{-------------------------------------------------------------------}
{                    Unit:    Objprops.txt                          }
{                    Project: EPASWMM                               }
{                    Version: 5.1                                   }
{                    Date:    12/2/13     (5.1.000)                 }
{                             04/23/14    (5.1.005)                 }
{                             09/15/14    (5.1.007)                 }
{                             03/19/15    (5.1.008)                 }
{                             08/05/15    (5.1.010)                 }
{                             05/10/18    (5.1.013)                 }
{                             04/01/20    (5.1.015)                 }
{                    Author:  L. Rossman                            }
{                                                                   }
{  Constants used with EPASWMM and imported into Uproject.pas.      }
{-------------------------------------------------------------------}

const

//---------------------------
// Labels for Project objects
//---------------------------
  ObjectLabels: array[0..MAXCLASS] of PChar =
    ('Title / Notes', 'Option', 'Rain Gage', 'Subcatchment','Junction',
     'Outfall', 'Divider', 'Storage Unit', 'Conduit', 'Pump', 'Orifice',
     'Weir', 'Outlet', 'Label', 'Control Curve', 'Diversion Curve',
     'Pump Curve', 'Rating Curve', 'Shape Curve', 'Storage Curve',
     'Tidal Curve', 'Weir Curve', 'Time Series', 'Time Pattern', 'Transect',   //(5.1.013)
     'Unit Hydrograph', 'Pollutant', 'Land Use', 'Aquifer',
     'Control Rule', 'Climatology', 'Snow Pack', 'LID Control');

//---------------------------
// Labels for Project options
//---------------------------
  OptionLabels: array[0..MAXOPTIONS] of PChar =
    (
     'COMPATIBILITY',
     'REPORT_CONTROLS',
     'REPORT_INPUT',

     'FLOW_UNITS',
     'INFILTRATION',
     'FLOW_ROUTING',
     'LINK_OFFSETS',
     'MIN_SLOPE',
     'ALLOW_PONDING',
     'SKIP_STEADY_STATE',

     'IGNORE_RAINFALL',
     'IGNORE_RDII',
     'IGNORE_SNOWMELT',
     'IGNORE_GROUNDWATER',
     'IGNORE_ROUTING',
     'IGNORE_QUALITY',

     'START_DATE',
     'START_TIME',
     'REPORT_START_DATE',
     'REPORT_START_TIME',
     'END_DATE',
     'END_TIME',
     'SWEEP_START',
     'SWEEP_END',
     'DRY_DAYS',
     'REPORT_STEP',
     'WET_STEP',
     'DRY_STEP',
     'ROUTING_STEP',
     'RULE_STEP',                                                             //(5.1.013)

     'INERTIAL_DAMPING',
     'NORMAL_FLOW_LIMITED',
     'FORCE_MAIN_EQUATION',
     'SURCHARGE_METHOD',                                                       //(5.1.013)
     'VARIABLE_STEP',
     'LENGTHENING_STEP',
     'MIN_SURFAREA',
     'MAX_TRIALS',
     'HEAD_TOLERANCE',
     'SYS_FLOW_TOL',
     'LAT_FLOW_TOL',
     'MINIMUM_STEP',                                                           //(5.1.008)
     'THREADS');                                                               //(5.1.008)

//-----------------------------
// Raingage data source options
//-----------------------------
  RaingageOptions: array[0..1] of PChar =
    ('TIMESERIES', 'FILE');

  RainUnits: array[0..1] of PChar =
    ('IN', 'MM');

//---------------------------
// Flow units choices
//---------------------------
  FlowUnitsOptions: array[0..5] of PChar =
    ('CFS', 'GPM', 'MGD', 'CMS', 'LPS', 'MLD');

//---------------------------
// Link offsets choices
//---------------------------
  LinkOffsetsOptions: array[0..1] of PChar =
    ('DEPTH', 'ELEVATION');

//----------------------------
// Infiltration model options
//----------------------------
  InfilOptions: array[0..4] of PChar =
    ('HORTON', 'MODIFIED_HORTON', 'GREEN_AMPT',
     'MODIFIED_GREEN_AMPT', 'CURVE_NUMBER');                                   //(5.1.010)

//---------------------
// Temperature keywords
//---------------------
  TempKeywords: array[0..4] of PChar =
    ('TIMESERIES', 'FILE', 'WINDSPEED', 'SNOWMELT', 'ADC');

//-------------------------
// Evaporation data options
//-------------------------
  EvapOptions: array[0..4] of PChar =
    ('CONSTANT', 'TIMESERIES', 'FILE', 'MONTHLY', 'TEMPERATURE');

//----------------------
// Snowpack data options
//----------------------
  SnowpackOptions: array[0..3] of PChar =
    ('PLOWABLE', 'IMPERVIOUS', 'PERVIOUS', 'REMOVAL');

//----------------------------
// Routing method options
//----------------------------
  RoutingOptions: array[0..2] of PChar =
    ('STEADY', 'KINWAVE', 'DYNWAVE');
  OldRoutingOptions: array[0..2] of PChar =
    ('UF', 'KW', 'DW');

//----------------------------
// Dynamic Wave options
//----------------------------
  DynWaveOptions: array[0..2] of PChar =
    ('EULER', 'PICARD', 'HYBRID');

//----------------------------
// Force Main Equation Options
//----------------------------
  ForceMainEqnOptions: array[0..1] of PChar =
    ('H-W', 'D-W');

//----------------------------
// Pump Curve types
//----------------------------
  PumpTypes: array[0..3] of PChar =
    ('TYPE1', 'TYPE2', 'TYPE3', 'TYPE4');

////  Modified for release 5.1.010.  ////                                      //(5.1.010)
//----------------------------
// Weir types and their shapes
//----------------------------
  WeirTypes: array[0..4] of PChar =
    ('TRANSVERSE', 'SIDEFLOW', 'V-NOTCH', 'TRAPEZOIDAL', 'ROADWAY');
  WeirShapes: array[0..4] of PChar =
    ('RECT_OPEN', 'RECT_OPEN', 'TRIANGULAR', 'TRAPEZOIDAL', 'RECT_OPEN');
////

