Node results are displayed in the Node Results Window (that can be found as a tab in the Results Grid Window of the Network page) and on the Node Object Properties Window while viewing a replay of a simulation.
Time varying results are shown with the field name in an alternate colour on the grid. Non time varying results have the field name in the normal black type.
Hydraulic Results
|
Field Name |
Description |
Time Varying |
Attribute |
|||||
|---|---|---|---|---|---|---|---|---|
| Level | Level at the current timestep. | Y | Z | DEPNOD | ||||
| Max Level | Maximum level during the simulation. | N | Z | DMAXD | ||||
| Flood Depth |
The difference between Level at the current timestep and Flood Level of a node. Flood Depth(t) = Level(t) - Flood Level |
Y | Y | FloodDepth | ||||
| Max Flood Depth | Maximum difference between flood depth and flood level of a node during the simulation. | N | Y | Max_FloodDepth | ||||
| Flood Volume |
Flood volume at the current timestep. Note: For
2D nodes: The above-surface volume is a notional value calculated by applying the water level to an imaginary cylinder extending vertically upwards from the node.
|
Y | VO | FloodVolume | ||||
| Max Flood Volume | Maximum flood volume during the simulation. See Note in Flood Volume. | N | VO | Max_FloodVolume | ||||
| Flow |
Applicable to 2D nodes of the type Connect 2D only with a connection type of 2D or Lost. Volume of fluid passing through a Connect 2D node per unit time. |
Y | Q | FLOW | ||||
| Volume Lost | For Nodes with Flood Type Lost, this is the total volume lost to the system through flooding during the simulation so far. The value should be zero for Nodes with Flood Type of Sealed or Stored. | Y | VO | FLVOL | ||||
| Max Volume Lost | For Nodes with Flood Type Lost, this is the total volume lost to the system through flooding during the entire simulation. The value should be zero for Nodes with Flood Type of Sealed or Stored. | N | VO | MAX_FLVOL | ||||
| Gully / Inlet Flow | For Nodes with Flood Type Gully or Inlet, this is the discharge between surface storage and manhole. | Y | Q | GLLYFLOW | ||||
| Gully/Inlet Cumulative Flow | For Nodes with Flood Type Gully or Inlet, this is the total flow between surface storage and manhole. | N | VO | GLLYQCUM | ||||
| Gutter Spread |
For Nodes with Flood Type Inlet, this is the width of flow from the curb face to the extent of the water on the roadway calculated from: d=TSx Where: T = Gutter spread, m (ft) d = Overland Level - min(Ground level, Bottom storage level), m (ft) Sx = Cross slope, m/m (ft/ft) |
Y | Y | GTTRSPRD | ||||
| Inlet Efficiency | For Nodes with Flood Type Inlet, this is the efficiency of interception of flow at the node expressed as a fraction. | Y | INLETEFF | |||||
| Overland Level | For Nodes with Flood Type Gully, this is the Level in the surface storage part of the node. | Y | Z | OVDEPNOD | ||||
| Overland Volume Balance (%) | For Nodes with Flood Type Gully, this is the percentage volume balance in the gully node. | N | OVPCVBAL | |||||
| Overland Cumulative Inflow | For Nodes with Flood Type Gully, this is the cumulative inflow to the gully node. | N | VO | OVQINCUM | ||||
| Overland Inflow | For Nodes with Flood Type Gully, this is the inflow into the gully node. | Y | Q | OVQNODE | ||||
| Overland Volume Balance | For Nodes with Flood Type Gully, this is the Volume balance in the gully node. | N | VO | OVVOLBAL | ||||
| Overland Volume | For Nodes with Flood Type Gully, this is the Volume in the surface storage part of the node. | Y | VO | OVVOLUME | ||||
| Volume Balance (%) |
Percentage Volume Balance is equal to:
