IAHR, founded in 1935, is a worldwide independent member-based organisation of engineers and water specialists working in fields related to the hydro-environmental sciences and their practical application. Activities range from river and maritime hydraulics to water resources development and eco-hydraulics, through to ice engineering, hydroinformatics, and hydraulic machinery.
Log On
About IAHRDirectoryCommitteesMy IAHRNews & JournalseLibraryeShopEventsJoin IAHRWorld CongressDonate
spacer.gif
spacer.gif eLibrary
spacer.gif eLibrary
You are here : eLibrary : IAHR World Congress Proceedings : 35th IAHR Congress - Chengdu (2013) : THEME 3 - WATER ENGINEERING AND CIVILIZATION : A Flow Power Based Approach For Side Weirs
A Flow Power Based Approach For Side Weirs
Author : Francesco Granata, Giovanni de Marinis and Rudy Gargano
Side weirs are hydraulic structures widely implemented in urban drainage systems, irrigation channels and flood protection works. They have been extensively studied in the technical literature for almost a century. The flow across a side weir is an important example of spatially varied flow, characterized by significant complexity factors. The analysis is generally performed by means of a momentum or energy approach. The momentum approach is usually more accurate but usually leads to a formulation that is difficult to apply to a practical design. The energy approach, instead, is not as accurate when the free surface over the side weir is significantly higher than the same weir crest. An alternative solution for the study of single side weir in a circular pipe, operating in supercritical flow, is provided by a new theoretical model herein shown. The model was inspired by an experimental analysis of the flow power variation along the side weir. Assuming a constant decrease of the flow power along the weir, a new differential equation representing the free surface has been obtained. Experimental tests showed that the suggested model is reliable in representing free surface. Moreover, it allows to estimate the lateral outflow with good accuracy. In order to further validate the proposed formulation, it was also compared with other models of recognized value, showing comparable performance.
File Size : 594,929 bytes
File Type : Adobe Acrobat Document
Chapter : IAHR World Congress Proceedings
Category : 35th IAHR Congress - Chengdu (2013)
Article : THEME 3 - WATER ENGINEERING AND CIVILIZATION
Date Published : 18/07/2016
Download Now