//---------------------------
// DWF Pattern types
//---------------------------
  PatternTypes: array[0..3] of PChar =
    ('MONTHLY', 'DAILY', 'HOURLY', 'WEEKEND');

//---------------
// Map properties
//---------------
  MapWords: array[0..1] of PChar =
    ('DIMENSIONS', 'UNITS');

//------------------------------
// Map backdrop image properties
//------------------------------
  BackdropWords: array[0..4] of PChar =
    ('FILE','DIMENSIONS','UNITS','OFFSET','SCALING');

//---------------------------
// Outfall Options
//---------------------------
  OutfallOptions: array[0..4] of PChar =
    ('FREE', 'NORMAL', 'FIXED', 'TIDAL', 'TIMESERIES');
  FREE_OUTFALL        = 0;
  NORMAL_OUTFALL      = 1;
  FIXED_OUTFALL       = 2;
  TIDAL_OUTFALL       = 3;
  TIMESERIES_OUTFALL  = 4;

//---------------------------
// Divider Options
//---------------------------
  DividerOptions: array[0..3] of PChar =
    ('CUTOFF', 'TABULAR', 'WEIR', 'OVERFLOW');
  CUTOFF_DIVIDER   = 0;
  TABULAR_DIVIDER  = 1;
  WEIR_DIVIDER     = 2;
  OVERFLOW_DIVIDER = 3;

//---------------------------
// Curve Type Options
//---------------------------
  CurveTypeOptions: array[0..10] of PChar =
    ('CONTROL', 'DIVERSION', 'PUMP1', 'PUMP2', 'PUMP3', 'PUMP4',
     'RATING', 'SHAPE', 'STORAGE',  'TIDAL', 'WEIR');                          //(5.1.013)

//--------------------------
// Months of the Year
//--------------------------
  MonthLabels: array[0..12] of PChar =
    ('All', 'Jan', 'Feb', 'Mar', 'Apr', 'May', 'Jun',
     'Jul', 'Aug', 'Sep', 'Oct', 'Nov', 'Dec');

//-------------------------------
// Unit Hydrograph Response Types
//-------------------------------
  ResponseTypes: array[0..2] of PChar =
    ('Short', 'Medium', 'Long');

//---------------------------
// Interface File Types
//---------------------------
  IfaceFileTypes: array[0..5] of PChar =
    ('RAINFALL', 'RUNOFF', 'RDII', 'HOTSTART', 'INFLOWS', 'OUTFLOWS');

//-----------------------------------------------------------------
// Project object property lists
// The fields of a TPropRecord are defined in the PropEdit.pas unit.
//-----------------------------------------------------------------

  RaingageProps: array [0..14] of TPropRecord =
   ((Name:'Name';           Style:esEdit;           Mask:emNoSpace),
    (Name:'X-Coordinate';   Style:esEdit;           Mask:emNumber;    Length:0),
    (Name:'Y-Coordinate';   Style:esEdit;           Mask:emNumber;    Length:0),
    (Name:'Description';    Style:esButton;         Mask:emNone;      Length:0),
    (Name:'Tag';            Style:esEdit;           Mask:emNoSpace;   Length:0),
    (Name:'Rain Format';    Style:esComboList;      Mask:emNone;      Length:0;
     List:'INTENSITY'#13'VOLUME'#13'CUMULATIVE'),
    (Name:'Time Interval';  Style:esComboEdit;      Mask:emNone;      Length:0;
     List:'0:01'#13'0:05'#13'0:10'#13'0:15'#13'0:20'#13'0:30'#13'1:00'+
          #13'6:00'#13'12:00'#13'24:00'),
    (Name:'Snow Catch Factor'; Style:esEdit;        Mask:emPosNumber; Length:0),
    (Name:'Data Source';    Style:esComboList;      Mask:emNone;      Length:0;
     List:'TIMESERIES'#13'FILE'),
    (Name:'TIME SERIES:';   Style:esHeading;        Mask:emNone),
    (Name:' - Series Name'; Style:esComboEdit;      Mask:emNone;      Length:0;
     List:''),
    (Name:'DATA FILE:';     Style:esHeading;        Mask:emNone),
    (Name:' - File Name';   Style:esButton;         Mask:emNone;      Length:0),
    (Name:' - Station ID';  Style:esEdit;           Mask:emNoSpace;   Length:0),
    (Name:' - Rain Units';  Style:esComboList;      Mask:emNone;      Length:0;
     List:'IN'#13'MM'));

  DefRaingage: array [0..14] of String =
    ('',           //0 - ID
     '',           //1 - X
     '',           //2 - Y
     '',           //3 - Comment
     '',           //4 - Tag
     'INTENSITY',  //5 - Format
     '1:00',       //6 - Interval
     '1.0',        //7 - Snow Catch
     'TIMESERIES', //8 - Data Source
     '',           //9
     '*',          //10 - Time Series
     '',           //11
     '*',          //12 - Data File
     '*',          //13 - Station
     'IN');        //14 - Units

  RaingageHint: array[0..14] of String =
    ('User-assigned name of rain gage',
     'X coordinate of rain gage on study area map',
     'Y coordinate of rain gage on study area map',
     'Optional comment or description',
     'Optional category or classification',
     'Type of rainfall data recorded at rain gage',
     'Data recording time interval at rain gage',
     'Correction factor applied to snowfall',
     'Source of rainfall data',
     '',
     'Name of rainfall time series (double-click to edit time series)',
     '',
     'Name of rainfall data file',
     'Station ID contained in data file',
     'Units of rainfall data');

  SubcatchProps: array [0..27] of TPropRecord =                                //(5.1.013)
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'X-Coordinate';      Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Y-Coordinate';      Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'Rain Gage';         Style:esComboEdit; Mask:emNoSpace;   Length:0;
      List:''),
     (Name:'Outlet';            Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'Area';              Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Width';             Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'% Slope';           Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'% Imperv';          Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'N-Imperv';          Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'N-Perv';            Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Dstore-Imperv';     Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Dstore-Perv';       Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'%Zero-Imperv';      Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Subarea Routing';   Style:esComboList; Mask:emNone;      Length:0;
      List:'OUTLET'#13'IMPERVIOUS'#13'PERVIOUS'),
     (Name:'Percent Routed';    Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Infiltration Data'; Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Groundwater';       Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Snow Pack';         Style:esComboEdit; Mask:emNone;      Length:0;
      List:''),
     (Name:'LID Controls';      Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Land Uses';         Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Initial Buildup';   Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Curb Length';       Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'N-Perv Pattern';    Style:esComboEdit; Mask:emNone;      Length:0),//(5.1.013)
     (Name:'Dstore Pattern';    Style:esComboEdit; Mask:emNone;      Length:0),//(5.1.013)
     (Name:'Infil. Pattern';    Style:esComboEdit; Mask:emNone;      Length:0) //(5.1.013)
    );