Note that very large percentage volume balance results may occur if volumes involved are very small. ICMLive Operator Client can automatically check and report on percentage volume balance that exceeds a given threshold. See Run Diagnostics Dialog for further details. |
N | PCVOLBAL | |||||
| Flow Limited |
Applicable to simulations using the Timestep Log option on the Run Diagnostics Dialog. For Nodes with Flood Type Inlet 2D, this result indicates whether flow capping has been applied at the node (0 = capping, 1 = no capping). See Inlet Nodes for further information. |
Y | Q_LIMITED | |||||
| Duration of Flow Limiting |
For Nodes with Flood Type Inlet 2D. The total time over the simulation during which flow limiting was applied. See Inlet Nodes for further information. |
N | TS | Q_LIMITED_DURATION | ||||
| Cumulative limited volume |
Applicable to simulations using the Timestep Log option on the Run Diagnostics Dialog. For Nodes with Flood Type Inlet 2D, this result indicates the severity of the capping procedure as a volume. |
Y | VO | Q_LIMITED_VOLUME | ||||
| Cumulative limited volume rate |
Applicable to simulations using the Timestep Log option on the Run Diagnostics Dialog. For Nodes with Flood Type Inlet 2D, Cumulative limited volume rate is calculated as: (CLV(t+1) - CLV(t))/(results timestep) Where CLV is Cumulative limited volume. |
Y | Q | Q_LIMITED_VOLUME_RATE | ||||
| Total cumulative limited volume | For Nodes with Flood Type Inlet 2D, this is the maximum Cumulative limited volume value. | N | VO | Q_TOTAL_LIMITED_VOLUME | ||||
| Cumulative flow |
Applicable only to 2D nodes of the type Connect 2D with a connection type of 2D or Lost. The total flow through the node during the simulation. |
N | VO | QCUM | ||||
| Cumulative Inflow |
The total inflow into the node during the simulation |
N | VO | QINCUM | ||||
| Infiltration Loss |
Infiltration out of the node into the surrounding ground. For a pond node this is calculated as the sum of: Wetted surface area of region x Infiltration coefficient of region Where regions are: below liner, above liner and above vegetation. See Sustainable Urban Drainage Systems for more details. |
Y | Q | QINFNOD | ||||
| Inflow | Total inflow to the node at the current timestep. | Y | Q | QNODE | ||||
| Direct Runoff |
For nodes of type Pond, Direct Runoff is equal to the rainfall on the wetted surface of the pond. |
Y | Q | QRAIN | ||||
| Level in 2D Zone |
Applicable to 2D nodes only. Level in the 2D mesh at the node at the current timestep. For Connect 2D nodes, the Level in the 2D Zone depends on the connection type:
|
Y | Z | TWODDEPNOD | ||||
| Max Level in 2D Zone | Maximum level in the 2D mesh at the node during the simulation. See Level in 2D Zone for connection type dependencies for Connect 2D nodes. | N | Z | MAX_TWODDEPNOD | ||||
| Flooding onto 2D Zone |
Applicable to 2D nodes only. Flow from 2D node onto 2D zone at the current timestep. Positive for flows from 2D node to 2D zone, zero for flows from 2D zone to 2D node. |
Y | Q | TWODFLOODFLOW | ||||
| Max Flooding onto 2D Zone |
Applicable to 2D nodes only. Maximum flow from 2D node onto 2D zone during the simulation. Positive for flows from 2D node to 2D zone, zero for flows from 2D zone to 2D node. |
N | Q | MAX_TWODFLOODFLOW | ||||
| Flow from 2D Zone |
Applicable to 2D nodes only. Flow from 2D Zone into 2D node at the current timestep. Positive for flows from 2D Zone to 2D Node, negative for flows from 2D Node to 2D Zone. |
Y | Q | TWODFLOW | ||||
| Max Flow from 2D Zone |
Applicable to 2D nodes only. Maximum flow from 2D Zone from 2D Zone into 2D node during the simulation. Positive for flows from 2D Zone to 2D Node, negative for flows from 2D Node to 2D Zone. |
