Abstract
This paper describes a simulation method for the design of retention storages, overflows etc. in storm sewer systems. The method is based on computer simulation with real real rainfall time series as input and with a simple transfer model of the ARMA-type (Autoregressive moving average) applied to a storm sewer system. The output of the simulation is the frequency distribution of the peak flow, overflow volume etc. from the overflow or the retention storage. The parameters in the transfer model are found either from rainfall/runoff measurements in the catchment or from one or more simulations with an advanced hydraulic computer model.
| Original language | English |
|---|---|
| Title of host publication | Proceeding of The Second International Conference on Urban Storm Drainage |
| Number of pages | 7 |
| Place of Publication | Illinois |
| Publication date | 1981 |
| Pages | 358-364 |
| Publication status | Published - 1981 |
| Event | The 2d International Conference on Urban Storm Drainage - Urbana, Illinois, United States Duration: 14 Jun 1981 → 19 Jun 1981 Conference number: 2d |
Conference
| Conference | The 2d International Conference on Urban Storm Drainage |
|---|---|
| Number | 2d |
| Country/Territory | United States |
| City | Urbana, Illinois |
| Period | 14/06/1981 → 19/06/1981 |
Keywords
- Overflows
- Storm Sewer Systems
- Rainfall
- Runoff Measurements
- Peak Flow