  DefSubcatch: array[0..27] of String =                                        //(5.1.013)
    ('',        //0 - ID
     '',        //1 - X
     '',        //2 - Y
     '',        //3 - Comment
     '',        //4 - Tag
     '*',       //5 - Raingage
     '*',       //6 - Outlet Node
     '5',       //7 - Area
     '500',     //8 - Width
     '0.5',     //9 - % Slope
     '25',      //10 - % Impervious
     '0.01',    //11 - Impervious N
     '0.1',     //12 - Pervious N
     '0.05',    //13 - Impervious DS
     '0.05',    //14 - Pervious DS
     '25',      //15 - %Zero
     'OUTLET',  //16 - Route To
     '100',     //17 - Pct. Routed
     'HORTON',  //18 - Infil. Model
     'NO',      //19 - Groundwater
     '',        //20 - Snow Pack
     '0',       //21 - LIDs
     '0',       //22 - Landuses
     'NONE',    //23 - Init. Buildup
     '0',       //24 - Curb Length
     '',        //25 - N-Perv Pattern                                          //(5.1.013)
     '',        //26 - DS Pattern                                              //(5.1.013)
     '');       //27 - Infil. Pattern                                          //(5.1.013)

  SubcatchHint: array[0..27] of String =                                       //(5.1.013)
    ('User-assigned name of subcatchment',
     'X coordinate of subcatchment centroid on map',
     'Y coordinate of subcatchment centroid on map',
     'Optional comment or description',
     'Optional category or classification',
     'Rain gage assigned to subcatchment',
     'Name of node or another subcatchment that receives runoff',
     'Area of subcatchment',
     'Width of overland flow path',
     'Average surface slope',
     'Percent of impervious area',
     'Mannings N for impervious area',
     'Mannings N for pervious area',
     'Depth of depression storage on impervious area',
     'Depth of depression storage on pervious area',
     'Percent of impervious area with no depression storage',
     'Choice of internal routing between pervious and impervious sub-areas',
     'Percent of runoff routed between sub-areas',
     'Infiltration parameters (click to edit)',
     'Groundwater flow parameters (click to edit)',
     'Name of snow pack parameter set (for snow melt analysis only)',
     'LID controls (click to edit)',
     'Assignment of land uses to subcatchment (click to edit)',
     'Initial pollutant buildup on subcatchment (click to edit)',
     'Curb length (if needed for pollutant buildup functions)',
     'Optional monthly pattern that adjusts pervious Mannings N',              //(5.1.013)
     'Optional monthly pattern that adjusts depression storage',               //(5.1.013)
     'Optional monthly pattern that adjusts infiltration rate');               //(5.1.013)

  SubcatchPropUnits: array[0..27,0..1] of String =                             //(5.1.013)
    ( ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      (' (ac)', ' (ha)'),
      (' (ft)', ' (m)'),
      (' (%)',  ' (%)'),
      (' (%)',  ' (%)'),
      ('',''),
      ('',''),
      (' (in)', ' (mm)'),
      (' (in)', ' (mm)'),
      (' (%)',  ' (%)'),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),                                                                 //(5.1.013)
      ('',''),                                                                 //(5.1.013)
      ('',''));                                                                //(5.1.013)

  JunctionProps: array [0..11] of TPropRecord =
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'X-Coordinate';      Style:esEdit;      Mask:emNumber;     Length:0),
     (Name:'Y-Coordinate';      Style:esEdit;      Mask:emNumber;     Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone;       Length:0),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Inflows';           Style:esButton;    Mask:emNone;       Length:0),
     (Name:'Treatment';         Style:esButton;    Mask:emNone;       Length:0),
     (Name:'Invert El.';        Style:esEdit;      Mask:emNumber;     Length:0),
     (Name:'Max. Depth';        Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Initial Depth';     Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Surcharge Depth';   Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Ponded Area';       Style:esEdit;      Mask:emPosNumber;  Length:0));

  DefJunction: array [0..11] of String =
    ('',        //0 - ID
     '',        //1 - X
     '',        //2 - Y
     '',        //3 - Comment
     '',        //4 - Tag
     'NO',      //5 - Inflows
     'NO',      //6 - Treatment
     '0',       //7 - Invert
     '0',       //8 - Max. Depth
     '0',       //9 - Init. Depth
     '0',       //10 - Surcharge Depth
     '0');      //11 - Ponded Area

  JunctionHint: array[0..11] of String =
    ('User-assigned name of junction',
     'X coordinate of junction on study area map',
     'Y coordinate of junction on study area map',
     'Optional comment or description',
     'Optional category or classification',
     'Click to specify any external inflows received at the junction',
     'Click to specify any pollutant removal supplied at the junction',
     'Elevation of junction''s invert',
     'Maximum water depth (i.e., distance from invert to ground surface ' +
     'or 0 to use distance from invert to top of highest connecting link)',
     'Initial water depth in junction',
     'Depth in excess of maximum depth before flooding occurs',
     'Area of ponded water when flooded');

  JunctionPropUnits: array [0..11, 0..1] of String =
    ( ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      (' (ft)', ' (m)'),
      (' (ft)', ' (m)'),
      (' (ft)', ' (m)'),
      (' (ft)', ' (m)'),
      (' (ft2)', ' (m2)'));

