Technical publication

Back to publications
A compact transparent industrial water-treatment flow reactor, suspended particles dispersing around controlled cavitation bubbles and clear cool blue outflow.

Industrial applications

Hydrodynamic Cavitation for Wastewater Processing

Dr. Oleg V. Kozyuk

okozyuk.com

Published

View Markdown

Read complete publication for whole-document Find and printing. Browser Find and native printing on this reader include only loaded content.

Nomenclature

The following symbols are used in this article. Unless otherwise stated, quantities are expressed in SI units. Symbols retained from cited sources may follow the convention of the original source; the corresponding equation and surrounding definitions govern their interpretation.

Symbol Definition SI unit or status
Ac Flow area at the constriction or designated cavitating section m²
C Contaminant concentration mol m⁻³, mg L⁻¹, or specified
C₀ Initial contaminant concentration same as C
Ct Contaminant concentration at time t same as C
CW Disinfectant concentration in the Chick Watson model mass volume⁻¹
D Characteristic hydraulic length or diameter m
Da Damköhler type reaction to hydraulic time ratio dimensionless
DDCOD Degree of sludge disintegration based on soluble COD %
EEO Electrical energy per order of contaminant reduction kWh m⁻³ order⁻¹
Ein Energy input to the treatment system J or kWh
Es Specific electrical energy input J m⁻³ or kWh m⁻³
g Gravitational acceleration m s⁻²
hL Specific irreversible hydraulic loss J kg⁻¹
k Empirical inactivation or reaction constant specified by model
kobs Observed pseudo first order rate constant s⁻¹ or min⁻¹
kreaction Characteristic reaction rate constant used in Da s⁻¹
LRV Logarithmic reduction value dimensionless
N₀ Initial viable organism concentration CFU or organisms per volume
Nt Viable organism concentration after treatment time t CFU or organisms per volume
Npass Nominal number of treatment loop turnovers dimensionless
p Static pressure Pa
p₂ Recovered downstream reference pressure Pa
pB Pressure inside a cavity Pa
p∞ Far field liquid pressure Pa
Pel Estimated electrical pump power W
Ph Hydraulic power transferred to the liquid W
pv Liquid vapor pressure Pa
Q Volumetric flow rate m³ s⁻¹
R Instantaneous bubble radius m
Rmax Maximum bubble radius before collapse m
Re Reynolds number dimensionless
SCOD₀ Initial soluble chemical oxygen demand mg L⁻¹
SCODt Soluble chemical oxygen demand after treatment mg L⁻¹
SCODmax Reference maximum soluble COD mg L⁻¹
t Treatment time s or min
tc Idealized Rayleigh collapse time s
V Treated or recirculating liquid volume m³
v Mean fluid velocity m s⁻¹
vc Velocity in the constriction or designated cavitating region m s⁻¹
We Weber number dimensionless
Ycav Cavitational yield mass energy⁻¹
YCH₄, c Control methane yield mL CH₄ g⁻¹ VS or specified
YCH₄, t Methane yield after pretreatment mL CH₄ g⁻¹ VS or specified
z Elevation m
cp Specific heat capacity J kg⁻¹ K⁻¹
Dr Rotor diameter m
Eavoided Avoided process or disposal energy credited in the net balance J or kWh
Ebiogas Recoverable energy associated with additional biogas J or kWh
Ecooling Cooling energy demand J or kWh
Echem Energy or equivalent energy assigned to chemical consumption J or kWh
EHC Electrical energy used by the HC process J or kWh
Enet Net energy benefit J or kWh
m Mass of treated liquid kg
N Rotational speed s⁻¹ or rpm
Ploss Heat loss or rejected thermal power W
Po Power number dimensionless
Pshaft Measured shaft power W
S Kinetic synergy index dimensionless
u tip Rotor tip speed m s⁻¹

Publication image