With the characteristic length, the channel is divided into individual segments. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern|nonlinear reservoir calculation]] with the help of the steady uniform flow relation.
The channel is divided into individual segments with the characteristic length. For each segment, the calculation of flow routing is carried out using [[Special:MyLanguage/Berechnungsschema von Speichern|nonlinear reservoir calculation]] with the help of the steady uniform flow relation.
Version vom 26. November 2020, 08:12 Uhr
The channel is divided into individual segments with the characteristic length. For each segment, the calculation of flow routing is carried out using nonlinear reservoir calculation with the help of the steady uniform flow relation.