  OutfallProps: array[0..16] of TPropRecord =                                  //(5.1.008)
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'X-Coordinate';      Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Y-Coordinate';      Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'Inflows';           Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Treatment';         Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Invert El.';        Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Tide Gate';         Style:esComboList; Mask:emNone;      Length:0;
      List:'NO'#13'YES'),
     (Name:'Route To';          Style:esEdit;      Mask:emNoSpace;   Length:0), //(5.1.008)
     (Name:'Type';              Style:esComboList; Mask:emNone;      Length:0;
      List:'FREE'#13'NORMAL'#13'FIXED'#13'TIDAL'#13'TIMESERIES'),
     (Name:'Fixed Outfall';     Style:esHeading),
     (Name:'  Fixed Stage';     Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Tidal Outfall';     Style:esHeading),
     (Name:'  Curve Name';      Style:esComboEdit; Mask:emNoSpace;   Length:0;
      List:''),
     (Name:'Time Series Outfall'; Style:esHeading),
     (Name:'  Series Name';     Style:esComboEdit; Mask:emNoSpace;   Length:0;
      List:'')
    );

  DefOutfall: array [0..16] of String =                                        //(5.1.008)
    ('',         //0 - ID
     '',         //1 - X
     '',         //2 - Y
     '',         //3 - Comment
     '',         //4 - Tag
     'NO',       //5 - Inflows
     'NO',       //6 - Treatment
     '0',        //7 - Invert
     'NO',       //8 - Tide gates
     '',         //9 - Route to                                                //(5.1.008)
     'FREE',     //10 - Boundary Type
     '',         //11
     '0',        //12 - Fixed stage
     '',         //13
     '*',        //14 - Tidal table
     '',         //15
     '*');       //16 - Time series

  OutfallHint: array[0..16] of String =                                        //(5.1.008)
    ('User-assigned name of outfall',
     'X coordinate of outfall on study area map',
     'Y coordinate of outfall on study area map',
     'Optional comment or description',
     'Optional category or classification',
     'Click to specify any external inflows received at the outfall',
     'Click to specify any pollutant removal supplied at the outfall',
     'Elevation of outfall''s invert',
     'Select YES if outfall contains a tide gate to prevent backflow',
     'Subcatchment outflow is routed onto (leave blank if not applicable)',    //(5.1.008)
     'Type of outfall boundary condition',
     '',
     'Water elevation for a FIXED type of boundary condition',
     '',
     'Name of tidal curve used for a TIDAL boundary condition ' +
     '(after specifing a curve, you can double-click to edit it)',
     '',
     'Name of time series for a TIMESERIES boundary condition ' +
     '(after specifing a time series, you can double-click to edit it)'
    );

  OutfallPropUnits: array [0..16, 0..1] of String =                            //(5.1.008)
    ( ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      ('',''),
      (' (ft)', ' (m)'),
      ('', ''),
      ('', ''),                                                                //(5.1.008)
      ('', ''),
      ('', ''),
      (' (ft)', ' (m)'),
      ('', ''),
      ('', ''),
      ('', ''),
      ('', ''));

  DividerProps: array [0..21] of TPropRecord =
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'X-Coordinate';      Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Y-Coordinate';      Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'Inflows';           Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Treatment';         Style:esButton;    Mask:emNone;      Length:0),
     (Name:'Invert El.';        Style:esEdit;      Mask:emNumber;    Length:0),
     (Name:'Max. Depth';        Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Initial Depth';     Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Surcharge Depth';   Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Ponded Area';       Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Diverted Link';     Style:esEdit;      Mask:emNoSpace;   Length:0),
     (Name:'Type';              Style:esComboList; Mask:emNone;      Length:0;
      List:'CUTOFF'#13'TABULAR'#13'WEIR'#13'OVERFLOW'),
     (Name:'Cutoff Divider';    Style:esHeading;   Mask:emNone),
     (Name:'  Cutoff Flow';     Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'Tabular Divider';   Style:esHeading;   Mask:emNone),
     (Name:'  Curve Name';      Style:esComboEdit; Mask:emNoSpace;   Length:0;
      List:''),
     (Name:'Weir Divider';      Style:esHeading;   Mask:emNone),
     (Name:'  Min. Flow';       Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'  Max. Depth';      Style:esEdit;      Mask:emPosNumber; Length:0),
     (Name:'  Coefficient';     Style:esEdit;      Mask:emPosNumber; Length:0)
    );

  DefDivider: array[0..21] of String =
    ('',           //0 - ID
     '',           //1 - X
     '',           //2 - Y
     '',           //3 - Comment
     '',           //4 - Tag
     'NO',         //5 - Inflows
     'NO',         //6 - Treatment
     '0',          //7 - Invert
     '0',          //8 - Max. Depth
     '0',          //9 - Init. Depth
     '0',          //10 - Surcharge Depth
     '0',          //11 - Ponded Area
     '*',          //12 - Diverted Link
     'CUTOFF',     //13 - Type
     '',           //14
     '0',          //15 - Qcutoff
     '',           //16
     '*',          //17 - Flow Table
     '',           //18
     '0',          //19 - Qmin
     '0',          //20 - Dmax
     '0');         //21 - C-discarge

  DividerHint: array[0..21] of String =
    ('User-assigned name of divider',
     'X coordinate of divider on study area map',
     'Y coordinate of divider on study area map',
     'Optional comment or description',
     'Optional category or classification',
     'Click to specify any external inflows received at the outfall',
     'Click to specify any pollutant removal supplied at the outfall',
     'Elevation of outfall''s invert',
     'Maximum water depth (i.e., distance from invert to ground surface ' +
     'or 0 to use distance from invert to top of highest connecting link)',
     'Initial water depth in junction',
     'Depth in excess of maximum depth before flooding occurs',
     'Area of ponded water when flooded',
     'Name of link which receives the diverted flow',
     'Type of flow divider',
     '',
     'Cutoff flow value used for a CUTOFF divider (flow units)',
     '',
     'Name of diversion curve used with a TABULAR divider ' +
     '(after specifing a curve, you can double-click to edit it)',
     '',
     'Minimum flow at which diversion begins for a WEIR divider (flow units)',
     'Depth at maximum flow for a WEIR divider',
     'Discharge coefficient for a WEIR divider'
    );

