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WPL Dimond Range Sewage Treatment Tank




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Dimond Range

Technical Information

Model
A
Outside
Diameter
B
Height to Inlet
*Inlet
Invert
Depth
C
Heigth
to Outlet
D
In Ground
Depth
Weight
In
Kilos
Total
Capacity
Litres
DMS1
Tank A
1.85m 1.69M 570mm 1.59m 2.26m 120 2271
DMS2
Tank A
1.85m 1.69M 570mm 1.59m 2.26m 120 2271
DMS3
Tank B
2.1m 1.85M 700mm 1.73m 2.55m 160 3028
DMS4
Tank C
2.1m 2.04M 700mm 1.92m 2.74m 210 3974
DMS5
Tank C
2.1m 2.04M 700mm 1.92m 2.74m 210 3974

* Deeper inverts can be accommodated with our standard invert extensions.

Technical data

Model
DMS1
DMS2
DMS3
DMS4
DMS5
Population range
persons)*
1-3 1-6 5-11 10-15 14-20
Tank size A A B C C
Maximum organic loading
BOD5/day (grams)
180 360 660 900 1200
Maximum average daily
flow (litres) **
600 1200 2200 3000 4000
Blower power
consumption (kW h)***
0.06 0.07 0.118 0.144 0.215
* A WPL “Loading Guide” providing further information for non-domestic applications is available.

** Peak flow must not exceed 3 x total flow for no more than 1/2 an hour in any 2-hour period.

*** Compressor manufacturer’s data is an approximation to plant conditions.

Blower installation

The blower is supplied with a housing to protect it in an outdoor environment and should be
connected to a single-phase supply (230v) via a suitable IP55 rated weatherproof socket or fused spur (not supplied) by a competent electrician. The blower housing can be disregarded if installing the blower in a garage or outhouse environment. Included are 10m of airline to connect between the blower and the tank. Blower installations of up to 30m from the tank can be accommodated. Please contact WPL or your authorised distributor for advice.

Process performance

The Diamond process is designed to perform to the 20:30mg/l BOD:SS Royal Commission standard on a 95 percentile basis. A data sheet explaining the standard in more detail is available from WPL. Process performance is subject to strict adherence to WPL’s installation, operation and maintenance manuals, user guides and a start up period, depending on plant loadings and water temperature, over a 6-12 week period. WPL also provides a data sheet that explains how to calculate whether the area you wish to discharge to is suitable for the construction of a soakaway.

System components & materials

Tank – Glass reinforced plastic (GRP), polypropylene,
Blower – Double diaphragm, linear motored.

How the Diamond works


The Diamond system consists of two treatment chambers within a single tank.

• The centre aeration chamber (1) is a circular tank with a sloped open base, which empties into the bottom of the outer clarifier chamber (2).

• Located in the centre of the aeration chamber is a 200mm diameter draft tube (3), which extends to 100mm from the bottom of the clarifier. Air is released at the bottom of the draft
tube through a disc plate diffuser (4).

• As the diffused air rises in the draft tube, it causes an upward flow of process fluid. This draws the settled solids (5) from the bottom of the clarifier up through the draft tube where they are discharged at the surface of the aeration chamber.

• The design of the draft tube ensures continuous and complete mixing of oxygen with the sewage. This allows for the growth
of various aerobic organisms that biologically degrade the wastewater contaminants.

• Gravity causes the aerated solids to settle at the bottom of the tank where they are again drawn back up through the draft tube.

• As raw sewage enters the aeration chamber, it displaces biological solids from the aeration compartment to the clarifier. Quiescent conditions in the clarifier allow the digested solids to settle to its base where they are returned back to the aeration compartment.

• The clarified (treated) effluent flows slowly up through the clarifier and over a weir (6), which extends around the periphery of the tank.

• The effluent collects in an outer trough where it is discharged through a 110mm-pipe connection. The scum baffle (7) located
inside the overflow weir prevents floating solids (8) from passing over the weir.

 


British Standards and Building Regulations

Part H of the Building Regulations came into force on April 1st 2002. This standard indicates that “package treatment systems should be type tested in accordance with BS EN 12566-3 (undated) or otherwise tested by an approved body”. BS EN 12566-3 (undated) supersedes BS 7781.

WPL is currently unable to find an accredited body to test to either standard. While UK testing is unavailable, WPL will continue to promote the Diamond range citing the American National Standards Institute (ANSI)

 

testing carried out by NSF International as an otherwise approved body. The ANSI/NSF Standard 40 has a similar testing regime to BS 7781. ANSI is recognised by the British Standards Institute and NSF International is associated with our Water Research Council (WRC). All of these companies have comprehensive web sites.


Copies of the most recent ANSI/NSF Standard 40 report and a sample CE
certificate are available from WPL on request.


 

Tel: 0871 200 2082
sales@sewage-treatment-plants.com