Review Article
Volume 1 Issue 2
Ahmed Y Mohammed*
October 15, 2022
Abstract
More than eighty years ago, De-Marchi indicated an assumption for hydraulics of flow-through side weir. Many researchers who study side weir depended on this assumption in their studies. Many studies for side weir were carried out in different channels, and numerical studies supported the results. This study deal with a comprehensive review of discharge coefficient for side weir.
Keywords: open channel hydraulics; side weir; discharge coefficient; rectangular side weir