  DividerPropUnits: array [0..21, 0..1] of String =
    ( ('',''), ('',''), ('',''), ('',''), ('',''), ('',''), ('',''),
      (' (ft)',' (m)'), (' (ft)', ' (m)'), (' (ft)', ' (m)'),
      (' (ft)', ' (m)'),(' (ft2)', ' (m2)'),
      ('',''), ('',''), ('',''), ('',''),
      ('',''), ('',''), ('',''), ('',''),
      (' (ft)',' (m)'), ('','')
    );

  StorageProps: array [0..19] of TPropRecord =
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;     Length:0),
     (Name:'X-Coordinate';      Style:esEdit;      Mask:emNumber;      Length:0),
     (Name:'Y-Coordinate';      Style:esEdit;      Mask:emNumber;      Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone;        Length:0),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace;     Length:0),
     (Name:'Inflows';           Style:esButton;    Mask:emNone;        Length:0),
     (Name:'Treatment';         Style:esButton;    Mask:emNone;        Length:0),
     (Name:'Invert El.';        Style:esEdit;      Mask:emNumber;      Length:0),
     (Name:'Max. Depth';        Style:esEdit;      Mask:emPosNumber;   Length:0),
     (Name:'Initial Depth';     Style:esEdit;      Mask:emPosNumber;   Length:0),
     (Name:'Surcharge Depth';   Style:esEdit;      Mask:emPosNumber;   Length:0), //(5.1.013)
     (Name:'Evap. Factor';      Style:esEdit;      Mask:emPosNumber;   Length:0),
     (Name:'Seepage Loss';      Style:esButton;    Mask:emNone;        Length:0), //(5.1.007)
     (Name:'Storage Curve';     Style:esComboList; Mask:emNone;        Length:0;
      List:'FUNCTIONAL'#13'TABULAR'),
     (Name:'Functional Curve';  Style:esHeading;   Mask:emNone),
     (Name:'  Coefficient';     Style:esEdit;      Mask:emPosNumber;   Length:0),
     (Name:'  Exponent';        Style:esEdit;      Mask:emPosNumber;   Length:0),
     (Name:'  Constant';        Style:esEdit;      Mask:emPosNumber;   Length:0),
     (Name:'Tabular Curve';     Style:esHeading;   Mask:emNone),
     (Name:'  Curve Name';      Style:esComboEdit; Mask:emNoSpace;     Length:0;
      List:'')
    );

  DefStorage: array[0..19] of String =
    ('',           //0 - ID
     '',           //1 - X
     '',           //2 - Y
     '',           //3 - Comment
     '',           //4 - Tag
     'NO',         //5 - Inflows
     'NO',         //6 - Treatment
     '0',          //7 - Invert
     '5',          //8 - Max. Depth
     '0',          //9 - Init. Depth
     '0',          //10 - Surcharge Depth                                      //(5.1.013)
     '0',          //11 - Evap. Factor
     'NO',          //12 - Seepage Loss                                        //(5.1.007)
     'FUNCTIONAL', //13 - Geometric data
     '',           //14
     '1000',       //15 - Area Coeff.
     '0',          //16 - Area Expon.
     '0',          //17 - Area Const.
     '',           //18
     '*'           //19 - Area Table
    );

  StorageHint: array[0..19] of String =
    ('User-assigned name of storage unit',
     'X coordinate of storage unit on study area map',
     'Y coordinate of storage unit on study area map',
     'Optional comment or description',
     'Optional category or classification',
     'Click to specify any external inflows received at the storage unit',
     'Click to specify any pollutant removal supplied at the storage unit',
     'Elevation of the bottom of the storage unit',
     'Maximum depth of the storage unit',
     'Initial depth of water in the storage unit',
     'Depth in excess of maximum depth before flooding occurs',                //(5.1.013)
     'Fraction of evaporation rate realized ' +
     '(e.g., enter 1 for full evaporation or 0 for no evaporation)',
     'Click to specify soil properties that determine seepage loss ' +         //(5.1.007)
     'through the bottom and sloped sides of the storage unit',                //(5.1.007)
     'Method of describing the geometric shape of the storage unit',
     '',
     'A-value in expression Area = A*Depth^B + C for Depth in ',
     'B-value in expression Area = A*Depth^B + C for Depth in ',
     'C-value in expression Area = A*Depth^B + C for Depth in ',
     '',
     'Name of storage curve to use ' +
     '(after specifing a curve, you can double-click to edit it)'
    );

  StoragePropUnits: array [0..19, 0..1] of String =
    ( ('',''), ('',''), ('',''), ('',''), ('',''), ('',''), ('',''),
      (' (ft)',' (m)'),
      (' (ft)',' (m)'),
      (' (ft)',' (m)'),
      (' (ft)',' (m)'), ('',''), ('',''),                                      //(5.1.013)
      ('',''), ('',''), ('ft','m'), ('ft','m'), ('ft','m'), ('',''), ('','')
    );

  ConduitProps: array [0..18] of TPropRecord =
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Inlet Node';        Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Outlet Node';       Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace),
     (Name:'Shape';             Style:esButton;    Mask:emNone;       Length:0),
     (Name:'Max. Depth';        Style:esEdit;      Mask:emPosNumber),
     (Name:'Length';            Style:esEdit;      Mask:emPosNumber),
     (Name:'Roughness';         Style:esEdit;      Mask:emPosNumber),
     (Name:'Inlet Offset';      Style:esEdit;      Mask:emNoSpace),
     (Name:'Outlet Offset';     Style:esEdit;      Mask:emNoSpace),
     (Name:'Initial Flow';      Style:esEdit;      Mask:emNumber),
     (Name:'Maximum Flow';      Style:esEdit;      Mask:emPosNumber),
     (Name:'Entry Loss Coeff.'; Style:esEdit;      Mask:emNumber),
     (Name:'Exit Loss Coeff.';  Style:esEdit;      Mask:emNumber),
     (Name:'Avg. Loss Coeff.';  Style:esEdit;      Mask:emNumber),
     (Name:'Seepage Loss Rate'; Style:esEdit;      Mask:emNumber),
     (Name:'Flap Gate';         Style:esComboList; Mask:emNone;       Length:0;
      List:'NO'#13'YES'),
     (Name:'Culvert Code';      Style:esEdit;      Mask:emNone));

