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Static Mixer Design Calculator

Wastewater Treatment - Mixing


Solving for dissipated headloss.

headloss

Inputs:

power dissipated (P)
water specific weight (γ)
flowrate (Q)



Conversions:

power dissipated (P)
=0
=0
foot-pound/second
water specific weight (γ)
=0
=0
pound/foot^3
flowrate (Q)
=0
=0
foot^3/second


Solution:

headloss (h)
=NOT CALCULATED 


Other Units:



Change Equation
Select an equation to solve for a different unknown

propeller and turbine mixers
power requirement power requirement (laminar flow)
Reynolds number < 10
mixing constant mixing constant (laminar flow)
fluid dynamic viscosity fluid dynamic viscosity
rotation speed revolutions per second rotation speed revolutions per second (laminar flow)
impeller diameter impeller diameter (laminar flow)

power requirement power requirement (turbulent flow)
Reynolds number >10000
mixing constant mixing constant (turbulent flow)
fluid mass density fluid mass density
rotation speed revolutions per second rotation speed revolutions per second (turbulent flow)
impeller diameter impeller diameter (turbulent flow)

Reynolds number Reynolds number
impeller diameter impeller diameter
rotation speed revolutions per second rotation speed revolutions per second
liquid mass density liquid mass density
fluid dynamic viscosity fluid dynamic viscosity

static mixers
dissipated power dissipated power
specific weight water specific weight water
flowrate flowrate
dissipated headloss dissipated headloss

pneumatic bubble mixers
power dissipated power dissipated
volume of air at atmospheric pressure volume of air at atmospheric pressure
discharge point air pressure discharge point air pressure

power dissipated power dissipated
volume of air at atmospheric pressure volume of air at atmospheric pressure
discharge point air pressure discharge point air pressure

References - Books:

George Tchobanoglous, Franklin L. Burton. 1991. Wastewater Engineering Treatment, Disposal and Reuse. McGraw Hill, Inc.
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