Chapter 5 Fluid Dynamics
(i) fluid is ideal
(ii) flow is steady
(iii) flow is continous
(iv) fluid is incompressible
(v) flow is non-viscous
(vi) flow is irrotational
(vii) applicable along a stream line Z cons tant pg P
where,
= velocity head
p/rg = pressure head
z = elevation of datum head
= piezometric head
where po = static pressure and
= dynamic pressure
Fx and Fy represents the reaction of bend on water.
Torque exerted by the water on the pipe will be
V1 = tangential velocity component of absolute velocity at 1
V2 = tangential velocity component of absolute velocity at 2
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1. What is fluid dynamics in civil engineering? |
2. How is fluid dynamics important in civil engineering? |
3. What are the key principles of fluid dynamics in civil engineering? |
4. How is fluid dynamics used in the design of water supply systems? |
5. Can fluid dynamics help in mitigating flood risks in civil engineering? |
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