  DefConduit: array [0..23] of String =
    ('',         //0 - ID
     '',         //1 - Start node
     '',         //2 - End node
     '',         //3 - Comment
     '',         //4 - Tag
     'CIRCULAR', //5 - Xsection
     '1',        //6 - Max. Depth
     '400',      //7 - Length
     '0.01',     //8 - Roughness Coeff.
     '0',        //9 - Upstream Offset
     '0',        //10 - Downstream Offset
     '0',        //11 - Init. Flow
     '0',        //12 - Max. Flow
     '0',        //13 - Entry Loss Coeff.
     '0',        //14 - Exit Loss Coeff.
     '0',        //15 - Avg. Loss Coeff.
     '0',        //16 - Seepage Rate
     'NO',       //17 - Check Valve
     '',         //18 - Culvert Code
     '0',        //19 - Width Param.
     '0',        //20 - Left Slope
     '0',        //21 - Right Slope
     '1',        //22 - Barrels
     '');        //23 - Transect ID

  ConduitHint: array[0..18] of String =
    ('User-assigned name of Conduit',
     'Name of node on the inlet end of conduit ',
     'Name of node on the outlet end of conduit ',
     'Optional comment or description',
     'Optional category or classification',
     'Click to edit the conduit''s cross section geometry',
     'Maximum depth of cross section',
     'Conduit length',
     'Manning''s roughness coefficient',
     'Height of conduit invert above node invert at inlet end',
     'Height of conduit invert above node invert at outlet end',
     'Initial flow in the conduit (flow units)',
     'Maximum flow allowed - use 0 if not applicable',
     'Coeff. for energy losses at the entrance of the conduit',
     'Coeff. for energy losses at the exit of the conduit',
     'Coeff. for energy losses along the length of the conduit',
     'Rate of seepage loss into surrounding soil',
     'Select YES if a flap gate prevents reverse flow through conduit',
     'Culvert type code (leave blank for no culvert)'
    );

  ConduitPropUnits: array [0..18, 0..1] of String =
    ( ('',''), ('',''), ('',''), ('',''), ('',''), ('',''),
      (' (ft)',' (m)'), (' (ft)',' (m)'), ('',''),
      (' (ft)',' (m)'), (' (ft)',' (m)'), ('',''),
      ('',''), ('',''), ('',''), ('',''), (' (in/hr)',' (mm/hr)'),
      ('',''), ('','')
    );

  PumpProps: array [0..8] of TPropRecord =
    ((Name:'Name';            Style:esEdit;       Mask:emNoSpace;  Length:0),
     (Name:'Inlet Node';      Style:esEdit;       Mask:emNoSpace;  Length:0),
     (Name:'Outlet Node';     Style:esEdit;       Mask:emNoSpace;  Length:0),
     (Name:'Description';     Style:esButton;     Mask:emNone),
     (Name:'Tag';             Style:esEdit;       Mask:emNoSpace),
     (Name:'Pump Curve';      Style:esComboEdit;  Mask:emNoSpace;  Length:0;
      List:''),
     (Name:'Initial Status';  Style:esComboList;  Mask:emNone;     Length:0;
      List:'OFF'#13'ON'),
     (Name:'Startup Depth';   Style:esEdit;      Mask:emNumber),
     (Name:'Shutoff Depth';   Style:esEdit;      Mask:emNumber));

  DefPump: array [0..8] of String =
    ('',            //0 - ID
     '',            //1 - Start node
     '',            //2 - End node
     '',            //3 - Comment
     '',            //4 - Tag
     '*',           //5 - Curve
     'ON',          //6 - Init. Status
     '0',           //7 - Startup Depth
     '0');          //8 - Shutoff Depth

  PumpHint: array[0..8] of String =
    ('User-assigned name of pump',
     'Name of node on the inlet end of pump',
     'Name of node on the outlet end of pump',
     'Optional comment or description',
     'Optional category or classification',
     'Name of pump curve (or * for ideal pump). ' +
     'After specifing a curve, you can double-click to edit it)',
     'Initial status of the pump (ON or OFF)',
     'Depth at inlet node when pump turns on',
     'Depth at inlet node when pump turns off'
    );

  PumpPropUnits: array [0..8, 0..1] of String =
    ( ('',''), ('',''), ('',''), ('',''), ('',''), ('',''),
      ('',''), (' (ft)',' (m)'), (' (ft)',' (m)')
    );

  OrificeProps: array[0..12] of TPropRecord =
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Inlet Node';        Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Outlet Node';       Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace),
     (Name:'Type';              Style:esComboList; Mask:emNone;       Length:0;
      List:'SIDE'#13'BOTTOM'),
     (Name:'Shape';             Style:esComboList; Mask:emNone;       Length:0;
      List:'CIRCULAR'#13'RECT_CLOSED'),
     (Name:'Height';            Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Width';             Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Inlet Offset';      Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Discharge Coeff.';  Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Flap Gate';         Style:esComboList; Mask:emNone;       Length:0;
      List:'NO'#13'YES'),
     (Name:'Time to Open/Close';Style:esEdit;      Mask:emPosNumber;  Length:0));

  DefOrifice: array [0..12] of String =
    ('',            //0 - ID
     '',            //1 - Start node
     '',            //2 - End node
     '',            //3 - Comment
     '',            //4 - Tag
     'SIDE',        //5 - Type
     'CIRCULAR',    //6 - Shape
     '1',           //7 - Height
     '1',           //8 - Width
     '0',           //9 - Crest Ht.
     '0.65',        //10 - Disch. Coeff.
     'NO',          //11 - Flap Gate
     '0');          //12 - Open/Close Time

  OrificeHint: array[0..12] of String =
    ('User-assigned name of orifice',
     'Name of node on the inlet end of orifice',
     'Name of node on the outlet end of orifice',
     'Optional comment or description',
     'Optional category or classification',
     'Type of orifice',
     'Orifice shape',
     'Height of orifice opening when fully open',
     'Width of orifice opening when fully opened',
     'Height of bottom of orifice above invert of inlet node',
     'Discharge coefficient (unitless)',
     'Select YES if orifice contains a flap gate to prevent backflow',
     'Time to open/close a gated orifice (hrs)'
    );

