Float Valve Data Fields
Float Valve data fields can be edited on the Float Valve Grid View of the Links Grid or the Float Valve Property Sheet.
The following table describes all the data needed to define a Float Valve.
Further information, including units details, about all the Network Object fields stored in the Master Database can be found in the data fields topics listed in the Network Data Fields topic.
Fields that are common to the majority of objects can be found in the Common Data Fields topic.
The pages on the Property Sheet are listed below. When the network object has Control Data additional pages may be displayed on the property sheet. These pages are marked as follows:
- additional page displayed when Control Data is open
-
Pipe Definition Page
-
Float Valve/Inlet Parameters Page
-
Valve Parameters Page
-
User Page - see Common Data Fields topic for details of user fields
-
WQ Turbidity Page
-
Hyperlinks Page - see Common Data Fields topic for details of hyperlinks fields
-
Notes Page - see Common Data Fields topic for details of notes fields
The Grid column tells you if the data item is available for editing in the grid view.
Float Valve Data
Database Table Name: wn_float_valve
Field Name |
Help Text |
Flag |
Grid |
Property Page |
Size |
Precision |
Database Field |
Default |
Error Lower Limit |
Error Upper Limit |
Warning Lower Limit |
Warning Upper Limit |
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From Node ID |
Name of the From Node for this pipe. You can select the name from the dropdown list of existing nodes, or type the name of a node you have yet to add to the model. From and To represent the typical direction of flow for the pipe. Flow will not always be in this direction. |
YES |
YES |
1 |
30 |
0 |
|
us_node_id |
Text |
|
|
|
|
|
||||||||||||
To Node ID |
Name of the To Node for this pipe. From and To represent the typical direction of flow for the pipe. Flow will not always be in this direction. |
YES |
YES |
1 |
30 |
0 |
|
ds_node_id |
Text |
|
|
|
|
|
||||||||||||
Suffix |
A suffix added by InfoWorks to ensure that all link Ids are unique |
YES |
YES |
NO |
1 |
0 |
|
link_suffix |
Text |
|
|
|
|
|
||||||||||||
Area Code |
The Area Code parameter is used for closer spatial modelling of demand - each node is allocated to an area and demand can then be factored by area. The factor is set using the Demand Scaling Editor. |
YES |
YES |
1 |
30 |
0 |
|
area |
Text |
|
|
|
|
|
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Asset ID |
For reference only. Designed as a reference to an asset database, but could be used for anything. |
YES |
YES |
1 |
30 |
0 |
|
asset_id |
Text |
|
|
|
|
|
||||||||||||
Local Loss Coefficient |
Local Headloss Coefficient used by the Darcy Weisbach roughness formula |
YES |
YES |
1 |
|
4 |
|
local_loss |
|
|
0 |
10000000000 |
|
|
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Length |
The length of the pipe. |
YES |
YES |
1 |
|
2 |
L |
length |
|
|
0.1 |
99000 |
|
|
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Diameter |
Internal diameter of the pipe |
YES |
YES |
1 |
|
1 |
PS |
diameter |
|
|
10 |
20000 |
|
|
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Friction Type |
The formula used for roughness calculations. Can be Darcy Weisbach, Hazen Williams, or Colebrook White. See Pipe Calculations for more information.
