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==Threshold value model (Option 1)==
==Threshold value model (Option 1)==


[[Special:MyLanguage/File:Discharge_division_by_Threshold_Concept.png|thumb|Discharge_division_by_Threshold_Concept]]Here the second discharge is only activated from a critical inflow Qkrit. In the threshold value model, the 2nd outlet (e.g. RÜ: outlet channel) is only pressurized from a critical inflow Qcrit where the 1st outlet (e.g. RÜ: throttle) backs up to the overflow threshold. Since in reality a perfect division of the outflows after reaching the threshold value is usually not possible, the selectivity for the structure can also be specified for better recording of the actual conditions.
[[Special:MyLanguage/File:Discharge_division_by_Threshold_Concept.png|thumb|Discharge_division_by_Threshold_Concept]]Here the second discharge is only activated from a critical inflow Qkrit. In the threshold value model, the 2nd outlet (e.g. RÜ: outlet channel) is only pressurized from a critical inflow Qcrit where the 1st outlet (e.g. RÜ: throttle) backs up to the overflow threshold. Since in reality a perfect division of the outflows after reaching the threshold value is usually not possible, a total correlation for the structure can also be specified for better recording of the actual conditions.
[[Special:MyLanguage/Datei:Trennschärfe.png|thumb| Definition of the parameter Discriminatory Power in Talsim-NG]]
[[Special:MyLanguage/Datei:Trennschärfe.png|thumb| Definition of the parameter Discriminatory Power in Talsim-NG]]
It is defined as: <math>\mbox{selectivity }= \frac{Q_{ab}(Q_{zu}=5 \cdot Q_{krit})}{Q_{krit}}</math>
It is defined as: <math>\mbox{Total Correlation }= \frac{Q_{ab}(Q_{zu}=5 \cdot Q_{krit})}{Q_{krit}}</math>





Version vom 13. Oktober 2020, 16:42 Uhr

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50px|none|Symbol System Element Diversion

Splitting structures are used to divide an inflow into two outflows according to a distribution rule. Possible forms are withdrawal structures from rivers for supply or irrigation purposes, branching into overpasses, discharges in the inlet or outlet of dams, rain overflows, etc.

Datei:Schema Verzweigung.png

Three approaches are possible as distribution rules.

Threshold value model (Option 1)

thumb|Discharge_division_by_Threshold_ConceptHere the second discharge is only activated from a critical inflow Qkrit. In the threshold value model, the 2nd outlet (e.g. RÜ: outlet channel) is only pressurized from a critical inflow Qcrit where the 1st outlet (e.g. RÜ: throttle) backs up to the overflow threshold. Since in reality a perfect division of the outflows after reaching the threshold value is usually not possible, a total correlation for the structure can also be specified for better recording of the actual conditions. thumb| Definition of the parameter Discriminatory Power in Talsim-NG It is defined as: [math]\displaystyle{ \mbox{Total Correlation }= \frac{Q_{ab}(Q_{zu}=5 \cdot Q_{krit})}{Q_{krit}} }[/math]


Percentage distribution (option 2)

Regardless of the inflow, a constant division into two sequences Qab1 and Qab2 is made according to a certain percentage ratio. Also here, it is possible to change the division through scaling.

Characteristic Curve (option 3)

A dependency between the discharge Qab1 and the inflow resulting from hydraulic calculations or from operating regulations is used as a polygon course. The second drain Qab2 is determined as the residual value between inflow - Qab1.