Error messages
    • 26 Jul 2022
    • 14 Minutes to read
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    Error messages

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    Article Summary

    The following error messages may be encountered when using the 1D urban solver.

    Error Code

    Error Message

    Information

    101

    Memory allocation error

    There is not enough physical memory in the computer to analyse the study area.

    103

    Cannot solve KW equations for Link xxx

    The internal solver for Kinematic Wave routing failed to converge for the specified link at some stage of the simulation.

    105

    Cannot open ODE solver

    The system could not open its Ordinary Differential Equation solver.

    107

    Cannot compute a valid time step

    A valid time step for runoff or flow routing calculations (i.e., a number greater than 0) could not be computed at some stage of the simulation.

    108

    Ambiguous outlet ID name for Subcatchment xxx

    The name of the element identified as the outlet of a subcatchment belongs to both a node and a subcatchment in the project's data base.

    109

    Invalid parameter values for Aquifer xxx

    The properties entered for an aquifer object were either invalid numbers or were inconsistent with one another (e.g., the soil field capacity was higher than the porosity).

    110

    Ground elevation is below water table for Subcatchment xxx

    The ground elevation assigned to a subcatchment’s groundwater parameters cannot be below the initial water table elevation of the aquifer object used by the subcatchment.

    111

    Invalid length for Conduit xxx

    Conduits cannot have zero or negative lengths.

    113

    Invalid roughness for Conduit xxx

    Conduits cannot have zero or negative roughness values.

    114

    Invalid number of barrels for Conduit xxx

    Conduits must consist of one or more barrels.

    115

    Adverse slope for Conduit xxx

    Under Steady or Kinematic Wave routing, all conduits must have positive slopes. This can usually be corrected by reversing the inlet and outlet nodes of the conduit (i.e., right click on the conduit and select 'Reverse' from the pop-up menu that appears). Adverse slopes are permitted under Dynamic Wave routing.

    117

    No cross section defined for Link xxx

    Cross section geometry was never defined for the specified link.

    119

    Invalid cross section for Link xxx

    Either an invalid shape or invalid set of dimensions was specified for a link's cross section.

    121

    Missing or invalid pump curve assigned to Pump xxx

    Either no pump curve or an invalid type of curve was specified for a pump.

    131

    The following links form cyclic loops in the drainage system

    The Steady and Kinematic Wave flow routing methods cannot be applied to systems where a cyclic loop exists (i.e., a directed path along a set of links that begins and ends at the same node). Most often the cyclic nature of the loop can be eliminated by reversing the direction of one of its links (i.e., switching the inlet and outlet nodes of the link). The names of the links that form the loop will be listed following this message.

    133

    Node xxx has more than one outlet link

    Under Steady and Kinematic Wave flow routing, a junction node can have only a single outlet link.

    134

    Node xxx has illegal DUMMY link connections

    Only a single conduit with a DUMMY cross-section or Ideal-type pump can be directed out of a node; a node with an outgoing Dummy conduit or Ideal pump cannot have all of its incoming links be Dummy conduits and Ideal pumps; a Dummy conduit cannot have its upstream end connected to a storage node.

    135

    Divider xxx does not have two outlet links

    Flow divider nodes must have two outlet links connected to them.

    136

    Divider xxx has invalid diversion link

    The link specified as being the one carrying the diverted flow from a flow divider node was defined with a different inlet node.

    137

    Weir Divider xxx has invalid parameters

    The parameters of a Weir-type divider node either are non-positive numbers or are inconsistent (i.e., the value of the discharge coefficient times the weir height raised to the 3/2 power must be greater than the minimum flow parameter).

    138

    Node xxx has initial depth greater than maximum depth

    Self-explanatory

    139

    Regulator xxx is the outlet of a non-storage node

    Under Steady or Kinematic Wave flow routing, orifices, weirs, and outlet links can only be used as outflow links from storage nodes.

    141

    Outfall xxx has more than 1 inlet link or an outlet link

    An outfall node is only permitted to have one link attached to it.

    143

    Regulator xxx has invalid cross-section shape

    An orifice must have either a CIRCULAR or RECT_CLOSED shape, while a weir must have either a RECT_OPEN, TRAPEZOIDAL, or TRIANGULAR shape.

    145

    Drainage system has no acceptable outlet nodes

    Under Dynamic Wave flow routing, there must be at least one node designated as an outfall.

    151

    Unit Hydrograph in set xxx has invalid time base

    The time base of a Unit Hydrograph cannot be negative and if positive, must not be less than the recording interval for its rain gage.

    153

    Unit Hydrograph in set xxx has invalid response ratios

    The response ratios for a set of Unit Hydrographs (the short-, medium-, and long- term response hydrographs) must be between 0 and 1.0 and cannot add up to a value greater than 1.0

    155

    Invalid sewer area for RDII at Node xxx

    The sewer area contributing RDII inflow to a node cannot be a negative number.