|
YES |
YES |
1 |
2 |
1 |
|
roughness_type |
Text |
|
|
|
|
|
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CW - k |
The value for the friction coefficient appropriate to the chosen roughness type. Follow the links above for more details |
YES |
YES |
1 |
|
6 |
WN_K |
k |
|
|
0.001 |
200 |
|
|
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DW - f |
The value for the friction coefficient appropriate to the chosen roughness type. Follow the links above for more details |
YES |
YES |
1 |
|
6 |
|
darcy_weissbach |
|
|
0.002 |
0.09 |
|
|
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HW - c |
The value for the friction coefficient appropriate to the chosen roughness type. Follow the links above for more details |
YES |
YES |
1 |
|
1 |
|
hazen_williams |
|
|
20 |
5000 |
50 |
200 |
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Material |
Link material. For reference only. |
YES |
YES |
1 |
10 |
0 |
|
material |
Text |
|
|
|
|
|
||||||||||||
Year |
Year of installation. For reference only. |
YES |
YES |
1 |
|
0 |
|
year |
Integer |
|
|
|
|
|
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WQ Bulk Coefficient |
The bulk coefficient, kb, is a reaction rate parameter used to calculate the change in concentration of a substance as it reacts with material in the bulk flow. The bulk coefficient has a positive value if the concentration of the substance grows over time, and a negative value if the concentration decays over time. ![]() Please Note
Source dependent bulk coefficient values may be specified at individual nodes which may override or scale the pipe Bulk Coefficient value when calculating reaction rates for water that entered the system at the node. |
YES |
YES |
1 |
|
2 |
|
bulk_coeff |
|
-0.5 |
-10 |
10 |
|
|
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WQ Wall Coefficient |
The wall coefficient, kw, is a reaction rate parameter used to calculate the change in concentration of a substance as it reacts with material along the pipe walls. The wall coefficient has a positive value if the concentration of the substance grows in time, and a negative value if the concentration decays in time. |
YES |
YES |
1 |
|
2 |
|
wall_coeff |
|
-0.3 |
-10 |
10 |
|
|
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Criticality |
The criticality grade of the link. This provides an indication of the significance of the effect on the network if the link fails. This field may be updated from a Critical Link Analysis simulation. |
YES |
YES |
1 |
|
0 |
|
criticality |
Integer |
|
|
|
|
|
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Criticality Count |
Number of items (Nodes, Properties, Customer Points or Connections) assessed as critical in the event of link failure. This field may be updated from a Critical Link Analysis simulation. |
YES |
YES |
1 |
|
0 |
|
criticality_count |
Integer |
|
|
|
|
|
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Wave Celerity |
Velocity of propagation of pressure waves caused by sudden increase or decrease in flow rate. See Transients Advisor for more details. |
YES |
YES |
1 |
|
|
V |
wave_celerity |
|
1400 |
|
|
|
|
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Pressure Rating |
Maximum design working pressure of link |
YES |
YES |
1 |
|
|
WN_P |
pressure_rating |
|
|
|
|
|
|
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System Type |
For information. Type in a system type or select an option from the dropdown list:
|
YES |
YES |
1 |
40 |
0 |
|
system_type |
Text |
|
|
|
|
|
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Isolation Area |
Area identifier used to identify groups of objects to be closed when carrying out a Critical Link Analysis. |
YES |
YES |
1 |
30 |
0 |
|
isolation_area |
Text |
|
|
|
|
|
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Regulation Type |
Either continuous or on/off
|
YES |
YES |
2 |
|
0 |
|
regulation_type |
Boolean |
|
|
|
|
|
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Regulating Range |
The range of reservoir depth for which the float valve is in operation. Usually about 0.5 metres. |
YES |
YES |
2 |
|
2 |
Y |
regulating_range |
|
|
-50 |
50 |
|
|
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Inlet Level |
The inlet position (m AD) |
YES |
YES |
2 |
|
2 |
Z |
inlet_level |
Double |
|
-999 |
9999 |
|
|
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Backfeed Pipe |
Checked if there is a backfeed pipe |
YES |
YES |
2 |
|
0 |
|
backfeed |
Boolean |
|
|
|
|
|
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Control Depth |
The control depth is the height above the reservoir bottom at which the valve is fully closed. The regulating range applies from that point downwards |
YES |
YES |
2 |
|
2 |
Y |
control_depth |
Double |
|
0 |
50 |
|
|
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Valve Diameter |
Diameter of the valve when fully open |
YES |
YES |
3 |
|
0 |
PS |
valve_diameter |
|
|
10 |
20000 |
|
|
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Loss Coeff. (Open) |
Local headloss coefficient when the valve is open. Minimum value 0.01 |
YES |
YES |
3 |
|
4 |
|
loss_when_open |
|
|
0 |
10000 |
|
|
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Valve Curve |
Reference to built in curve, or user defined curve. ![]() Please Note
Gate valves may be used as isolation valves (on/off control). However, it is recommended that in general gate valves are not used as control valves. |
YES |
YES |
3 |
30 |
0 |
|
construction_type |
Text |
DefaultFLV |
|
|
|
|
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Inlet Position |
This field is obsolete and is not displayed in the interface. A value is now set in the Inlet Level field. The field is maintained for backwards compatibility with old CSV data files. If this value is set when the data is imported, InfoWorks will calculate the value for the Inlet Level field.
