WEIR MANAGEMENT AS STRUCTURAL MEASURES FOR FLOOD REDUCTION. TEAM 5 2010. Contents. I.Introduction What is weir? Weir formulas? II.Approaches Research Based Approach Modelling Based Approach III.Conclusion. Introduction. Weir -
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WEIR MANAGEMENT AS STRUCTURAL MEASURES FOR FLOOD REDUCTION
TEAM 5 2010
What is weir? Weir formulas?
Research Based Approach
Modelling Based Approach
Small overflow-type dam generally used to increase the level of a river or stream.
I. Villemonte (Villemonte, 1947) formula for sharp crested weirs
II. Honma formula (we use this)
III. Extended Honma formula
Q = 0
Free Flow (we use this for ISIS)
Round Nosed Broad Crested Weir (free flow)
1st Solution – Cut Off the Crest
2nd Solution – Adding Geotextile
3rd Solution – Automated Gate
qsrelated to q, s0, d50
Kim - our hydrological analysis expert
Sean and Ahmed who persistently work on Mike 11 and ISIS
Alex – Partially involved to Mike 11 and Hydrological Analysis.
Our report maker.
Stephane – our GIS expert
Fazlul is working on Mike 11 and ISIS
Prima and Rajmund are working on Mike SHE report
Amandine – our hydrological analysist & web designer
Prof. Dr.-Ing. habil Klaus-Peter Holz as team 5 supervisor and his patience for assisting us during Hydroeurope 2010
Wikipedia (2010). Weir. Wikipedia Foundation, Inc. http://en.wikipedia.org/wiki/Weir
White, Frank (2006). Fluid Mechanics. Mcgraw-Hill Education
Villemonte, James R. 1947. Submerged-Weir Discharge Studies, Engineering News. 1943. Engineering News Record, pp. 118-120. Record, pp. 54-57
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