Difference between revisions of "1D Weirs"
Jump to navigation
Jump to search
Rohan.king (talk | contribs) m |
Rohan.king (talk | contribs) |
||
Line 15: | Line 15: | ||
<br> | <br> | ||
− | + | *Broad-crested weir | |
+ | *Crump weir | ||
+ | *Ogee-crested weir | ||
+ | *Rectangular weir | ||
+ | *Trapezoidal or Cippoletti weir | ||
+ | *V-notch weir | ||
+ | *Spillway | ||
[[File:Weir_in_Bath_UK.jpg|border|400px]] <br> | [[File:Weir_in_Bath_UK.jpg|border|400px]] <br> | ||
Revision as of 03:17, 30 January 2016
Page Under Construction
Introduction
- List all the weir possibilities coded into TUFLOW and the equations used for each (see Manual)
- Picture of each weir – note that there may be slight differences in weirs even though they will use the same equation.
- Theory of submerged and non-submerged flow behind each weir
- Irregular shaped weir – how to set up
- Operational weirs – logic control & examples
Weir types that can be used within TUFLOW
- Broad-crested weir
- Crump weir
- Ogee-crested weir
- Rectangular weir
- Trapezoidal or Cippoletti weir
- V-notch weir
- Spillway
Any further questions please email TUFLOW support: support@tuflow.com