|
YES |
YES |
NO |
|
0 |
|
inlet_position |
Boolean |
|
|
|
|
|
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Bends |
This field defines the geometry of the link. The underlying data consists of a series of (x,y) pairs defining the vertices of the link. Each link is made up of a series of straight lines between the defined (x,y) points. This data is not displayed on the grid or property sheet. Link vertices are included when you export link data to CSV files. There are two options available for exporting link vertices. These are selected on the Select CSV Export Options dialog using the Coordinate Arrays Format dropdown list. The options are:
|
NO |
YES |
NO |
|
0 |
XY |
bends |
Array |
|
|
|
|
|
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InfoNet Unique ID |
The InfoNet Unique ID and InfoNet Network ID are unique identifiers associated with the corresponding object and network in an InfoAsset database. When importing from InfoAsset, these identifiers can be copied from the InfoAsset database in order to maintain links between the two networks. |
YES |
YES |
NO |
|
0 |
|
asset_uid |
GUID |
|
|
|
|
|
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InfoNet Network ID |
See InfoNet Unique ID |
NO |
YES |
NO |
|
0 |
|
asset_network_uid |
GUID |
|
|
|
|
|
Float Valve Control Data
Database Table Name: wn_ctl_float_valve
Field Name |
Help Text |
Flag |
Grid |
Property Page |
Size |
Precision |
Database Field |
Default |
Error Lower Limit |
Error Upper Limit |
Warning Lower Limit |
Warning Upper Limit |
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Live Data Point ID |
Name of the associated Live Data Point |
YES |
YES |
5 |
100 |
0 |
|
live_data_point_id |
Text |
|
|
|
|
|
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PoW Unit Cost (from - to) |
Cost per cubic metre, in user defined currency units, of transferring water between the From Node and To Node. Prices can be negative to allow for exports or bulk water sale. |
YES |
YES |
5 |
|
2 |
WN_VCOST |
usds_pow_cost |
|
|
|
|
|
|
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PoW Category (from - to) |
The category into which this cost falls, for flow between the From Node and To Node.
|
YES |
YES |
5 |
16 |
0 |
|
usds_pow_cat |
Text |
|
|
|
|
|
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PoW Unit Cost (to - from) |
Cost per cubic metre, in user defined currency units, of transferring water between the To Node and From Node. Prices can be negative to allow for exports or bulk water sale. |
YES |
YES |
5 |
|
2 |
WN_VCOST |
dsus_pow_cost |
|
|
|
|
|
|
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PoW Category (to - from) |
The category into which this cost falls, for flow between the To Node and From Node.
|
YES |
YES |
5 |
16 |
0 |
|
dsus_pow_cat |
Text |
|
|
|
|
|
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Pipe Status |
You can set a time-varying profile for the pipe closed state in the grid. See Closed Pipes for more information The data in this grid is only used if the Pipe Closed checkbox is un-checked. Database Table Name: wn_ctl_pipe_status
|
YES |
YES |
6 |
|
|
|
status |
Array |
|
|
|
|
|
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Pipe Closed |
The pipe is permanently closed if the box is checked |
YES |
YES |
6 |
|
0 |
|
pipe_closed |
Boolean |
|
|
|
|
|
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Repeat Profile |
Check the Repeat Profile box to repeat a profile (from 00:00 for the selected Repeat Period) for the duration of the simulation. ![]() IMPORTANT
When using the Repeat Profile option; if the defined profile spans over the selected Repeat Period, the profile will not be repeated. |
YES |
YES |
6 |
|
0 |
|
repeat_status |
Boolean |
1 |
|
|
|
|
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Repeat Period |
Profile period which will be repeated throughout simulation, if the Repeat Profile box is checked.
