Finite volume simulation of unsteady water pipe flow
The most commonly used hydraulic network models used in the drinking water community exclusively consider fully filled pipes. However, water flow numerical simulation in urban pipe systems may require to model transitions between surface flow and pressurized flow in steady and transient situations....
| Asıl Yazarlar: | , |
|---|---|
| Materyal Türü: | Makale |
| Dil: | English |
| Baskı/Yayın Bilgisi: |
Copernicus Publications
2014-08-01
|
| Seri Bilgileri: | Drinking Water Engineering and Science |
| Online Erişim: | http://www.drink-water-eng-sci.net/7/83/2014/dwes-7-83-2014.pdf |