Abstract
The Basrah Creek system consists of 6 interconnected main channels, connected to the Shatt-Al-Arab Estuary. To improve the water quality in this system, alterations in the geometry and flow patterns of the creeks are needed. The one-dimensional, instationary finite element numerical model MEDYNA/F was used to evaluate the effectiveness of several construction alternatives.
| Original language | American English |
|---|---|
| Journal | Default journal |
| State | Published - 1 Jan 1981 |