This topic contains a listing of default flag operations.
The table contains the following columns:
|
Object Type |
The network object type. |
|
Field Name |
The display name for the field. This is the name at the head of a column in the grid or beside an edit box or dropdown list on the property sheet. |
|
Page Name |
Property Sheet Page on which field can be viewed. |
|
Default |
Value, method of calculation or source of value. |
| Object Type | Field Name | Page Name | Default |
|---|---|---|---|
| Control Profile | After | Control Profile | Extend Forward |
| Control Profile | Before | Control Profile | Zero/Unchanged |
| Control Profile | Linear | Control Profile | Unchecked |
| Control Profile | Repeat Period | Control Profile | 1 day |
| Control Profile | Repeat | Control Profile | Checked |
| Customer Point | Connection Point X | Definition | Calculated from the nearest location (to the customer point) on the pipe to which the customer point is allocated. |
| Customer Point | Connection Point Y | Definition | Calculated from the nearest location (to the customer point) on the pipe to which the customer point is allocated. |
| Customer Point | X | Definition | X Coordinate of Parent Customer Point. |
| Customer Point | Y | Definition | Y Coordinate of Parent Customer Point. |
| Customer Point | Elevation | Definition | Elevation of Parent Customer Point. |
| Customer Point | Allocated Pipe ID | Allocation | Allocated Pipe ID of Parent Customer Point. |
| Customer Point | Allocation Run | Allocation | Allocation Run of Parent Customer Point. |
| Customer Point | Demand at From Node | Allocation | Demand at From Node setting of Parent Customer Point |
| Demand Area | Pressure Correction Factor | Expected Leakage | Calculated using Pressure Correction Factor Method used, if there is an AZNP node available for calculations. Default value is 1 if there is no AZNP value available. |
| Demand Area | AZNP | Parameters | Calculated from either simulation results or Live Data over the time interval between the NFM Start Time and NFM End Time. Default value is calculated from Live Data if there is live data associated with the AZNP node or simulation results (Live Data will be used if both Live Data and results are available for the AZNP Node). Default value will be null if there is no AZNP node specified or if there are no live data or simulation results for the AZNP node). |
| Demand Area | AZNP Node | Parameters | The node with elevation closest to the average elevation of all nodes in the Demand Area, or if Customer Points are available, the nearest elevation to the average elevation of all of the Customer Points. |
| Demand Area | Demand Interpolation | Parameters | Middle |
| Demand Area | Min Night Flow Time | Calculation | Calculated as time minimum night flow occurs |
| Demand Area | Multiplier | Calculation | Interpolated from Wrc Managing Leakage Reports table. See Demand Area Data Fields for details. |
| Demand Area | Leakage Index Method | Expected Leakage | WRc Report 26 |
| Demand Area | NFM End Time | Calculation | 05:00 |
| Demand Area | Leakage Profile | Parameters | CONST_LEAKAGE |
| Demand Area | Leakage Application | Parameters | Node |
| Demand Area | Measurement Period | Calculation | 60 (mins) |
| Demand Area | NFM Start Time | Calculation | 00:00 |
| Demand Area | Infrastructure Correction Factor | Expected Leakage | 1 |
| Demand Area | Night Use | Calculation | 1.7 (l/prop/hr) |
| Fixed Head | Ground Level | Node Definition | Elevation |
| Fixed Head | After Last Point | Fixed Head Control | Extend Forward |
| Fixed Head | Before First Point | Fixed Head Control | Extrapolate Back |
| Fixed Head | Linear Profile | Fixed Head Control | Checked |
| Fixed Head | Repeat Period | Fixed Head Control | 1 day |
| Fixed Head | Repeat Profile | Fixed Head Control | Checked |
| Fixed Head | After Last Point | Water Quality Profile | Extend Forward |
| Fixed Head | Before First Point | Water Quality Profile | Zero/Unchanged |
| Fixed Head | Linear WQ Profile | Water Quality Profile | Unchecked |
| Fixed Head | Repeat Period | Water Quality Profile | 1 day |
| Fixed Head | Repeat Profile | Water Quality Profile | Unchecked |
| Fixed Head | Source Type | Water Quality Profile | Fixed Concentration |
| Float Valve | Repeat Period | Pipe Closed Profile | 1 day |