    156

    Inconsistent data file name for Rain Gage xxx

    If two Rain Gages use files for their data sources and have the same Station IDs then they must also use the same data files.

    157

    Inconsistent rainfall format for Rain Gage xxx

    If two or more rain gages use the same Time Series for their rainfall data then they must all use the same data format (intensity, volume, or cumulative volume).

    158

    Time series for Rain Gage xxx is also used by another object

    A rainfall Time Series associated with a Rain Gage cannot be used by another object that is not also a Rain Gage.

    159

    Recording interval greater than time series interval for Rain Gage xxx

    The recording time interval specified for the rain gage is greater than the smallest time interval between values in the Time Series used by the gage.

    161

    Cyclic dependency in treatment functions at Node xxx

    An example would be where the removal of pollutant 1 is defined as a function of the removal of pollutant 2 while the removal of pollutant 2 is defined as a function of the removal of pollutant 1.

    171

    Curve xxx has invalid or out of sequence data

    The X-values of a curve object must be entered in increasing order.

    173

    Time Series xxx has its data out of sequence

    The time (or date/time) values of a time series must be entered in sequential order.

    181

    Invalid Snow Melt Climatology parameters

    The ATI Weight or Negative Melt Ratio parameters are not between 0 and 1 or the site latitude is not between -60 and +60 degrees.

    182

    Invalid parameters for Snow Pack xxx

    A snow pack’s minimum melt coefficient is greater than its maximum coefficient; the fractions of free water capacity or impervious ploughable area are not between 0 and 1; or the snow removal fractions sum to more than 1.0.

    183

    No type specified for LID xxx

    A named LID control has layers defined for it but its LID type was never specified.

    184

    Missing layer for LID xxx

    A required design layer is missing for the specified LID control.

    185

    Invalid parameter value for LID xxx

    An invalid value was supplied for an LID control's design parameter.

    187

    LID area exceeds total area for Subcatchment xxx

    The area of the LID controls placed within the subcatchment is greater than that of the subcatchment itself.

    188

    LID capture area exceeds total impervious area for Subcatchment xxx

    The amount of impervious area assigned to be treated by LID controls in the subcatchment exceeds the total amount of impervious area available.

    191

    Simulation start date comes after ending date

    Self-explanatory

    193

    Report start date comes after ending date

    Self-explanatory

    195

    Reporting time step is less than routing time step

    Self-explanatory

    200

    One or more errors in input file

    This message appears when one or more input file parsing errors (the 200-series errors) occur.

    201

    Too many characters in input line

    A line in the input file cannot exceed 1024 characters.

    203

    Too few items at line n of input file

    Not enough data items were supplied on a line of the input file.

    205

    Invalid keyword at line n of input file

    An unrecognised keyword was encountered when parsing a line of the input file.

    207

    Duplicate ID name at line n of input file

    An ID name used for an object was already assigned to an object of the same category.

    209

    Undefined object xxx at line n of input file

    A reference was made to an object that was never defined. An example would be if node 123 were designated as the outlet point of a subcatchment, yet no such node was ever defined in the study area.

    211

    Invalid number xxx at line n of input file

    Either a string value was encountered where a numerical value was expected or an invalid number (e.g., a negative value) was supplied.

    213

    Invalid date/time xxx at line n of input file

    An invalid format for a date or time was encountered. Dates must be entered as month/day/year and times as either decimal hours or as hour:minute:second.

    217

    Control rule clause out of sequence at line n of input file

    Errors of this nature can occur when the format for writing control rules is not followed correctly (see Section C.3).

    219

    Data provided for unidentified transect at line n of input file

    A GR line with Station-Elevation data was encountered in the [TRANSECTS] section of the input file after an NC line but before any X1 line that contains the transect’s ID name.

    221

    Transect station out of sequence at line n of input file

    The station distances specified for the transect of an irregular cross section must be in increasing numerical order starting from the left bank.

    223

    Transect xxx has too few stations

    A transect for an irregular cross section must have at least 2 stations defined for it.

    225

    Transect xxx has too many stations.

    A transect cannot have more than 1500 stations defined for it.

    227

    Transect xxx has no Manning's N

    No Manning’s N was specified for a transect (i.e., there was no NC line in the [TRANSECTS] section of the input file.

    229

    Transect xxx has invalid overbank locations

    The distance values specified for either the left or right overbank locations of a transect do not match any of the distances listed for the transect's stations.

    231

    Transect xxx has no depth

    All of the stations for a transect were assigned the same elevation.

    233

    Invalid treatment function expression at line n of input file

    A treatment function supplied for a pollutant at a specific node is either not a correctly formed mathematical expression or refers to unknown pollutants, process variables, or math functions.