N | Q | MAX_TWODFLOW | ||||
| Cumulative Flow from 2D Zone |
Applicable to 2D nodes only. Cumulative flow between 2D Zone and 2D node. Positive for flows from 2D Zone to 2D Node, negative for flows from 2D Node to 2D Zone. |
N | VO | TWODQCUM | ||||
| Cumulative flooding onto 2D zone |
Applicable to 2D nodes only. Cumulative flow from the node onto the 2D zone calculated as the integral of outflows from the node. |
N | VO | TWODQCUMFLOOD | ||||
| Volume at Flood Level | The volume of the node up to the Flood Level. | N | VO | VFLOOD | ||||
| Volume at Ground Level | The volume of the node up to Ground Level. | N | VO | VGROUND | ||||
| Volume Balance |
Volume balance = total outflow - total inflow - change in storage Volume balance should be zero ICMLive Operator Client can automatically check and report on volume balance that exceeds a given threshold. See Run Diagnostics Dialog for further details. |
N | VO | VOLBAL | ||||
| Volume |
Total volume at the node at the current timestep. Note: For
2D nodes: The above-surface volume is a notional value calculated by applying the water level to an imaginary cylinder extending vertically upwards from the node.
|
Y | VO | VOLUME | ||||
| Max Volume | Total volume at the node during the simulation.
See Volume for 2D node volume calculation. |
Y | VO | MAX_VOLUME |
Water quality results
Summary results (non time-varying)
|
Field Name |
Help Text |
Attribute |
|
|---|---|---|---|
|
Concentration <CFX> <SFX> |
Concentration of water quality determinant sediment fraction, where <CFX> represents the coliform determinant name and <SFX> represents the sediment fraction |
MCSI |
MC<CFX><SFX> |
|
Concentration <PPP> <SFX> |
Concentration of water quality determinant sediment fraction, where <PPP> represents the determinant name and <SFX> represents the sediment fraction |
MCSI |
MC<PPP><SFX> |
|
Max concentration <CFX> dissolved |
Maximum mass concentration of dissolved water quality determinant, where <CFX> represents the coliform determinant name |
MCSI |
MC<CFX>DIS |
|
Max concentration <PPP> dissolved |
Maximum mass concentration of dissolved water quality determinant, where <PPP> represents the determinant name |
MCSI |
MC<PPP>DIS |
|
Concentration <CFX> total |
Maximum total mass concentration of water quality determinant, where <CFX> represents the coliform determinant name |
MCSI |
MC<CFX>TOT |
|
Concentration <PPP> total |
Maximum total mass concentration of water quality determinant, where <PPP> represents the determinant name |
MCSI |
MC<PPP>TOT |
| Max concentration <PPP> detrital | Maximum mass concentration of detrital water quality determinant, where <PPP> represents the determinant name | MCSI | MC<PPP>DET |
|
Max concentration <SFX> |
Maximum mass concentration of sediment fraction, where <SFX> represents the sediment fraction |
MCSI |
MC<SFX> |
| Max concentration H2S dissolved | Maximum concentration of dissolved hydrogen sulphide experienced during simulation | MCSI | MCH2S |
| Maximum pH | Maximum pH value experienced during simulation | PHMAX | |
| Minimum pH | Minimum pH value experienced during simulation | PHMIN | |
|
Total mass of <CFX> from DWF |
Total mass of water quality determinant from dry weather flow, where <CFX> represents the coliform determinant name |
M |
TM<CFX>DWF |
|
Total mass of <PPP> from DWF |
Total mass of water quality determinant from dry weather flow, where <PPP> represents the determinant name |
M |
TM<PPP>DWF |
|
Total mass of <CFX> from point inflows |
Total mass of water quality determinant from point inflows, where <CFX> represents the coliform determinant name |
M |
TM<CFX>PIN |
|
Total mass of <PPP> from point inflows |
