AbstractBroadCrestedCWeir Properties |
The AbstractBroadCrestedCWeir type exposes the following members.
| Name | Description | |
|---|---|---|
| dDischargedDownStreamWaterLevel |
Calculated Discharge derivative with DownStreamWaterLevel. Downstream is relative to the direction of chainage.
The value is calculated by SetWaterLevels.
Unit: [m^2/s]
(Inherited from Structure.) | |
| dDischargedUpStreamWaterLevel |
Calculated Discharge derivative with UpStreamWaterLevel. Upstream is relative to the direction of chainage.
The value is calculated by SetWaterLevels.
Unit: [m^2/s]
(Inherited from Structure.) | |
| Delhs |
Linear flow variation.
For water level differences less than delhs use a linear Q variation
between h1-h2=delhs and h1-h2=0. This is to avoid stability problems
for small water level differences where dQdh goes to infinity.
Unit: [m]
Default: 0.01
| |
| Discharge |
Calculated Discharge. The value is calculated by SetWaterLevels.
Unit: [m^3/s]
(Inherited from Structure.) | |
| DownstreamCrossSection |
Downstream cross section data. The cros section data is the processed level, with, area.
Set up during initialize, from cross section database.
| |
| DownstreamWaterLevel |
Downstream water level.Downstream refers to the direction of chainage. The water level is set by use of
SetWaterLevels
Unit: [m]
(Inherited from Structure.) | |
| ExtensionData |
Property used by (de)serializer, when it can not find proper target for
a data field. Support of forward compatible data contracts.
(Inherited from Structure.) | |
| FlowArea |
Flow area in the structure. Uses WaterLevelInStructure which is updated when
SetWaterLevels() is called.
(Overrides StructureFlowArea.) | |
| FlowFactor |
The discharge (and discharge derivatives) are scaled by the flow factor.
(Inherited from Structure.) | |
| HeadLossFreeOverflowNegativeFlow |
Free overflow factor for negative flow.
Default value = 1.
| |
| HeadLossFreeOverflowPositiveFlow |
Free overflow factor for positive flow.
Default value = 1.
| |
| HeadLossInflowNegativeFlow |
Inflow head loss factor for positive flow.
Default value = 0.5.
| |
| HeadLossInflowPositiveFlow |
Inflow head loss factor for positive flow.
Default value = 0.5.
| |
| HeadLossOutflowNegativeFlow |
Free overflow factor for negative flow.
Default value = 1.
| |
| HeadLossOutflowPositiveFlow |
Outflow head loss factor for positive flow.
Default value = 1.
| |
| ID |
Structure ID
(Inherited from Structure.) | |
| IDInUserUnit |
Used to get a consistent description of the structure. The ID comes in user units. Used e.g. when
reporting errors, warnings and hints.
(Inherited from Structure.) | |
| Implicit |
Flag to control if the structure is implicit or explicit. If the structure is explicit
(Implicit == false) then the derivatives of the dicharge are always zero.
Default value: true
(Inherited from Structure.) | |
| InvertLevelDownstream |
Invert level down stream
(Inherited from Structure.) | |
| InvertLevelUpstream |
Invert level up stream
(Inherited from Structure.) | |
| IterationTolerance |
Iteration tolerance.
Default 0.0001
| |
| Length |
Length of the structure.
Unit: [m]
Default value: 0m
(Inherited from Structure.) | |
| Location |
Location property.
(Inherited from Structure.) | |
| MaximumIterations |
Maximum number of iterations in a structure to obtain convergence of the discharge.
Default value = 100
Currently this is set for all structures from the MaximumIterationsInStructure, but it is prepared for individual structure values. | |
| MinimumHeadloss |
Minimum headloss across a structure.
Default value = 0.1
Currently this is set for all head loss structures from the MinimumHeadloss, but it is prepared for individual structure values. | |
| PartOfCompositeFlow |
When the culvert is part of a composite structure Q1=Q2 will differ from Qs.
Qs=Q1*_partOfCompositeFlow;
| |
| RunTimeDiagnostics |
The getter is used to get a list of errors.
(Inherited from Structure.) | |
| SideStructureBank |
Bank side that side-structure is located on
(Inherited from Structure.)If side structure contains reservoir, and has the Coordinate set, this is not used (and should be set to Undefined). | |
| SideStructureReservoir |
Reservoir at end of side structure. Null if not side structure, or no reservoir is defined
(Inherited from Structure.) | |
| StructureIterationCentering |
Free overflow factor for negative flow.
Default value = 1.
| |
| StructureType |
Type of structure
(Inherited from Structure.) | |
| TopoID |
String used to identified cross sections
(Inherited from Structure.) | |
| Type |
Structure type, unique for each type structure.
(Inherited from Structure.) | |
| UpstreamCrossSection |
Upstream cross section data. The cros section data is the processed level, with, area.
Set up during initialize, from cross section database.
| |
| UpstreamWaterLevel |
Upstream water level. Upstream refers to the direction of chainage. The water level is set by use of
SetWaterLevels
Unit: [m]
(Inherited from Structure.) | |
| Valve |
Type of the valve
Default: None
(Inherited from ValvedStructure.) | |
| WaterLevelInStructure |
Water level in the structure at the latest call to SetWaterLevels()
|