  OrificePropUnits: array [0..12, 0..1] of String =
    ( ('',''), ('',''), ('',''), ('',''), ('',''), ('',''), ('',''),
      (' (ft)',' (m)'), (' (ft)',' (m)'), (' (ft)',' (m)'),
      ('',''), ('',''), ('','')
    );

///////////////////////////////////////////////////////////////////////////////
////
////  Weir properties, defaults, hints and units were modified in
////  Release 5.1.010 to include a new ROADWAY weir type.
////  And again in Release 5.1.013 to include a Coefficient Curve property.
////

  WeirProps: array[0..18] of TPropRecord =
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Inlet Node';        Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Outlet Node';       Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace),
     (Name:'Type';              Style:esComboList; Mask:emNone;       Length:0;
      List:'TRANSVERSE'#13'SIDEFLOW'#13'V-NOTCH'#13'TRAPEZOIDAL'#13'ROADWAY'),
     (Name:'Height';            Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Length';            Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Side Slope';        Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Inlet Offset';      Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Discharge Coeff.';  Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Flap Gate';         Style:esComboList; Mask:emNone;       Length:0;
      List:'NO'#13'YES'),
     (Name:'End Contractions';  Style:esComboList; Mask:emNone;       Length:0;
      List:'0'#13'1'#13'2'),
     (Name:'End Coeff.';        Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Can Surcharge';     Style:esComboList; Mask:emNone;       Length:0;
      List:'NO'#13'YES'),
     (Name:'Coeff. Curve';      Style:esComboEdit; Mask:emNoSpace;    Length:0;
      List:''),
     (Name:'Roadway Weir';      Style:esHeading;   Mask:emNone),
     (Name:'Road Width';        Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Road Surface';      Style:esComboList; Mask:emNone;       Length:0;
      List:'PAVED'#13'GRAVEL'));

  DefWeir: array [0..19] of String =                                           //(5.1.013)
    ('',            //0 - ID
     '',            //1 - Start node
     '',            //2 - End node
     '',            //3 - Comment
     '',            //4 - Tag
     'TRANSVERSE',  //5 - Type
     '1',           //6 - Height
     '1',           //7 - Width
     '0',           //8 - Side Slope
     '0',           //9 - Crest Height
     '3.33',        //10 - Disch. Coeff.
     'NO',          //11 - Flap Gate
     '0',           //12 - End Contractions
     '0',           //13 - End Disch. Coeff.
     'YES',         //14 - Can Surcharge
     '',            //15 - Coeff. Curve                                        //(5.1.013)
      '',           //16
     '0',           //17 - Road Width
     'PAVED',       //18 - Road Surface
     'RECT_OPEN');  //19 - Shape

  WeirHint: array[0..18] of String =                                           //(5.1.013)
    ('User-assigned name of weir',
     'Name of node on the inlet end of weir',
     'Name of node on the outlet end of weir',
     'Optional comment or description',
     'Optional category or classification',
     'Type of weir',
     'Vertical height of weir opening',
     'Horizontal length of weir crest (or crown for V-NOTCH weir)',
     'Slope (width-to-height) of TRAPEZOIDAL weir side walls',
     'Height of bottom of weir opening from invert of inlet node',
     'Discharge coefficient for central portion of weir',
     'Select YES if weir contains a flap gate to prevent backflow',
     'Number of end contractions',
     'Discharge coefficient for flow through the triangular ends of a TRAPEZOIDAL weir',
     'Select YES if weir can surcharge',
     'Optional name of curve that relates discharge coefficient to head' +     //(5.1.013)
     ' (double-click to edit the curve)',                                      //(5.1.013)
     'The following properties apply only to ROADWAY weirs.',
     'Width of road lanes and shoulders',
     'Type of road surface'
    );

  WeirPropUnits: array [0..18, 0..1] of String =
    ( ('',''), ('',''), ('',''), ('',''), ('',''), ('',''),
      (' (ft)',' (m)'), (' (ft)',' (m)'), ('',''),
      (' (ft)',' (m)'), (' (CFS)',' (CMS)'), ('',''),
      ('',''), (' (CFS)',' (CMS)'), ('',''), ('',''),                          //(5.1.013)
      ('',''), (' (ft)',' (m)'), ('','')
    );

////////////////////////////////////////////////////////////////////////////////

  OutletProps: array[0..12] of TPropRecord =
    ((Name:'Name';              Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Inlet Node';        Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Outlet Node';       Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Description';       Style:esButton;    Mask:emNone),
     (Name:'Tag';               Style:esEdit;      Mask:emNoSpace),
     (Name:'Inlet Offset';      Style:esEdit;      Mask:emNoSpace;    Length:0),
     (Name:'Flap Gate';         Style:esComboList; Mask:emNone;       Length:0;
      List:'NO'#13'YES'),
     (Name:'Rating Curve';      Style:esComboList; Mask:emNone;       Length:0;
      List:'FUNCTIONAL/DEPTH'#13'TABULAR/DEPTH'#13+
           'FUNCTIONAL/HEAD'#13'TABULAR/HEAD'),
     (Name:'Functional Curve';  Style:esHeading;   Mask:emNone),
     (Name:'  Coefficient';     Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'  Exponent';        Style:esEdit;      Mask:emPosNumber;  Length:0),
     (Name:'Tabular Curve';     Style:esHeading;   Mask:emNone),
     (Name:'  Curve Name';      Style:esComboEdit; Mask:emNoSpace;    Length:0;
      List:'')
    );

  DefOutlet: array[0..12] of String =
    ('',            //0 - ID
     '',            //1 - Start node
     '',            //2 - End node
     '',            //3 - Comment
     '',            //4 - Tag
     '0',           //5 - Height
     'NO',          //6 - Flap Gate
     'FUNCTIONAL/DEPTH',  //7 - Discharge Curve
     '',            //8 - Heading
     '10.0',        //9 - Discharge Coeff.
     '0.5',         //10 - Discharge Expon.
     '',            //11 - Heading
     '*');          //12 - Discharge Table

