Demand Area data fields can be edited on the Demand Area Grid View or the Demand Area Property Sheet.
The following table describes all the Demand Area specific data needed to define a Demand Area.
Further information, including units details, about all the Network Object fields stored in the database can be found in the Network Data Fields topic.
The Property Page column shows which page of the property sheet displays the data. The pages are:
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Demand Area Parameters Page
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Demand Area Definition Page
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Demand Area Target Points Page
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Demand Area PM Areas Page
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Demand Area Live Data Usage Page
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Demand Area Flow/Pressure Page
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Demand Area Calculation Page
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Demand Area Demand/Leakage Page
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Demand Area Demand/Leakage Grid Page
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Demand Area Expected Leakage Page
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Notes Page
The Grid column tells you if the data item is available for editing in the grid view.
Demand Area Data Fields
Field Name |
Help Text |
Flag |
Grid |
Property Page |
Size |
Precision |
Units |
Database Table |
Database Field |
Data Type |
Database Data Structure |
Default |
Error Lower Limit |
Error Upper Limit |
Warning Lower Limit |
Warning Upper Limit |
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Demand Area ID |
Unique text value identifying the Demand Area (usually related to node area codes) |
YES |
YES |
1 |
30 |
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wn_demand_area |
area_id |
Text |
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Polygon ID |
Text field linking the Demand Area to Polygons |
YES |
YES |
1 |
30 |
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wn_demand_area |
polygon_id |
Text |
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Calibration Start |
The Start Date and Time for the 24 hour period over which Demand Area Analysis calculations will be carried out. The default setting is the Control Start time. |
YES |
YES |
1 |
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wn_demand_area |
calibration_start |
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Total Inflows |
Read only value. The inflow into the Demand Area over 24 hours starting from the Calibration Start time (calculated from Live Data). |
NO |
YES |
1 |
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2 |
WN_VO |
wn_demand_area |
total_inflows |
Double |
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Total Outflows |
Read only value. The outflow from the Demand Area over 24 hours starting from the Calibration Start time (calculated from Live Data) |
NO |
YES |
1 |
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2 |
WN_VO |
wn_demand_area |
total_outflows |
Double |
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Net Inflow |
Net inflow into the Demand Area. Net Inflow = Total Outflows - Total Inflows |
NO |
YES |
1 |
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2 |
WN_VO |
wn_demand_area |
net_inflow |
Double |
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Length of Mains |
Read only value calculated from the total length of mains in the Demand Area (defined by the boundary conditions and seed node(s) on the Demand Area Definition Page) |
NO |
YES |
1 |
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2 |
L |
wn_demand_area |
length_of_mains |
Double |
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Unprofiled Demand |
Name of the Demand Diagram Category for this Demand Area which will represent unknown demand (e.g. domestic). The Demand Category profile may be updated / created at the end of the flow balance. |
YES |
YES |
1 |
30 |
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wn_demand_area |
unmetered_demand |
Text |
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Demand Interpolation |
The point in each timestep where demand is calculated. Default is Middle
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YES |
YES |
1 |
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wn_demand_area |
demand_interpolation |
Integer |
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1 |
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AZNP Node |
Average Zone Night Pressure Node is the node with an 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 the Customer Points. Note: The procedure to determine the AZNP Node does not take account of either Node or Customer Point density. |
YES |
YES |
1 |
30 |
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wn_demand_area |
aznp_node |
Text |
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AZNP |
Average Zone Night Pressure 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. Default value is calculated from simulation results if there are simulation results open in the GeoPlan. (Live data will be used if both Live Data and results are available for the AZNP node). Default value is null if there is no AZNP node specified, or if there are no live data or simulation results available for the AZNP node. |
YES |
YES |
1 |
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2 |
WN_P |
wn_demand_area |
aznp |
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Leakage Profile |
Name of the Demand Diagram Category for this Demand Area which will represent leakage. Values from this category will be used in the flow balance calculations. Default is CONST_LEAKAGE |
YES |
YES |
1 |
30 |
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wn_demand_area |
leakage_profile |
Text |
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Leakage Application |
Method used to distribute leakage consumption across the Demand Area. There are four options available: Node All nodes share an equal proportion of leakage consumption. Leakage applied to node is calculated as:
Length of Pipe Leakage is applied to nodes based on the length of mains associated to each node. Each node has half the length between itself and the adjoining node associated with it. Leakage applied to node is calculated as:
Unprofiled Demand This option divides leakage between all nodes in the Demand Area which have Unprofiled Demand category demand assigned. Demand is weighted by number of properties found at nodes with Unprofiled Demand category.
