| Clone | Creates a new object that is a copy of the current instance. |
| CompareBy(ILocation, String) | Predicate to find ICrossSection by Location and topo_id. |
| CompareBy(ILocationSpan, String) | Predicate to find ICrossSection by LocationSpan and Topo_ID. Uses StrictlyContains |
| CompareBy(String, String) | Predicate to find ICrossSection by ID/BranchName and Topo_ID |
| CompareTo | IComparable implementation. Calls IComparable on the members, if that returns 0, if that returns 0 calls CompareTo on the Topo_ID, calls CompareTo on the DHI_ID members,. |
| DeepClone | Creates a new object that is a copy of the current instance. |
| Equals | Determines whether the specified object is equal to the current object. (Inherited from Object) |
| Extrapolate | Returns an extrapolated CrossSection, i.e., a copy of this cross section at the new location. |
| Finalize | Allows an object to try to free resources and perform other cleanup operations before it is reclaimed by garbage collection. (Inherited from Object) |
| GetAdditionalSurfaceArea | Additional storage area is a surface area that the mass equation takes into account, but it does not influence the momentum equation. It could be a small pond next to the river that is filled/emptied as the water level in the river raises/falss. |
| GetArea | Return the cross sectional geometric area |
| GetBuffer | Get buffer, for use in CrossSectionSlotDecorator |
| GetChild | Returns a Clone of the CrossSection, where the parent keeps a reference to the child. If a property is changed on the parent it will reflect in the child. |
| GetConveyance | Get the conveyance at the specified water level |
| GetCriticalDepthOld | Gets the Critical depth for a given discharge - [m3/s] The critical depth is the depth where the flow changes from supercritical to subcritical flow. |
| GetCriticalDischarge | Gets the Critical discharge for a given water level The critical discharge is the discharge where the flow changes from supercritical to subcritical flow. |
| GetFlowArea | Return the cross sectional flow area, which may differ from the geometrical area due to water not being part of the flow |
| GetFlowAreaDerivative | Get storagewidth as dA/dh from neighboring values in processed XS areas at waterLevel This is how M11 does it - ONLY USED IN M11 SCHEME WHEN COMPARING DIRECTLY WITH M11 RESULTS Only implemented in XSOpen for now |
| GetFrictionValues(Double, CrossSectionBufferLevel) | Values required to calculate friction factor for higher order friction term |
| GetFrictionValues(Double, CrossSectionBufferLevel, Double, Double, Double, Double) | Values required to calculate friction factor for higher order friction term |
| GetGeoReferencedCoords | If cross section coordinates are valid, returns the geographic (in the landscape's plane) coordinates of all points, otherwise null. Raw data must be present. |
| GetHashCode | Serves as the default hash function. (Inherited from Object) |
| GetHydraulicRadius | Returns the hydraulic radius for the given water level. The radius is calculated as one of: Resistance radius, effective area hydraulic radius, or total area hydraulic radius |
| GetHydraulicRadiusDerivative | Get the derivative of the hydraulic radius at the given water level. |
| GetNaturalDepthOld |
Gets the Natural depth for a given discharge [m3/s] and slope [dimensionless]
The natural depth is the depth where the flow resistance and velocity
balances, i.e., the Manning formula is fullfilled: Q = M*A*R^(2/3)*sqrt(I)
|
| GetResistanceFactor(Double) | Resistance factor for the given water level. This will always return absolute resistance values. |
| GetResistanceFactor(Double, CrossSectionBufferLevel) | Resistance factor for the given water level. This will always return absolute resistance values. |
| GetResistanceFactorDerivative(Double) | Get the derivative of the resistance factor at the given water level |
| GetResistanceFactorDerivative(Double, CrossSectionBufferLevel) | Get the derivative of the resistance factor at the given water level |
| GetStorageWidth | Returns the width from left bank to right bank at the given water level. |
| GetType | Gets the Type of the current instance. (Inherited from Object) |
| GetVolumeFromAdditionalSurfaceArea | Return the integrated additional surface area from the bottom of the top slot to waterLevel |
| Initialize | Initialize cross section. Calculates processed data if needed. |
| MemberwiseClone | Creates a shallow copy of the current Object. (Inherited from Object) |
| Prepare | Ensures that the resistance formulation is not relative. If the resistance formulation is Mannings n it is changed to Mannings M and the data are changed accordingly if the resistance formulation is Darcy Weisbach formulation and data are changed to Chezy. |
| ToString | Returns a string that represents the current object. (Inherited from Object) |
| UpdateBuffer | Update buffer, for use in CrossSectionSlotDecorator |
| UpdateDatum | Update datum for cross section |
| Validate | Validates that this cross sections is set up correctly. |
| ZMinFromCenter | The minimum value of Z in the cross section (bottom level) |
| CalculateNaturalDepth |
Gets the Natural depth for a given discharge [m3/s] and slope [dimensionless]
The natural depth is the depth where the flow resistance and velocity
balances, i.e., for Manning resistance formulation when Manning formula is fullfilled:
Q = M*A*R^(2/3)*sqrt(I)
(Defined by CrossSectionExtensions) |
| GetCapacity |
Get the capacity=conveyance*sqrt(slope) at the specified water level and slope.
(Defined by CrossSectionExtensions) |
| GetConveyance |
Get the conveyance at the specified water level and slope.
The slope must be positive (Defined by CrossSectionExtensions) |
| GetDelh |
Return delh for the cross section.
(Defined by CrossSectionExtensions) |
| GetNaturalDepth |
Gets the Natural depth for a given discharge [m3/s] and slope [dimensionless]
The natural depth is the depth where the flow resistance and velocity
balances, i.e., for the Manning formula: Q = M*A*R^(2/3)*sqrt(I)
(Defined by CrossSectionExtensions) |
| GetNaturalDepth |
Gets the Natural depth for a given discharge [m3/s] and slope [dimensionless]
The natural depth is the depth where the flow resistance and velocity
balances, i.e., for the Manning formula: Q = M*A*R^(2/3)*sqrt(I)
(Defined by CrossSectionExtensions) |
| GetNaturalFlow |
Get the open channel natural flow at specified water level and slope
The slope must be positive (Defined by CrossSectionExtensions) |
| GetWettedPerimeterGeometric |
Get geometric wetted perimeter.
The geometric wetted perimeter is the sum of all cross-section line segments below a given water level. It can be limited to be not smaller than storage width by using doLimit flag. A hydraulic wetted perimeter is returned in case a cross section has no raw cross section points. (Defined by CrossSectionExtensions) |
| GetWettedPerimeterHydraulic |
Get hydraulic wetted perimeter.
The hydraulic wetted perimeter is defined as geometric cross section area divided by hydraulic radius. It can be limited to be not smaller than storage width by using doLimit flag. (Defined by CrossSectionExtensions) |