Dual Flow & Conversion Band Screens
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For the fine filtration of raw water
intake structures at:
- Power stations (nuclear &
fossil)
- Petro/chem plants
- Aluminum plants and steel works
- Potable water treatment plants
- Desalination plants
- Various screening applications
Dual Flow and Dual Flow Conversion
Band Screens
The Dual Flow
and Dual Flow Conversion band screens have
been installed at intakes at numerous applications
throughout the United States where they
have significantly reduced fouling of down
stream pumps, condenser tubes, heat exchangers,
membrane reactors, disinfection processes
and/or critical water treatment monitoring
equipment. Their superior performance is
due to their design, which avoids the disadvantages
of conventional Thru Flow traveling band
screens by minimizing maintenance costs,
as well as station down time. The Dual Flow
band screen can be, in most cases, retrofit
into the existing well of a Thru Flow screen
without any civil modifications. Design
features remain constant, with the addition
of flow diverters which are fixed to the
main frame structure and completely seal
off the influent from the effluent. Less
restrictive and more efficient than the
Thru Flow band screen, the Dual Flow and
Dual Flow Conversion band screens combine
maximum capacity with superior debris removal.
| ADVANTAGES |
No Debris Carry Over to Clean Side
Significant Reduction of Screen Maintenance
Increases Plant Operating Efficiency |
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The Problem
The
major problem with Thru Flow traveling band
screens is debris carry-over; a condition
inherent in their design. This persists
no matter how well tuned and maintained
the screen may be. Regardless of the flow
rate, velocity, debris loading and spray
wash configuration, there will always be
areas on the screening panels which cannot,
(because of their inaccessibility) be effectively
cleaned. In the Thru Flow screen, the debris-laden
mesh is carried over the head sprockets
and back down into the clean effluent side
of the screen. The debris dislodged by the
water then flows downstream to foul critical
heat exchange equipment and/or tertiary
treatment processes. The Thru Flow is also
twice (2X) the effective width of a Dual
Flow creating excessive weight, additional
maintenance and requires more costly spares
for reliability. |
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The Solution
The Dual Flow
design avoids the use of submerged shaft
and lower sprocket assemblies of the Thru
Flow screen. The screen width is approximately
half of an equivalent Thru Flow screen reducing
the band weight and consequent maintenance
costs. The problem of debris carryover has
been eliminated in the design of the Dual
Flow band screen, which operates at 90 degrees
from the Thru Flow, permanently sealing
off the influent debris from the effluent
and allows only filtered water to pass downstream.
Regardless of the efficiency of the spray
wash system, debris carry over is impossible.
Debris not cleared from the screen mesh
by one cleaning cycle simply returns to
the influent water to be removed by the
next. Seals between adjacent panels and
between the moving band and side frame completely
isolate the debris loaded water from the
clean water side of the band. Because debris
is collected on both the ascending and descending
sides of the Dual Flow band screen, width
requirements for a given screening area
are reduced. This results in a more economical
design with a lower total screen weight. |
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The Process
| The
influent water flows to the interior (1) of
the Dual Flow band screen through both the
ascending and descending sides. Flow Diverters
(2) are fitted to the main frame structure
on retrofit installations and located in the
existing Thru Flow well guides (3). Clean
water discharges through a single exit (4)
at the back of the screen and recollects downstream
for use or further treatment. Screen panels
(5) retain the smaller debris while lifting
lips (debris scoops) (6) mounted on every
panel elevate the larger screenings to deck
level. When the debris laden panels reach
deck level, the captured screenings are deposited
into a trough by gravity and a light backwash
(7) (typically 30 PSI) rinses the panels clean.
Rinse water and debris are removed by way
of a sluice trough (8). Seals (9) between
adjacent panels and between the moving band
and side frame eliminate the possibility of
solids bypassing. Debris not cleared from
the screen mesh by the spray wash simply returns
to the influent water to be removed by the
next cleaning cycle. |
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Screen
Design Data
Project reference name,
site or station |
| Type of project: |
New |
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Existing |
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| Screen application |
Power |
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Industrial |
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Water Treatment |
Wastewater |
| Type of water |
Fresh |
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Brackish |
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Salt |
Wastewater |
| Type of debris |
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| Existing screens |
Type |
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Number |
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Manufacturer |
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| Design flow each screen |
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| Existing mesh aperture |
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| Desired mesh aperture |
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| Location - Inside/Outside |
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| Spray wash available |
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GPM |
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PSI |
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| Operating floor elevation 'C' |
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| High water elevation 'D' |
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| Normal water elevation 'E' |
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| Low water elevation 'F' |
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| Channel invert elevation 'G' |
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| Channel width 'H' (perpendicular to flow) |
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| Deck opening width 'I' (parallel to flow) |
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