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.flooding_threshold is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.advection_1d is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.advection_2d is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.dem_file is not of type [‘text’] |
0004 |
Error |
v2_global_settings.frict_type is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.frict_coef is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.frict_coef_file is not of type [‘text’] |
0004 |
Error |
v2_global_settings.water_level_ini_type is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.initial_waterlevel is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.initial_waterlevel_file is not of type [‘text’] |
0004 |
Error |
v2_global_settings.interception_global is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.interception_file is not of type [‘text’] |
0004 |
Error |
v2_global_settings.dem_obstacle_detection is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.dem_obstacle_height is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.embedded_cutoff_threshold is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.epsg_code is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.timestep_plus is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.max_angle_1d_advection is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.minimum_sim_time_step is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.maximum_sim_time_step is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.frict_avg is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.wind_shielding_file is not of type [‘text’] |
0004 |
Error |
v2_global_settings.use_0d_inflow is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.table_step_size_1d is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.use_2d_rain is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.initial_groundwater_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_global_settings.initial_groundwater_level_file is not of type [‘text’] |
0004 |
Error |
v2_global_settings.initial_groundwater_level_type is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.numerical_settings_id is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.interflow_settings_id is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.control_group_id is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.simple_infiltration_settings_id is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.groundwater_settings_id is not of type [‘integer’] |
0004 |
Error |
v2_global_settings.vegetation_drag_settings_id is not of type [‘integer’] |
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_type is not one of {1, 2} |
0007 |
Error |
v2_global_settings.water_level_ini_type is not one of {0, 1, 2} |
0007 |
Error |
v2_global_settings.frict_avg is not one of {0, 1} |
0007 |
Error |
v2_global_settings.use_0d_inflow is not one of {0, 1, 2} |
0007 |
Error |
v2_global_settings.initial_groundwater_level_type is not one of {0, 1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_grid_refinement.id should to be unique |
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 |
0004 |
Error |
v2_grid_refinement.id is not of type [‘integer’] |
0004 |
Error |
v2_grid_refinement.display_name is not of type [‘text’] |
0004 |
Error |
v2_grid_refinement.refinement_level is not of type [‘integer’] |
0004 |
Error |
v2_grid_refinement.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_grid_refinement.code is not of type [‘text’] |
0005 |
Warning |
v2_grid_refinement.the_geom is an invalid geometry |
0006 |
Error |
v2_grid_refinement.the_geom has invalid geometry type, expected LINESTRING |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_grid_refinement_area.id should to be unique |
0003 |
Error |
v2_grid_refinement_area.id cannot be null |
0003 |
Error |
v2_grid_refinement_area.refinement_level cannot be null |
0003 |
Error |
v2_grid_refinement_area.the_geom cannot be null |
0004 |
Error |
v2_grid_refinement_area.id is not of type [‘integer’] |
0004 |
Error |
v2_grid_refinement_area.display_name is not of type [‘text’] |
0004 |
Error |
v2_grid_refinement_area.refinement_level is not of type [‘integer’] |
0004 |
Error |
v2_grid_refinement_area.code is not of type [‘text’] |
0004 |
Error |
v2_grid_refinement_area.the_geom is not of type [‘blob’] |
0005 |
Warning |
v2_grid_refinement_area.the_geom is an invalid geometry |
0006 |
Error |
v2_grid_refinement_area.the_geom has invalid geometry type, expected POLYGON |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_groundwater.id should to be unique |
0003 |
Error |
v2_groundwater.id cannot be null |
0004 |
Error |
v2_groundwater.id is not of type [‘integer’] |