|
YES |
YES |
6 |
|
0 |
|
repeat_status_period |
Integer |
0 |
|
|
|
|
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Initially Open |
Checked if the valve is open at start of simulation |
YES |
YES |
7 |
|
0 |
|
initially_open |
Boolean |
|
|
|
|
|
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Maximum Shear Strength |
The maximum value for the corrosion layer shear strength on the pipe wall. The maximum value for which the hydraulic shear strength will result in material being eroded from the pipe wall. See Water Quality - Turbidity Analysis for further information. |
YES | YES | 8 | WN_STRESS | wq_max_shear_strength | Double | |||||||||||||||||||||||||||||||||||||||||||||||||
Initial Shear Strength |
The initial value for the corrosion layer shear strength on the pipe wall. The hydraulic shear strength must rise above this initial value to begin the erosion of material from the pipe wall. See Water Quality - Turbidity Analysis for further information. |
YES | YES | 8 | WN_STRESS | wq_init_shear_strength | Double | |||||||||||||||||||||||||||||||||||||||||||||||||
Erosion Coefficient |
Parameter used to calculate the quantity of material eroded from the pipe wall when the hydraulic shear stress exceeds the corrosion layer shear strength; the excess shear. See Water Quality - Turbidity Analysis for further information. |
YES | YES | 8 | WN_RATE | wq_erosion_coefficient | Double | |||||||||||||||||||||||||||||||||||||||||||||||||
Erosion Exponent |
The power to which the ratio of excess shear to maximum shear strength is raised when calculating the quantity of material released from the pipe wall. A value of zero will be interpreted as meaning the erosion is independent of the excess shear. See Water Quality - Turbidity Analysis for further information. |
YES | YES | 8 | wq_erosion_exponent | Double | ||||||||||||||||||||||||||||||||||||||||||||||||||
Release Coefficient |
Parameter used to calculate the increase in turbidity as a result of material eroded from the pipe wall. See Water Quality - Turbidity Analysis for further information. |
YES | YES | 8 | WN_TURBLEN | wq_release_coefficient | Double | |||||||||||||||||||||||||||||||||||||||||||||||||
Notes |
You can keep freeform notes about any object in your network. The notes field can be up to 64,000 characters in size, or about 10 pages of printed text. |
NO |
YES |
10 |
|
0 |
|
notes |
Memo |
|
|
|
|
|
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From Node ID |
Name of the From Node for this pipe. You can select the name from the dropdown list of existing nodes, or type the name of a node you have yet to add to the model. From and To represent the typical direction of flow for the pipe. Flow will not always be in this direction. |
YES |
YES |
1 |
30 |
0 |
|
us_node_id |
Text |
|
|
|
|
|
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To Node ID |
Name of the To Node for this pipe. From and To represent the typical direction of flow for the pipe. Flow will not always be in this direction. |
YES |
YES |
1 |
30 |
0 |
|
ds_node_id |
Text |
|
|
|
|
|
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Suffix |
A suffix added by InfoWorks to ensure that all link Ids are unique |
YES |
YES |
NO |
1 |
0 |
|
link_suffix |
Text |
|
|
|
|
|
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Asset ID |
For reference only. Designed as a reference to an asset database, but could be used for anything. |
YES |
YES |
1 |
30 |
|
|
asset_id |
Text |
|
|
|
|
|
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PoW |
Read only field that indicates if Price of Water data has been entered on the property sheet |
NO |
YES |
NO |
|
0 |
|
pow_selected |
Boolean |
|
|
|
|
|
Float Valve Results
All results fields are displayed on the grid when opened while viewing a replay of a simulation, and on a special results page placed at the front of Property Sheets displayed while viewing a simulation replay.
For details of results fields for links, see the Link Results Data Fields topic.