Total mass of water quality determinant from point inflows, where <PPP> represents the determinant name |
M |
TM<PPP>PIN |
|
Total mass of <SFX> from DWF |
Total mass of sediment fraction from dry weather flow, where <SFX> represents the sediment fraction name |
M |
TM<SFX>DWF |
|
Total mass of <SFX> from point inflows |
Total mass of sediment fraction from point inflows, where <SFX> represents the sediment fraction name |
M |
TM<SFX>PIN |
| Total mass of <PPP> detrital from point inflows | Total mass of detrital water quality determinant from point inflows, where <PPP> represents the determinant name | M | TM<PPP>DETPIN |
|
Total mass of <CFX> at start of initialisation |
Total mass of water quality determinant at start of initialisation phase, where <CFX> represents the coliform determinant name |
M |
TM1<CFX> |
|
Total mass of <PPP> at start of initialisation |
Total mass of water quality determinant at start of initialisation phase, where <PPP> represents the determinant name |
M |
TM1<PPP> |
| Total mass of <PPP> det at start of initialisation | Total mass of detrital water quality determinant at start of initialisation phase, where <PPP> represents the determinant name | M | TM1<PPP>DET |
|
Total mass of <SFX> at start of initialisation |
Total mass of Sediment Fraction at start of initialisation phase, where <SFX> represents the sediment fraction name |
M |
TM1<SFX> |
| Total mass of coliforms at start of initialisation | Total mass of coliforms at start of initialisation | TM1COL | |
|
Total mass of <CFX> at end of initialisation |
Total mass of water quality determinant at end of initialisation phase, where <CFX> represents the coliform determinant name |
M |
TM2<CFX> |
|
Total mass of <PPP> at end of initialisation |
Total mass of water quality determinant at end of initialisation phase, where <PPP> represents the determinant name |
M |
TM2<PPP> |
| Total mass of <PPP> det at end of initialisation | Total mass of detrital water quality determinant at end of initialisation phase, where <PPP> represents the determinant name | M | TM2<PPP>DET |
|
Total mass of <SFX> at end of initialisation |
Total mass of Sediment Fraction at end of initialisation phase, where <SFX> represents the sediment fraction |
M |
TM2<SFX> |
| Total mass of coliforms at end of initialisation | Total mass of coliforms at end of initialisation | TM2COL | |
|
Total mass of <CFX> at end of simulation |
Total mass of water quality determinant at end of simulation, where <CFX> represents the coliform determinant name |
M |
TM3<CFX> |
|
Total mass of <PPP> at end of simulation |
Total mass of water quality determinant at end of simulation, where <PPP> represents the determinant name |
M |
TM3<PPP> |
| Total mass of <PPP> det at end of simulation | Total mass of detrital water quality determinant at end of simulation, where <PPP> represents the determinant name | M | TM3<PPP>DET |
|
Total mass of at end of simulation |
Total mass of Sediment Fraction at end of simulation phase, where <SFX> represents the sediment fraction name |
M |
TM3<SFX> |
| Total mass of coliforms at end of simulation | Total mass of coliforms at end of simulation | TM3COL | |
| Total mass of coliforms from DWF | Total mass of coliforms from dry weather flow | TMCOLDWF | |
| Total mass of coliforms from point inflows | Total mass of coliforms from point inflows | TMCOLPIN | |
| Maximum water temperature | Maximum water temperature experienced during the simulation | CF | TWMAX |
| Minimum water temperature | Minimum water temperature experienced during the simulation | CF | TWMIN |
Time-varying results
|
Field Name |
Help Text |
Database Field |
|
|---|---|---|---|
|