0004 |
Error |
v2_groundwater.groundwater_impervious_layer_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_groundwater.groundwater_impervious_layer_level_file is not of type [‘text’] |
0004 |
Error |
v2_groundwater.groundwater_impervious_layer_level_type is not of type [‘integer’] |
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_groundwater.equilibrium_infiltration_rate is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_groundwater.equilibrium_infiltration_rate_file is not of type [‘text’] |
0004 |
Error |
v2_groundwater.equilibrium_infiltration_rate_type is not of type [‘integer’] |
0004 |
Error |
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 |
Error |
v2_groundwater.initial_infiltration_rate_type is not of type [‘integer’] |
0004 |
Error |
v2_groundwater.infiltration_decay_period is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_groundwater.infiltration_decay_period_file is not of type [‘text’] |
0004 |
Error |
v2_groundwater.infiltration_decay_period_type is not of type [‘integer’] |
0004 |
Error |
v2_groundwater.groundwater_hydro_connectivity is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_groundwater.groundwater_hydro_connectivity_file is not of type [‘text’] |
0004 |
Error |
v2_groundwater.groundwater_hydro_connectivity_type is not of type [‘integer’] |
0004 |
Error |
v2_groundwater.display_name is not of type [‘text’] |
0004 |
Error |
v2_groundwater.leakage is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_groundwater.leakage_file is not of type [‘text’] |
0007 |
Error |
v2_groundwater.groundwater_impervious_layer_level_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_groundwater.equilibrium_infiltration_rate_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.infiltration_decay_period_type is not one of {0, 1, 2} |
0007 |
Error |
v2_groundwater.groundwater_hydro_connectivity_type is not one of {0, 1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_impervious_surface.id should to be unique |
0003 |
Error |
v2_impervious_surface.id cannot be null |
0003 |
Error |
v2_impervious_surface.surface_inclination cannot be null |
0003 |
Error |
v2_impervious_surface.surface_class cannot be null |
0004 |
Error |
v2_impervious_surface.id is not of type [‘integer’] |
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.surface_inclination is not of type [‘text’] |
0004 |
Error |
v2_impervious_surface.surface_class is not of type [‘text’] |
0004 |
Error |
v2_impervious_surface.surface_sub_class is not of type [‘text’] |
0004 |
Error |
v2_impervious_surface.zoom_category 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.area is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_impervious_surface.dry_weather_flow is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_impervious_surface.the_geom is not of type [‘blob’] |
0005 |
Warning |
v2_impervious_surface.the_geom is an invalid geometry |
0006 |
Error |
v2_impervious_surface.the_geom has invalid geometry type, expected GEOMETRY |
0007 |
Error |
v2_impervious_surface.surface_inclination is not one of {‘hellend’, ‘uitgestrekt’, ‘vlak’} |
0007 |
Error |
v2_impervious_surface.surface_class is not one of {‘open verharding’, ‘pand’, ‘half verhard’, ‘onverhard’, ‘gesloten verharding’} |
0007 |
Info |
v2_impervious_surface.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
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 |
0002 |
Error |
v2_impervious_surface_map.id should to be unique |
0003 |
Error |
v2_impervious_surface_map.id cannot be null |
0003 |
Error |
v2_impervious_surface_map.percentage cannot be null |
0003 |
Error |
v2_impervious_surface_map.impervious_surface_id cannot be null |
0003 |
Error |
v2_impervious_surface_map.connection_node_id cannot be null |
0004 |
Error |
v2_impervious_surface_map.id is not of type [‘integer’] |
0004 |
Error |
v2_impervious_surface_map.percentage is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_impervious_surface_map.impervious_surface_id is not of type [‘integer’] |
0004 |
Error |
v2_impervious_surface_map.connection_node_id is not of type [‘integer’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_interflow.id should to be unique |
0003 |
Error |
v2_interflow.id cannot be null |
0003 |
Error |
v2_interflow.interflow_type cannot be null |
0004 |
Error |
v2_interflow.id is not of type [‘integer’] |
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_interflow.impervious_layer_elevation is not of type [‘integer’, ‘numeric’, ‘real’] |
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.display_name is not of type [‘text’] |
0007 |
Error |
v2_interflow.interflow_type is not one of {0, 1, 2, 3, 4} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_1d_lateral.connection_node_id refers to a non-existing v2_connection_nodes |
