| Clone | Creates a new object that is a copy of the current instance. (Inherited from ICloneable) |
| CompareTo | Compares the current instance with another object of the same type and returns an integer that indicates whether the current instance precedes, follows, or occurs in the same position in the sort order as the other object. (Inherited from IComparable) |
| Extrapolate | Returns an extrapolated CrossSection, i.e., a copy of this cross section at the new location. |
| GetAdditionalSurfaceArea | Additional storage area is a volume 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 at the given water level. |
| GetConveyance | Get the conveyance at the specified water level |
| GetFlowArea | Return the cross sectional flow area at the given water level. |
| 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 |
| GetHydraulicRadius | Returns the hydraulic radius for the given water level. The radius are calculated as one of : todo: check: Resistance Radius. Effective area, hydraulic radius Total area, hydraulic radius. |
| GetHydraulicRadiusDerivative | Get the derivative of the hydraulic radius at the given water level. |
| GetResistanceFactor | Resistance factor for the given water level. This will always return absolute resistance values. |
| GetResistanceFactorDerivative | 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. |
| 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. |
| Prepare | Ensures that the resistance fomulation is not relative. If the resistance fomulation 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. |
| 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) at a distance dx from the center of the cross section. |
| 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) |