Total Connections This option weights leakage at nodes based on the number of connections at the node. Leakage applied to node is calculated as:
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YES |
YES |
1 |
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wn_demand_area |
leakage_application |
Integer |
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Seed Nodes |
The Seed Node(s) is a node within the current Demand Area. A trace is carried out starting from the Seed Node and continuing until each branch of the trace reaches either one of the boundary conditions selected in the Boundary Condition grid, or the limits of the network. The resultant selection of nodes and links defines the Demand Area
|
NO |
YES |
2 |
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wn_demand_area |
seed_nodes |
Array |
wn_seed_nodes |
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Bounding Links |
Links acting as boundary conditions to the Demand Area |
YES |
YES |
2 |
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wn_demand_area |
bounding_links |
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-1 |
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NFM Start Time |
The start time of the period in which the Minimum Night Flow will be calculated. Default is 00:00 |
YES |
YES |
3 |
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wn_demand_area |
nfm_start_time |
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NFM End Time |
The end time of the period in which the Minimum Night Flow will be calculated. Default is 05:00 |
YES |
YES |
3 |
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wn_demand_area |
nfm_end_time |
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Measurement Period |
The time interval over which the Minimum Night Flow will be calculated Default is 60 mins |
YES |
YES |
3 |
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WN_TS |
wn_demand_area |
measurement_period |
Integer |
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60 |
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Min Night Flow Time |
Time at which Minimum Night Flow occurs. |
YES |
YES |
3 |
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wn_demand_area |
min_night_flow_time |
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Multiplier |
Sampling Duration Correction factor to allow for changes in the Minimum Night Flow Measurement period.
Default is interpolated from the values in table above (from WRc Managing Leakage Reports, Report E - Interpreting Measured Night Flows) |
YES |
YES |
3 |
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2 |
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wn_demand_area |
multiplier |
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Night Use |
The demand used for the unprofiled consumer in the leakage calculations
Table from WRc Managing Leakage Reports, Report E - Interpreting Measured Night Flows Default is 1.7 l/prop/hr |
YES |
YES |
3 |
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2 |
WN_QNS |
wn_demand_area |
unmetered_dom_nu |
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Infrastructure Correction Factor |
A factor indicating the relative condition of the infrastructure. Range is expected to be between 0.1 and 2 where:
Default value is 1. |
YES |
YES |
8 |
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1 |
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wn_demand_area |
icf |
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1.0 |
0.1 |
2 |
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Pressure Correction Factor |
A factor to correct the AZNP to a standard 50m. Range is expected to be between 0.1 and 3. Default value is calculated from Pressure Correction Factor Method used, if there is an AZNP value available for calculations. Default value is 1 if there is no AZNP value available for calculations. |
YES |
YES |
8 |
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3 |
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wn_demand_area |
pcf |
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1.0 |
0.1 |
3 |
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Leakage Index Method |
Method used to calculate the Pressure Correction Factor.There are two options available:
Default is WRC Report 26
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YES |
YES |
8 |
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wn_demand_area |
pcf_method |
Integer |
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Target Points |
Grid view of Target Points that may be used to define nodes or customer points for level of service monitroing. These points can be selected manually, or they can be generated automatically based on either snap shot pressure results or elevations. See Demand Area Target Points Page for details
|
NO |
YES |
9 |
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wn_demand_area |
target_points |
Array |
wn_target_points |
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PMA Seed Links |
Grid of seed links for the current Pressure Managed Area
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NO |
YES |
10 |
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wn_demand_area |
pm_area_supplies |
Array |
wn_pm_area_supplies |
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Pressure Managed Areas |
Grid View of Pressure Managed Areas in the current Demand Area
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NO |
YES |
10 |
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wn_demand_area |
pm_areas |
Array |
wn_pm_areas |
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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 |
11 |
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0 |
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wn_demand_area |
notes |
Memo |
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Validation |
Indicates the status of the Demand Area Analysis.
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NO |
YES |
NO |
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wn_demand_area |
validation |
Integer |
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Calculated Fields
Data Field |
Description |
Grid |
Property Page |
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Measurement Period Start Time |
The calculated start time on the Measurement Period for Minimum Night Flow. |
NO |
7 |
||
Measurement Period End Time |
The calculated end time on the Measurement Period for Minimum Night Flow. |
NO |
7 |
||
Adjusted Average Minimum Night Flow |
The calculated average Minimum Night Flow for the Measurement Period taking the Multiplier into account. |
YES |
7 |
||
Unprofiled Demand Properties |
Count of all properties in the Demand Area using the Unprofiled Demand category. |
YES |
7 |
||
Calculated Specific Consumption | The daily consumption per property. This is calculated as volume per property per day. | YES | 7 | ||
Demand from Known Profiles |
Total demand for all Demand Categories used in the Demand Area that are not described as Leakage Profile or Unprofiled Demand on the Parameters Tab. |
NO |
7 |
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Unaccounted for Water |
Calculated Leakage. |
YES |
7 |
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Leakage Profile Factor |
Average Factor taken from the Demand Diagram for the Leakage Category over the measurement period. |
NO |
7 |
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Count of allocated Unprofiled Demand Properties |
Count of all properties in the Demand Area using the Unprofiled Demand category. If Pressure Managed Areas have been defined, the count of properties in each Pressure Managed Area will be reported also. |
NO |
10 |
||
Length of Mains |
Length of mains is reported for the Demand Area. If Pressure Managed Areas have been defined Length of Mains is reported for each Pressure Managed Area also. |
NO |
10 |
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Background Losses |
Background Losses are calculated as:
where: ICF = Infrastructure Correction Factor PCF = Pressure Correction Factor Note:
Background Losses are calculated as l/hr and then converted to user units for reporting purposes. |
YES |
10 |
||
Excess Unaccounted for Water |
Excess Unaccounted for Water is calculated as: Unaccounted for Water - Background Losses |
YES |
10 |
||
Equivalent Service Pipe Bursts at 1.6cum/hr - 50m AZNP |
Equivalent Service Pipe Bursts are calculated as:
where: Median Service Pipe Burst Flow Rate:
|
NO |
10 |