0002 |
Error |
v2_1d_lateral.id should to be unique |
0003 |
Error |
v2_1d_lateral.id cannot be null |
0003 |
Error |
v2_1d_lateral.connection_node_id cannot be null |
0003 |
Error |
v2_1d_lateral.timeseries cannot be null |
0004 |
Error |
v2_1d_lateral.id is not of type [‘integer’] |
0004 |
Error |
v2_1d_lateral.connection_node_id is not of type [‘integer’] |
0004 |
Error |
v2_1d_lateral.timeseries is not of type [‘text’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_2d_lateral.id should to be unique |
0003 |
Error |
v2_2d_lateral.id cannot be null |
0003 |
Error |
v2_2d_lateral.type cannot be null |
0003 |
Error |
v2_2d_lateral.the_geom cannot be null |
0003 |
Error |
v2_2d_lateral.timeseries cannot be null |
0004 |
Error |
v2_2d_lateral.id is not of type [‘integer’] |
0004 |
Error |
v2_2d_lateral.type is not of type [‘integer’] |
0004 |
Error |
v2_2d_lateral.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_2d_lateral.timeseries is not of type [‘text’] |
0005 |
Error |
v2_2d_lateral.the_geom is an invalid geometry |
0006 |
Error |
v2_2d_lateral.the_geom has invalid geometry type, expected POINT |
0007 |
Error |
v2_2d_lateral.type is not one of {1} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_manhole.connection_node_id refers to a non-existing v2_connection_nodes |
0002 |
Error |
v2_manhole.id should to be unique |
0002 |
Error |
v2_manhole.connection_node_id should to be unique |
0003 |
Error |
v2_manhole.id cannot be null |
0003 |
Error |
v2_manhole.bottom_level cannot be null |
0003 |
Error |
v2_manhole.connection_node_id cannot be null |
0004 |
Error |
v2_manhole.id is not of type [‘integer’] |
0004 |
Error |
v2_manhole.display_name is not of type [‘text’] |
0004 |
Error |
v2_manhole.code is not of type [‘text’] |
0004 |
Error |
v2_manhole.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_manhole.shape is not of type [‘text’] |
0004 |
Error |
v2_manhole.width is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_manhole.length is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_manhole.surface_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_manhole.bottom_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_manhole.drain_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_manhole.sediment_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_manhole.manhole_indicator is not of type [‘integer’] |
0004 |
Error |
v2_manhole.calculation_type is not of type [‘integer’] |
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.connection_node_id is not of type [‘integer’] |
0007 |
Info |
v2_manhole.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0007 |
Error |
v2_manhole.calculation_type is not one of {0, 1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_numerical_settings.id should to be unique |
0003 |
Error |
v2_numerical_settings.id cannot be null |
0004 |
Error |
v2_numerical_settings.id 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.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_nonlin_iterations is not of type [‘integer’] |
0004 |
Error |
v2_numerical_settings.max_degree 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’] |
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} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_obstacle.id should to be unique |
0003 |
Error |
v2_obstacle.id cannot be null |
0003 |
Error |
v2_obstacle.crest_level cannot be null |
0003 |
Error |
v2_obstacle.the_geom cannot be null |
0004 |
Error |
v2_obstacle.id 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.the_geom is not of type [‘blob’] |
0005 |
Error |
v2_obstacle.the_geom is an invalid geometry |
0006 |
Error |
v2_obstacle.the_geom has invalid geometry type, expected LINESTRING |
0008 |
Error |
id must be a positive signed 32-bit integer. |
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 |
0002 |
Error |
v2_orifice.id should to be unique |
0003 |
Error |
v2_orifice.id cannot be null |
0003 |
Error |
v2_orifice.crest_type cannot be null |
0003 |
Error |
v2_orifice.crest_level cannot be null |
0003 |
Error |
v2_orifice.connection_node_start_id cannot be null |
0003 |
Error |
v2_orifice.connection_node_end_id cannot be null |
0003 |
Error |
v2_orifice.cross_section_definition_id cannot be null |
0004 |
Error |
v2_orifice.id is not of type [‘integer’] |
0004 |
Error |
v2_orifice.code is not of type [‘text’] |
0004 |
Error |
v2_orifice.display_name is not of type [‘text’] |
0004 |
Error |
v2_orifice.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_orifice.crest_type is not of type [‘integer’] |
0004 |
Error |
v2_orifice.crest_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_orifice.friction_value is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_orifice.friction_type is not of type [‘integer’] |