| Float Valve | Repeat Profile | Pipe Closed Profile | Checked |
| Float Valve | Length | Pipe Definition | Calculated from connected node coordinates and link geometry. |
| Float Valve | WQ Bulk Coefficient | Pipe Definition | -0.5 |
| Float Valve | WQ Wall Coefficient | Pipe Definition | -0.3 |
| Float Valve | Loss Coeff. (Open) | Valve Parameters | Set according to Valve type: Ball = 0.2, Butterfly = 0.31, Gate = 0.0001, Needle = 2.35, Plug = 1.5. See Valve topic for more details |
| GeoExplorer Zone | Zone Area | Zone Definition | Calculated from zone geometry |
| Hydrant | Ground Level | Node Definition | Elevation |
| Hydrant | After Last Point | Exceptional Flow Profile | Extend Forward |
| Hydrant | Before First Point | Exceptional Flow Profile | Zero/Unchanged |
| Hydrant | Linear Profile | Exceptional Flow Profile | Unchecked |
| Hydrant | Repeat Period | Exceptional Flow Profile | 1 day |
| Hydrant | Repeat Profile | Exceptional Flow Profile | Unchecked |
| Hydrant | After Last Point | Hydrant Flow Profile | Extend Forward |
| Hydrant | Before first Point | Hydrant Flow Profile | Zero/Unchanged |
| Hydrant | Hydrant Linear Profile | Hydrant Flow Profile | Unchecked |
| Hydrant | Repeat Period | Hydrant Flow Profile | 1 day |
| Hydrant | Repeat Profile | Hydrant Flow Profile | Unchecked |
| Hydrant | Loss Coeff. (Open) | Valve Parameters | Set according to Valve type: Ball = 0.2, Butterfly = 0.31, Gate = 0.0001, Needle = 2.35, Plug = 1.5. See Valve topic for more details |
| Meter | Length | Pipe Definition | Calculated from connected node coordinates and link geometry. |
| Meter | WQ Bulk Coefficient | Pipe Definition | -0.5 |
| Meter | WQ Wall Coefficient | Pipe Definition | -0.3 |
| Meter | Repeat Period | Pipe Closed Profile | 1 day |
| Meter | Repeat Profile | Pipe Closed Profile | Checked |
| Node | Ground Level | Node Definition | Elevation |
| Node | After Last Point | Exceptional Flow Profile | Extend Forward |
| Node | Before first Point | Exceptional Flow Profile | Zero/Unchanged |
| Node | Linear Profile | Exceptional Flow Profile | Unchecked |
| Node | Repeat Period | Exceptional Flow Profile | 1 day |
| Node | Repeat Profile | Exceptional Flow Proifle | Unchecked |
| Node | After Last Point | Hydrant Flow Profile | Extend Forward |
| Node | Before First Point | Hydrant Flow Profile | Zero/Unchanged |
| Node | Hydrant Linear Profile | Hydrant Flow Profile | Unchecked |
| Node | Repeat Period | Hydrant Flow Profile | 1 day |
| Node | Repeat Profile | Hydrant Flow Profile | Unchecked |
| Node | After Last Point | Water Quality Profile | Extend Forward |
| Node | Before First Point | Water Quality Profile | Zero/Unchanged |
| Node | Linear WQ Profile | Water Quality Profile | Unchecked |
| Node | Repeat Period | Water Quality Profile | 1 day |
| Node | Repeat Profile | Water Quality Profile | Unchecked |
| Node | Source Type | Water Quality Profile | Fixed Concentration |
| Node Polygon | Polygon Area | Definition | Calculated from polygon geometry |
| Non Return Valve | Length | Pipe Definition | Calculated from connected node coordinates and link geometry. |
| Non Return Valve | WQ Bulk Coefficient | Pipe Definition | -0.5 |
| Non Return Valve | WQ Wall Coefficient | Pipe Definition | -0.3 |
| Non Return Valve | Repeat Period | Pipe Closed Profile | 1 day |
| Non Return Valve | Repeat Profile | Pipe Closed Profile | Checked |
| Object Group | X | Object Group Definition | X coordinate of the bounding rectangle of the Object Group polygon, or 0 if no associated polygon |
| Object Group | Y | Object Group Definition | Y coordinate of the bounding rectangle of the Object Group polygon, or 0 if no associated polygon |
| Pipe | Length | Pipe Definition | Calculated from connected node coordinates and link geometry. |
| Pipe | WQ Bulk Coefficient | Pipe Definition | -0.5 |
| Pipe | WQ Wall Coefficient | Pipe Definition | -0.3 |
| Pipe | Repeat Period | Pipe Closed Profile | 1 day |
| Pipe | Repeat Profile | Pipe Closed Profile | Checked |
| Polygon | Number of Properties | Polygon Definition | 0 |
| Polygon | Occupancy Rate | Polygon Definition | 2.4 |
| Polygon | Polygon Area | Polygon Definition | Calculated from polygon geometry |
| Pump Station | Length | Pipe Definition | Calculated from connected node coordinates and link geometry. |
| Pump Station | WQ Bulk Coefficient | Pipe Definition | -0.5 |
