* area distribution representative of total particle size spectrum
DESCRIPTION
Sewage Processing Plants – The particle size distribution and particle charge properties of solids in the final settling tanks International Environmental Technology Vol. 11 Issue 6 Nov/Dec 2001 Wolfgang Schubert, F. Wolfgang Gunthert, Renate Hessemann. - PowerPoint PPT PresentationTRANSCRIPT
Sewage Processing Plants – The particle size distribution and particle charge properties of solids in the final settling tanks
International Environmental TechnologyVol. 11 Issue 6 Nov/Dec 2001
Wolfgang Schubert, F. Wolfgang Gunthert, Renate Hessemann
…The theoretical sedimentation time of a 1-micron particle is around 210 days; for a 10-micron particle it is 50 hours; and for a 100-micron particle 30 minutes. Therefore in the final settling tanks, particles smaller than 100-micron that have sedimentation times of several hours may not settle-out completely…
Figures 1 and 2 show, as an example, the measured particle size distribution (from 6 to 3000-micron) in the final settling tanks of an activated sludge process and from a fixed bed plant respectively…
0
1
2
3
4
5
6
are
a d
istr
ibu
tio
n (
%)
size c l
a ss (mm)
Size class (m)
Activated Sludge Process
Drain Final Setting Tank
Fixed Bed Plant
0
5
10
15
20
25
size class (m)a
rea
dis
trib
uti
on
(%
)
Drain Final Settling Tank
* Area Distribution representative of total particle size spectrum
“Selective Separation”
Baleen – the “missing link”
Micron Scale
Stage
Process
1000 100 10 1.0 0.1 0.01 0.001
Coarse Screening
Micro filtration
Ultra filtration
NanoFiltration
ReverseOsmosis
PrimarySecondary
Tertiary
10,000
Fine Screening
Baleen Filtration
The Baleen filter…
Modular design…
Baleen-Model
Industry-Application
’05 ’10 ’20 ’40 ’80 ‘160
Raw sewage influent (post grit screens) 10 35 100 200 400 800
Secondary effluent (post clarification) 15 50 150 300 600 1200
Stormwater run-off (post GPT) 20 70 200 400 800 1600
Baleen’s flow handling capability (kL/hr) within Municipal applications…
*Subject to site survey
The above tabulated performance figures refer to separation of visible, settle-able matter*
Baleen (inline micro-screening) Vs Settling (clarifier retention)
Objective: Separation of visible constituents from storm water influent
Flowrate (kL/hr)
Baleen
Model
Baleen
Volume(<150-micron)
Clarifier
Volume(<1hr-retention)
200 ‘20 32 m3* 260 m3**
1600 ‘160 135 m3* 2080 m3**
* Includes minimum working clearance
**Includes minimum civil clearance (1.3x)
Outcome: Baleen offers “absolute” retention to a given micron-rating