0004 |
Error |
v2_orifice.discharge_coefficient_positive is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_orifice.discharge_coefficient_negative is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_orifice.sewerage is not of type [‘integer’] |
0004 |
Error |
v2_orifice.connection_node_start_id is not of type [‘integer’] |
0004 |
Error |
v2_orifice.connection_node_end_id is not of type [‘integer’] |
0004 |
Error |
v2_orifice.cross_section_definition_id is not of type [‘integer’] |
0007 |
Info |
v2_orifice.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0007 |
Error |
v2_orifice.crest_type is not one of {3, 4} |
0007 |
Error |
v2_orifice.friction_type is not one of {1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_pipe.connection_node_start_id refers to a non-existing v2_connection_nodes |
0001 |
Error |
v2_pipe.connection_node_end_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 |
0002 |
Error |
v2_pipe.id should to be unique |
0003 |
Error |
v2_pipe.id cannot be null |
0003 |
Error |
v2_pipe.calculation_type cannot be null |
0003 |
Error |
v2_pipe.invert_level_start_point cannot be null |
0003 |
Error |
v2_pipe.invert_level_end_point cannot be null |
0003 |
Error |
v2_pipe.friction_value cannot be null |
0003 |
Error |
v2_pipe.friction_type cannot be null |
0003 |
Error |
v2_pipe.connection_node_start_id cannot be null |
0003 |
Error |
v2_pipe.connection_node_end_id cannot be null |
0003 |
Error |
v2_pipe.cross_section_definition_id cannot be null |
0004 |
Error |
v2_pipe.id is not of type [‘integer’] |
0004 |
Error |
v2_pipe.display_name is not of type [‘text’] |
0004 |
Error |
v2_pipe.code is not of type [‘text’] |
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.calculation_type is not of type [‘integer’] |
0004 |
Error |
v2_pipe.invert_level_start_point is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_pipe.invert_level_end_point is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_pipe.friction_value is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_pipe.friction_type is not of type [‘integer’] |
0004 |
Error |
v2_pipe.dist_calc_points 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.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_pipe.connection_node_start_id is not of type [‘integer’] |
0004 |
Error |
v2_pipe.connection_node_end_id is not of type [‘integer’] |
0004 |
Error |
v2_pipe.cross_section_definition_id is not of type [‘integer’] |
0004 |
Error |
v2_pipe.exchange_thickness 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’] |
0007 |
Info |
v2_pipe.sewerage_type is not one of {0, 1, 2, 3, 4, 5, 6, 7} |
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} |
0007 |
Info |
v2_pipe.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_potential_breach.channel_id refers to a non-existing v2_channel |
0002 |
Error |
v2_potential_breach.id should to be unique |
0003 |
Error |
v2_potential_breach.id cannot be null |
0003 |
Error |
v2_potential_breach.the_geom cannot be null |
0003 |
Error |
v2_potential_breach.channel_id cannot be null |
0004 |
Error |
v2_potential_breach.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.maximum_breach_depth is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_potential_breach.levee_material is not of type [‘integer’] |
0004 |
Error |
v2_potential_breach.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_potential_breach.channel_id is not of type [‘integer’] |
0005 |
Error |
v2_potential_breach.the_geom is an invalid geometry |
0006 |
Error |
v2_potential_breach.the_geom has invalid geometry type, expected LINESTRING |
0007 |
Error |
v2_potential_breach.levee_material is not one of {1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
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 |
0002 |
Error |
v2_pumpstation.id should to be unique |
0003 |
Error |
v2_pumpstation.id cannot be null |
0003 |
Error |
v2_pumpstation.type cannot be null |
0003 |
Error |
v2_pumpstation.start_level cannot be null |
0003 |
Error |
v2_pumpstation.lower_stop_level cannot be null |
0003 |
Error |
v2_pumpstation.capacity cannot be null |
0003 |
Error |
v2_pumpstation.connection_node_start_id cannot be null |
0004 |
Error |
v2_pumpstation.id is not of type [‘integer’] |
0004 |
Error |
v2_pumpstation.code is not of type [‘text’] |
0004 |
Error |
v2_pumpstation.display_name is not of type [‘text’] |
0004 |
Error |
v2_pumpstation.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_pumpstation.classification is not of type [‘integer’] |
0004 |
Error |
v2_pumpstation.sewerage is not of type [‘integer’] |
0004 |
Error |
v2_pumpstation.type is not of type [‘integer’] |
