1D Syphons: Difference between revisions
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== 1D Configuration ==
=== Matrix Flows ===
The most appropriate approach to model a syphon is to use a M channel, described in Section 5.8.1 ''M Channels (User Defined Flow Matrix)'' in the, <u>[https://downloads.tuflow.com/TUFLOW/Releases/Latest/TUFLOW%20Manual.pdf TUFLOW user
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=== Storage Nodes & Additional Losses ===
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==== Syphon Losses ====
* entry and exit losses
* friction at pipe and wall
* bend losses
Bend losses (or any extra loss) through the syphon can be accounted for using the Form_Loss attribute of the pipe.<br>
The equation used for the loss of head due to pipe bend is provided below:
The following figure provides loss values for common bend types: ▼
Where: <br>
▲[[File:Bend losses.jpg]]
'''k<sub>b</sub>''' = co-efficient of bend <br>
'''v''' = velocity of fluid (m/s)<br>
'''g''' = acceleration of gravity (9.8 m/s<sup>2</sup>)
[[File:Bend losses 1.jpg |thumb|none|upright=5|Table 8-4, Fluid Mechanics: Fundamentals and Applications 4th ed.(2018)]]<br>
If you have any further questions about syphons or any other aspect of TUFLOW functionality, please email TUFLOW support: [mailto:support@tuflow.com?Subject=TUFLOW%201D%20weirs%20help support@tuflow.com]
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