The Program RUE is intended to the single storm water overflow structures as according to ATV-Arbeitsblatt A 111. With RUE, all necessary calculations for rain-overflows, catchment basins, basin flow and storage channels are verified.
Basics of design
The program corresponds to the ATV-Arbeitsblattes A 111 "Richtlinien für die hydraulische Dimensionierung und den Leistungsnachweis von Regenwasser-Entlastungsanlagen in Abwasserkanälen und -leitungen." (Februar 1994)
For the hydraulic computation of the inlet and the flowing channel, the partial filled tables for circle and oval are integrated with the program. Further partial filled tables can be given either explicitly or can be computed after collection by profile co-ordinates by the program. Partial filling curves are indicated on the screen and can be printed.
The calculation of the storm water overflow takes place in the dialogue. Already during the data input, computations are accomplished, since the input of certain data depends frequently on results of results of parallel led computations.
All the formulae required for the computation are printed including all immediately values necessary for the examination.
The Program supplies a protocol for all limited and not limited values.
Stormwater overflows can be represented after the calculation on the screen in the form of profile and/or transverse profiles.
Data output
Detailed representation of the computation results for storm overflows, catch basin, run basin of pilot channels with above or discharge lying down.
In addition, the diagram can be printed by special profiles and partial filling curves as well as by the storm overflow and the transverse profile.
Application limitations
| • | Max. | 100 | Storm water overflow |
| • | Max. | 100 | Storm water tank retaining the first flush of stormwater |
| • | Max. | 100 | storm water tank with overflow for settled combined sewage |
| • | Max. | 100 | Sewer with storage capacity and overflow |