0004 |
Error |
v2_pumpstation.start_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_pumpstation.lower_stop_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_pumpstation.upper_stop_level is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_pumpstation.capacity is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_pumpstation.connection_node_start_id is not of type [‘integer’] |
0004 |
Error |
v2_pumpstation.connection_node_end_id is not of type [‘integer’] |
0007 |
Info |
v2_pumpstation.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0007 |
Error |
v2_pumpstation.type is not one of {1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_simple_infiltration.id should to be unique |
0003 |
Error |
v2_simple_infiltration.id cannot be null |
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_simple_infiltration.display_name is not of type [‘text’] |
0007 |
Error |
v2_simple_infiltration.infiltration_surface_option is not one of {0, 1, 2} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_surface.surface_parameters_id refers to a non-existing v2_surface_parameters |
0002 |
Error |
v2_surface.id should to be unique |
0003 |
Error |
v2_surface.id cannot be null |
0003 |
Error |
v2_surface.surface_parameters_id cannot be null |
0004 |
Error |
v2_surface.id is not of type [‘integer’] |
0004 |
Error |
v2_surface.display_name is not of type [‘text’] |
0004 |
Error |
v2_surface.code is not of type [‘text’] |
0004 |
Error |
v2_surface.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_surface.nr_of_inhabitants is not of type [‘integer’, ‘numeric’, ‘real’] |
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.area 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’] |
0005 |
Warning |
v2_surface.the_geom is an invalid geometry |
0006 |
Error |
v2_surface.the_geom has invalid geometry type, expected GEOMETRY |
0007 |
Info |
v2_surface.zoom_category is not one of {0, 1, 2, 3, 4, 5} |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0001 |
Error |
v2_surface_map.connection_node_id refers to a non-existing v2_connection_nodes |
0002 |
Error |
v2_surface_map.id should to be unique |
0003 |
Error |
v2_surface_map.id cannot be null |
0003 |
Error |
v2_surface_map.surface_id cannot be null |
0003 |
Error |
v2_surface_map.connection_node_id cannot be null |
0004 |
Error |
v2_surface_map.id is not of type [‘integer’] |
0004 |
Error |
v2_surface_map.surface_id is not of type [‘integer’] |
0004 |
Error |
v2_surface_map.connection_node_id is not of type [‘integer’] |
0004 |
Error |
v2_surface_map.percentage is not of type [‘integer’, ‘numeric’, ‘real’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_surface_parameters.id should to be unique |
0003 |
Error |
v2_surface_parameters.id cannot be null |
0003 |
Error |
v2_surface_parameters.outflow_delay cannot be null |
0003 |
Error |
v2_surface_parameters.surface_layer_thickness cannot be null |
0003 |
Error |
v2_surface_parameters.infiltration cannot be null |
0003 |
Error |
v2_surface_parameters.max_infiltration_capacity cannot be null |
0003 |
Error |
v2_surface_parameters.min_infiltration_capacity cannot be null |
0003 |
Error |
v2_surface_parameters.infiltration_decay_constant cannot be null |
0003 |
Error |
v2_surface_parameters.infiltration_recovery_constant cannot be null |
0004 |
Error |
v2_surface_parameters.id is not of type [‘integer’] |
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_surface_parameters.infiltration is not of type [‘integer’] |
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.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’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0002 |
Error |
v2_vegetation_drag.id should to be unique |
0003 |
Error |
v2_vegetation_drag.id cannot be null |
0004 |
Error |
v2_vegetation_drag.id is not of type [‘integer’] |
0004 |
Error |
v2_vegetation_drag.display_name 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_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’] |
0008 |
Error |
id must be a positive signed 32-bit integer. |
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_weir.connection_node_end_id refers to a non-existing v2_connection_nodes |
0002 |
Error |
v2_weir.id should to be unique |
0003 |
Error |
v2_weir.id cannot be null |
0003 |
Error |
v2_weir.crest_level cannot be null |
0003 |
Error |
v2_weir.crest_type cannot be null |
0003 |
Error |
v2_weir.connection_node_start_id cannot be null |
0003 |
Error |
v2_weir.connection_node_end_id cannot be null |
0003 |
Error |
v2_weir.cross_section_definition_id cannot be null |
0004 |
Error |
v2_weir.id is not of type [‘integer’] |
0004 |
Error |
v2_weir.code is not of type [‘text’] |
0004 |
Error |
v2_weir.display_name is not of type [‘text’] |