    301

    Files share same names

    The input, report, and binary output files specified on the command line cannot have the same names.

    303

    Cannot open input file

    The input file either does not exist or cannot be opened (e.g., it might be in use by another program).

    305

    Cannot open report file

    The report file cannot be opened (e.g., it might reside in a directory to which the user does not have write privileges).

    307

    Cannot open binary results file

    The binary output file cannot be opened (e.g., it might reside in a directory to which the user does not have write privileges).

    309

    Error writing to binary results file

    There was an error in trying to write results to the binary output file (e.g., the disk might be full or the file size exceeds the limit imposed by the operating system).

    311

    Error reading from binary results file

    The command line version of the urban solver could not read results saved to the binary output file when writing results to the report file.

    313

    Cannot open scratch rainfall interface file

    The urban solver could not open the temporary file it uses to collate data together from external rainfall files.

    315

    Cannot open rainfall interface file xxx

    The urban solver could not open the specified rainfall interface file, possibly because it does not exist or because the user does not have write privileges to its directory.

    317

    Cannot open rainfall data file xxx

    An external rainfall data file could not be opened, most likely because it does not exist.

    318

    Date out of sequence in rainfall data file xxx

    An external user-prepared rainfall data file must have its entries appear in chronological order. The first out-of-order entry will be listed.

    319

    Unknown format for rainfall data file

    The urban solver could not recognise the format used for a designated rainfall data file.

    320

    Invalid format for rainfall interface file

    The urban solver was trying to read data from a designated rainfall interface file with the wrong format (i.e., it may have been created for some other project or actually be some other type of file).

    321

    No data in rainfall interface file for gage xxx

    This message occurs when a project wants to use a previously saved rainfall interface file, but cannot find any data for one of its rain gages in the interface file. It can also occur if the gage uses data from a user-prepared rainfall file and the station id entered for the gage cannot be found in the file.

    323

    Cannot open runoff interface file xxx

    A runoff interface file could not be opened, possibly because it does not exist or because the user does not have write privileges to its directory.

    325

    Incompatible data found in runoff interface file

    The urban solver was trying to read data from a designated runoff interface file with the wrong format (i.e., it may have been created for some other project or actually be some other type of file).

    327

    Attempting to read beyond end of runoff interface file

    This error can occur when a previously saved runoff interface file is being used in a simulation with a longer duration than the one that created the interface file.

    329

    Error in reading from runoff interface file

    A format error was encountered while trying to read data from a previously saved runoff interface file.

    331

    Cannot open hot start interface file xxx

    A hot start interface file could not be opened, possibly because it does not exist or because the user does not have write privileges to its directory.

    333

    Incompatible data found in hot start interface file.

    The urban solver was trying to read data from a designated hot start interface file with the wrong format (i.e., it may have been created for some other project or actually be some other type of file).

    335

    Error in reading from hot start interface file

    A format error was encountered while trying to read data from a previously saved hot start interface file.

    336

    No climate file specified for evaporation and/or wind speed

    This error occurs when the user specifies that evaporation or wind speed data will be read from an external climate file, but no name is supplied for the file.

    337

    Cannot open climate file xxx

    An external climate data file could not be opened, most likely because it does not exist.

    338

    Error in reading from climate file xxx

    The urban solver was trying to read data from an external climate file with the wrong format.

    339

    Attempt to read beyond end of climate file xxx

    The specified external climate does not include data for the period of time being simulated.

    341

    Cannot open scratch RDII interface file

    The urban solver could not open the temporary file it uses to store RDII flow data.

    343

    Cannot open RDII interface file xxx

    An RDII interface file could not be opened, possibly because it does not exist or because the user does not have write privileges to its directory.

    345

    Invalid format for RDII interface file

    The urban solver was trying to read data from a designated RDII interface file with the wrong format (i.e., it may have been created for some other project or actually be some other type of file).

    351

    Cannot open routing interface file xxx

    A routing interface file could not be opened, possibly because it does not exist or because the user does not have write privileges to its directory.

    353

    Invalid format for routing interface file xxx

    The urban solver was trying to read data from a designated routing interface file with the wrong format (i.e., it may have been created for some other project or actually be some other type of file).

    355

    Mismatched names in routing interface file xxx

    The names of pollutants found in a designated routing interface file do not match the names used in the current project.

    357

    Inflows and outflows interface files have same name

    In cases where a run uses one routing interface file to provide inflows for a set of locations and another to save outflow results, the two files cannot both have the same name.

    361

    Could not open external file used for Time Series xxx

    The external file used to provide data for the named time series could not be opened, most likely because it does not exist.

    363

    Invalid data in external file used for used for Time Series xxx

    The external file used to provide data for the named time series has one or more lines with the wrong format.


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