Mass inflow <SFX> |
Total mass inflow of Sediment Fraction, where <SFX> represents the sediment fraction |
MFSI |
IN<SFX> |
|
Total mass inflow of <CFX> |
Total mass inflow of water quality derteminant, where <CFX> represents the coliform determinant name |
MFSI |
IN<CFX>TOT |
|
Total mass inflow of <PPP> |
Total mass inflow of water quality derteminant, where <PPP> represents the determinant name |
MFSI |
IN<PPP>TOT |
| Total mass inflow of coliforms | Total mass inflow of coliforms | INCOLTOT | |
|
Potency factor <CFX> <SFX> |
Potency factor of water quality determinant, where <CFX> represents the coliform determinant name and <SFX> represents the sediment fraction |
PF |
PF<CFX><SFX> |
|
Potency factor <PPP> <SFX> |
Potency factor of water quality ,where <PPP> represents the determinant name and <SFX> represents the sediment fraction |
PF |
PF<PPP><SFX> |
|
Mass inflow <CFX> Dissolved |
Mass inflow of dissolved water quality determinant, where <CFX> represents the coliform determinant name |
MFSI |
IN<CFX>DIS |
|
Mass inflow <PPP> Dissolved |
Mass inflow of dissolved water quality determinant, where <PPP> represents the determinant name |
MFSI |
IN<PPP>DIS |
|
Mass inflow <CFX> <SFX> |
Mass inflow of water quality determinant by sediment fraction, where <CFX> represents the coliform determinant name and <SFX> represents the sediment fraction |
CFS |
IN<CFX><SFX> |
|
Mass inflow <PPP> <SFX> |
Mass inflow of water quality determinant by sediment fraction, where <PPP> represents the determinant name and <SFX> represents the sediment fraction |
MFSI |
IN<PPP><SFX> |
| Mass inflow <PPP> detrital | Mass inflow of detrital water quality determinant, where <PPP> represents the determinant name | MFSI | IN<PPP>DET |
| Mass inflow coliforms | Mass inflow of coliforms | INCOLDIS | |
|
Concentration <CFX> <SFX> |
Concentration of water quality determinant sediment fraction, where <CFX> represent the coliform determinant name and <SFX> represents the sediment fraction |
MCSI |
MC<CFX><SFX> |
|
Concentration <PPP> <SFX> |
Concentration of water quality determinant sediment fraction, where <PPP> represent the determinant name and <SFX> represents the sediment fraction |
MCSI |
MC<PPP><SFX> |
|
Concentration <CFX> Dissolved |
Concentration of dissolved water quality determinant, where <CFX> represents the coliform determinant name |
MCSI |
MC<CFX>DIS |
|
Concentration <PPP> Dissolved |
Concentration of dissolved water quality determinant, where <PPP> represents the determinant name |
MCSI |
MC<PPP>DIS |
| Concentration <PPP> detrital | Concentration of detrital water quality determinant, where <PPP> represents the determinant name | MCSI | MC<PPP>DET |
|
Concentration <CFX> total |
Total concentration of water quality determinant, where <CFX> represents the coliform determinant name |
MCSI |
MC<CFX>TOT |
|
Concentration <PPP> total |
Total concentration of water quality determinant, where <PPP> represents the determinant name |
MCSI |
MC<PPP>TOT |
|
Concentration <SFX> |
Concentration of Sediment Fraction, where <SFX> represents the sediment fraction |
MCSI |
MC<SFX> |
| Concentration H2S dissolved | Concentration of dissolved hydrogen sulphide | MCSI | MCH2S |
| pH | pH at current timestep | PH | |
| Water temperature | Temperature of water at current timestep | CF | TW |
| Unionised ammoniacal nitrogen | Concentration of uninonised ammoniacal nitrogen | MCSI | UNNH3 |
| Concentration H2S dissolved | Concentration of dissolved hydrogen sulphide | MCSI | MCH2S |
| Saturated DO |
Concentration of saturated dissolved oxygen. Only displayed when carrying out a Water Quality simulation including modelling of Dissolved Oxygen. |
MCSI | DO_SAT |