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.friction_value is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_weir.friction_type is not of type [‘integer’] |
0004 |
Error |
v2_weir.discharge_coefficient_positive is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_weir.discharge_coefficient_negative is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_weir.sewerage is not of type [‘integer’] |
0004 |
Error |
v2_weir.external is not of type [‘integer’] |
0004 |
Error |
v2_weir.zoom_category is not of type [‘integer’] |
0004 |
Error |
v2_weir.connection_node_start_id is not of type [‘integer’] |
0004 |
Error |
v2_weir.connection_node_end_id is not of type [‘integer’] |
0004 |
Error |
v2_weir.cross_section_definition_id is not of type [‘integer’] |
0007 |
Error |
v2_weir.crest_type is not one of {3, 4} |
0007 |
Error |
v2_weir.friction_type is not one of {1, 2} |
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. |
0001 |
Error |
v2_windshielding.channel_id refers to a non-existing v2_channel |
0002 |
Error |
v2_windshielding.id should to be unique |
0003 |
Error |
v2_windshielding.id cannot be null |
0003 |
Error |
v2_windshielding.channel_id cannot be null |
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.east is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_windshielding.southeast is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_windshielding.south is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_windshielding.southwest is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_windshielding.west is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_windshielding.northwest is not of type [‘integer’, ‘numeric’, ‘real’] |
0004 |
Error |
v2_windshielding.the_geom is not of type [‘blob’] |
0004 |
Error |
v2_windshielding.channel_id is not of type [‘integer’] |
0005 |
Error |
v2_windshielding.the_geom is an invalid geometry |
0006 |
Error |
v2_windshielding.the_geom has invalid geometry type, expected POINT |
0008 |
Error |
id must be a positive signed 32-bit integer. |
0021 |
Error |
v2_cross_section_location.friction_value is <0 |
0021 |
Error |
v2_culvert.friction_value is <0 |
0021 |
Error |
v2_pipe.friction_value is <0 |
0021 |
Error |
v2_orifice.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 |
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_weir.discharge_coefficient_negative is <0 |
0041 |
Error |
v2_orifice.discharge_coefficient_negative is <0 |
0042 |
Error |
v2_culvert.discharge_coefficient_positive is <0 |
0042 |
Error |
v2_weir.discharge_coefficient_positive is <0 |
0042 |
Error |
v2_orifice.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_pipe.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 |
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_pipe.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. |
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. |
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 |
Error |
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 |
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.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 {8, 2, 3} |
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 monotonically 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_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. |
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. |
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. |
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. |
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_weir.crest_level should be higher than or equal to v2_manhole.bottom_level for all the connected manholes. |
0108 |
Warning |
v2_orifice.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. |
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 |
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_simple_infiltration is defined, but not referred to in v2_global_settings.simple_infiltration_settings_id |
0326 |
Info |
v2_interflow is defined, but not referred to in v2_global_settings.interflow_settings_id |
0326 |
Info |
v2_groundwater is defined, but not referred to in v2_global_settings.groundwater_settings_id |
0326 |
Info |
v2_numerical_settings is defined, but not referred to in v2_global_settings.numerical_settings_id |
0326 |
Info |
v2_control_group is defined, but not referred to in v2_global_settings.control_group_id |
0326 |
Info |
v2_vegetation_drag is defined, but not referred to in v2_global_settings.vegetation_drag_settings_id |
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 |
Error |
v2_simple_infiltration.infiltration_rate must be defined. |
0404 |
Warning |
v2_simple_infiltration.infiltration_rate is recommended as fallback value when using an infiltration_rate_file. |