| Pump Station | WQ Wall Coefficient | Pipe Definition | -0.3 |
| Pump Station | Max Switches | Cost Management | 8 |
| Pump Station | Min Off Time | Cost Management | 30 |
| Pump Station | Min On Time | Cost Management | 30 |
| Pump Station | Before First Point | Pump Control Data | Extend Back (FLOW PST), Extrapolate Back (PROF PST) |
| Pump Station | After Last Point | Pump Control Data | Extend Forward |
| Pump Station | Repeat Period | Pump Control Data | 1 day |
| Pump Station | Repeat Profile | Pump Control Data | Checked |
| Pump Station | Linear Profile | Pump Control Data | Unchecked (FLOW PST), Checked (PROF PST) |
| Pump Station | Power Factor | Pumping Station Parameters | 1 |
| Pump Station | Optimise | Cost Management | Unchecked |
| Reservoir | Ground Level | Node Definition | Elevation |
| Reservoir | WQ Reaction Coefficient | Reservoir Parameters | -0.25 |
| Reservoir | After Last Point | Exceptional Flow Profile | Extend Forward |
| Reservoir | Before first Point | Exceptional Flow Profile | Zero/Unchanged |
| Reservoir | Linear Profile | Exceptional Flow Profile | Unchecked |
| Reservoir | Repeat Period | Exceptional Flow Profile | 1 day |
| Reservoir | Repeat Profile | Exceptional Flow Profile | Unchecked |
| Reservoir | Max Volume | Reservoir Control | 90 |
| Reservoir | Min Volume | Reservoir Control | 65 |
| Reservoir | Mixing Model | Reservoir Control | Fully Mixed |
| Reservoir | Optimise | Reservoir Control | Unchecked |
| Reservoir | After Last Point | Water Quality Profile | Extend Forward |
| Reservoir | Before First Point | Water Quality Profile | Zero/Unchanged |
| Reservoir | Linear Profile | Water Quality Profile | Unchecked |
| Reservoir | Repeat Period | Water Quality Profile | 1 day |
| Reservoir | Repeat Profile | Wqter Quality Profile | Unchecked |
| Reservoir | Source Type | Water Quality Profile | Fixed Concentration |
| Transfer Node | Ground Level | Node Definition | Elevation |
| Transfer Node | After Last Point | Transfer Node Flow Control | Zero/Unchanged |
| Transfer Node | Before first Point | Transfer Node Flow Control | Zero/Unchanged |
| Transfer Node | Linear Profile | Transfer Node Flow Control | Unchecked |
| Transfer Node | Repeat Period | Transfer Node Flow Control | 1 day |
| Transfer Node | Repeat Profile | Transfer Node Flow Control | Checked |
| Transfer Node | After Last Point | Water Quality Profile | Extend Forward |
| Transfer Node | Before First Point | Water Quality Profile | Zero/Unchanged |
| Transfer Node | Linear WQ Profile | Water Quality Profile | Unchecked |
| Transfer Node | Repeat Period | Water Quality Profile | 1 day |
| Transfer Node | Repeat Profile | Water Quality Profile | Unchecked |
| Transfer Node | Source Type | Water Quality Profile | Fixed Concentration |
| Valve | Length | Pipe Definition | Calculated from connected node coordinates and link geometry. |
| Valve | WQ Bulk Coefficient | Pipe Definition | -0.5 |
| Valve | WQ Wall Coefficient | Pipe Definition | -0.3 |
| Valve | Repeat Profile | Pipe Closed Profile | Checked |
| Valve | After Last Point | Valve Control | Extend Forward |
| Valve | Before First Point | Valve Control | Extend Back |
| Valve | Linear Profile | Valve Control | Unchecked |
| Valve | Optimise | valve Control | Unchecked |
| Valve | Regulation Precision (%) | Valve Control | 1 |
| Valve | Repeat Period | Valve Control | 1 day |
| Valve | Repeat Profile | Valve Control | Checked |
| Valve | Loss Coeff. (Open) | Valve Parameters | Set according to Valve type: Ball = 0.2, Butterfly = 0.31, Gate = 0.0001, Needle = 2.35, Plug = 1.5. See Valve topic for more details |
| Well | Ground Level | Node Definition | Elevation |
| Well | After Last Point | Water Quality Profile | Extend Forward |
| Well | Before First Point | Water Quality Profile | Zero/Unchanged |
| Well | Linear WQ Profile | Water Quality Profile | Unhcecked |
| Well | Repeat Period | Water Quality Profile | 1 day |
| Well | Repeat Profile | Water Quality Profile | Unchecked |
| Well | Source Type | Water Quality Profile | Fixed Concentration |
| Well | After Last Point | Well Control | Extend Forward |
| Well | Before First Point | Well Control | Extrapolate Back |
| Well | Linear Profile | Well Control | Checked |
| Well | Repeat Period | Well Control | 1 day |
| Well | Repeat Profile | Well Control | Checked |