  OutletHint: array[0..12] of String =
    ('User-assigned name of outlet',
     'Name of node on the inlet end of outlet',
     'Name of node on the outlet end of outlet',
     'Optional comment or description',
     'Optional category or classification',
     'Height of outlet opening above inlet node invert',
     'Select YES if outlet contains a flap gate to prevent backflow',
     'Method of defining flow as a function of either freeboard depth ' +
     'or head across the outlet',
     '',
     'A-value in expression Outflow = A*y^B for y (= depth or head) in ',
     'B-value in expression Outflow = A*y^B for y (= depth or head) in ',
     '',
     'Name of rating curve that relates outflow to either depth or head ' +
     '(after specifing a curve, you can double-click to edit it)'
    );

  OutletPropUnits: array [0..12, 0..1] of String =
    ( ('',''), ('',''), ('',''), ('',''), ('',''), (' (ft)',' (m)'),
      ('',''), ('',''), ('',''), ('feet','meters'), ('feet','meters'),
      ('',''), ('','')
    );

  LabelProps: array [0..4] of TPropRecord =
   ((Name:'Text';               Style:esEdit;       Mask:emNone),
    (Name:'X-Coordinate';       Style:esEdit;       Mask:emNumber),
    (Name:'Y-Coordinate';       Style:esEdit;       Mask:emNumber),
    (Name:'Anchor Node';        Style:esEdit;       Mask:emNoSpace;  Length:0),
    (Name:'Font';               Style:esButton;     Mask:emNone));

  LabelHint: array[0..4] of String =
    ('Text of the label',
     'X coordinate of upper left corner of the label on the map',
     'Y coordinate of upper left corner of the label on the map',
     'Name of a node or subcatchment to which the label is anchored ' +
     'when map is zoomed (optional)',
     'Click to edit the label''s font'
    );

  DefOptions: array [0..MAXOPTIONS] of String =
    (
     '4',            // 0 - SWMM Version Compatibility
     'NO',           // 1 - Report Control Actions
     'NO',           // 2 - Report Input Summary

     'CFS',          // 3 - Flow Units
     'HORTON',       // 4 - Infiltration
     'KINWAVE',      // 5 - Flow Routing
     'DEPTH',        // 6 - Link Offsets
     '0',            // 7 - Minimum Slope
     'NO',           // 8 - Allow Ponding
     'NO',           // 9 - Skip Steady State Periods

     'NO',           // 10 - Ignore Rainfall/Runoff
     'NO',           // 11 - Ignore RDII
     'NO',           // 12 - Ignore Snow Melt
     'NO',           // 13 - Ignore Groundwater
     'NO',           // 14 - Ignore Routing
     'NO',           // 15 - Ignore Quality

     '',             // 16 - Start Date
     '',             // 17 - Start Time
     '',             // 18 - Report Start Date
     '',             // 19 - Report Start Time
     '',             // 20 - End Date
     '06:00:00',     // 21 - End Time
     '1/1',          // 22 - Sweep Start
     '12/31',        // 23 - Sweep End
     '0',            // 24 - Dry days
     '00:15:00',     // 25 - Report Step
     '00:05:00',     // 26 - Wet Step
     '01:00:00',     // 27 - Dry Step
     '30',           // 28 - Route Step
     '00:00:00',     // 29 - Rule Time Step                                    //(5.1.013)

     'PARTIAL',      // 30 - Inertial Damping
     'BOTH',         // 31 - Normal Flow Ltd. Option
     'H-W',          // 32 - Force Main Equation
     'EXTRAN',       // 33 - Surcharge Method                                  //(5.1.013)
     '75',           // 34 - Variable Time Step Factor
     '0',            // 35 - Lengthening Step
     '0',            // 36 - Min. Surface Area
     '0',            // 37 - Maximum Trials
     '0',            // 38 - Head Tolerance
     '5',            // 39 - System Flow Tolerance
     '5',            // 40 - Lateral Flow Tolerance
     '0.5',          // 41 - Minimum Routing Step                              //(5.1.008)
     '1');           // 42 - Number of Threads                                 //(5.1.008)

  DefPollutant: array[0..8] of String =
    ('MG/L',         // 0 - Mass units
     '0',            // 1 - Rain concen.
     '0',            // 2 - GW concen.
     '0',            // 3 - II concen.
     '0',            // 4 - DWF concen.
     '0',            // 5 - Decay coeff.
     'NO',           // 6 - Snow only buildup
     '',             // 7 - Co-pollutant
     '');            // 8 - Co-pollut. fraction

  DefTransect: array[0..7] of String =
    ('0.0',          // 0 - N left overbank
     '0.0',          // 1 - N right overbank
     '0.01',         // 2 - N main channel
     '0.0',          // 3 - left bank station
     '0.0',          // 4 - right bank station
     '0.0',          // 5 - station modifier
     '0.0',          // 6 - elevation modifier
     '0.0');         // 7 - meander modifier

  DefHortonInfil: array[0..MAXINFILPROPS] of String =
    ('3.0', '0.5', '4', '7', '0', '');                                         //(5.1.015)
  DefGreenAmptInfil: array[0..MAXINFILPROPS] of String =
    ('3.5', '0.5', '0.25', ' ', ' ', '');                                      //(5.1.015)
  DefCurveNumInfil: array[0..MAXINFILPROPS] of String =
    ('80', '0.5', '7', ' ', ' ', '');                                          //(5.1.015)

  DefSnowMelt: array[1..6] of String =
    ('34',           // air temp. for snow
     '0.5',          // ATI weight
     '0.6',          // neg. melt ratio
     '0.0',          // elevation
     '50.0',         // latitude
     '0.0');         // longitude correction

  DefADCurve: array[1..10] of String =
    ('1.0', '1.0', '1.0', '1.0', '1.0', '1.0', '1.0', '1.0', '1.0', '1.0');

  NatADCurve: array[1..10] of String =
    ('0.10', '0.35', '0.53', '0.66', '0.75',
     '0.82', '0.87', '0.92', '0.95', '0.98');

  DefSnowpack: array[1..8] of String =
    ('0.001',        // min. melt coeff. (in/hr-degF)
     '0.001',        // max. melt coeff.
     '32.0',         // melt base temp. (degF)
     '0.10',         // free water holding capacity
     '0.00',         // init. snow depth
     '0.00',         // init. free water
     '0.00',         // fraction 100% snow covered
     '1.00');        // depth at 100% cover (ft)