0405 |
Error |
v2_groundwater.equilibrium_infiltration_rate must be defined when not using an equilibrium_infiltration_rate_file. |
0405 |
Warning |
v2_groundwater.equilibrium_infiltration_rate is recommended as fallback value when 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 |
Error |
v2_groundwater.infiltration_decay_period must be defined when not using an infiltration_decay_period_file. |
0407 |
Warning |
v2_groundwater.infiltration_decay_period is recommended as fallback value when 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 |
Error |
v2_groundwater.groundwater_impervious_layer_level must be defined when not using an groundwater_impervious_layer_level_file |
0410 |
Warning |
v2_groundwater.groundwater_impervious_layer_level is recommended as fallback value when using a 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 |
Error |
v2_groundwater.initial_infiltration_rate must be defined when not using a initial_infiltration_rate_file. |
0412 |
Warning |
v2_groundwater.initial_infiltration_rate is recommended as fallback value when 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 |
Error |
v2_groundwater.phreatic_storage_capacity must be defined when not using a phreatic_storage_capacity_file. |
0414 |
Warning |
v2_groundwater.phreatic_storage_capacity is recommended as fallback value when 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 |
Error |
v2_interflow.porosity must be defined when not using a porosity_file. |
0416 |
Warning |
v2_interflow.porosity is recommended as fallback value when 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 |
Error |
v2_interflow.hydraulic_conductivity must be defined when not using a hydraulic_conductivity_file. |
0419 |
Warning |
v2_interflow.hydraulic_conductivity is recommended as fallback value when 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_surface.area is <0 |
0602 |
Warning |
v2_surface.dry_weather_flow is <0 |
0603 |
Error |
v2_surface_map.percentage is <0 |
0604 |
Warning |
v2_surface_map.percentage is >100 |
0605 |
Error |
v2_surface.nr_of_inhabitants is <0 |
0612 |
Warning |
v2_surface_map will be ignored because it is connected to a 1D boundary condition. |
0601 |
Error |
v2_impervious_surface.area is <0 |
0602 |
Warning |
v2_impervious_surface.dry_weather_flow is <0 |
0603 |
Error |
v2_impervious_surface_map.percentage is <0 |
0604 |
Warning |
v2_impervious_surface_map.percentage is >100 |
0605 |
Error |
v2_impervious_surface.nr_of_inhabitants is <0 |
0612 |
Warning |
v2_impervious_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. |
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. |
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_vegetation_drag.vegetation_stem_diameter_file has no CRS. |
0780 |
Error |
The file in v2_vegetation_drag.vegetation_drag_coefficient_file has no CRS. |
0779 |
Error |
The file in v2_global_settings.dem_file does not use a projected 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. |
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 |
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 |
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.sim_time_step is <=0 |
1105 |
Error |
v2_global_settings.minimum_sim_time_step is <=0 |
1105 |
Error |
v2_global_settings.maximum_sim_time_step is <=0 |
1105 |
Error |
v2_global_settings.output_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 [‘flow_variable’, ‘aggregation_method’] 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 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 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 simple_infiltration. |
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 leakage. |
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 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_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_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 current and flow_variable is volume. |
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 surface_source_sink_discharge. |
1200 |
Error |
v2_1d_boundary_conditions.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_1d_lateral.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_2d_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_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_2d_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_lateral.timeseries contains an invalid value, expected a float |
1203 |
Error |
v2_1d_boundary_conditions.timeseries should be monotonically increasing |
1203 |
Error |
v2_2d_boundary_conditions.timeseries should be monotonically increasing |
1203 |
Error |
v2_1d_lateral.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. |