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Trade Effluent: Settlement andConfiguration of Premises
Workshop 18th August 2015
Objectives
• Describe new features in pre-Vendor MAP which support- Trade Effluent settlement- Complex embedded Trade Effluent sites
• Pose some specific questions in respect of: - Trade Effluent settlement- Site configurations- Any new features / information required in Operational Terms- Any new market data items- Confirmation we can now reasonably capture all site
configurations• QA – indicate a small correction to Trade Effluent equations
How we will achieve this
• Brief review of measured settlement • Describe logical set up for Discharge Points• Pose specific detailed questions re TE settlement• Show new option for DPID settlement• Pose a further specific question• Introduce metered networks, and a complex embedded site• Pose two general questions about information and site
configurations• Finally, show the small correction to be made re TE
Background
• Brief review of measured settlement for - Water, Sewerage and Trade Effluent
• Contributions to measured volume arise from- Meters- Volumetric Adjustments (water, sewerage, trade effluent)- Calculated Discharges (trade effluent)
• Focus today is on the metered contribution
BackgroundA taxonomy of meters
Service Component
Potable Water
Non Potable Water
Foul Sewerage
Trade Effluent
Meter
Type
Potable Water X X XNon-Potable X X XPrivate Water X XSewerage X XPrivateTrade Effluent x X
The table shows how volumes measured by meters of different types are used in calculating volumes for various service components
We will return to this box later. It was not in MAP 3, it was introduced in pre-Vendor MAP in special circumstances.
BackgroundHow volumes are calculated• Sections A1-A6 of CSD 0207 describe the estimation of fluid volume through a meter
• DVd daily volume through the meter
• DDVd derived daily volume
= DVd or
= the net volume when the meter is a main meter in a meter network
• Estimates depend on• Meter reads• YVEd an estimate provided by a Wholesaler or Retailer
must be provided for Private Water, Sewerage and Private Trade Effluent Meters
optional for Potable Water Meters and Non-Potable Water • ILEd is a fall back for Potable Water Meters and Non-Potable Water
meters. Depends on Water Chargeable Meter Size and the
Industry Lookup Table
BackgroundWater and Sewerage Volume Calculation
W
S
Case 1:SDDVd = DDVd × RTSd
DDVd
Case 2:SDDVd = DDVd × 100%
Premises
orReturn to Sewer
Allowance
Simple typical premises Case 1: a single water meter; andCase 2: a single water meter; and a single sewerage meter
RTS is set for the meter; not for the premises
Background – Logical SetupWater and Sewerage Volumes
W
• Water Meter: RTS = 0%; • Sewerage Meter: RTS = 100% (always)
S
SDDVd = DDVd × RTSd Sewerage
Case 1:
Case 2:
DDVd Water
WSDDVd = DDVd × 0% Sewerage
DDVd Water
SDDVd = DDVd × 100% Sewerage
BackgroundWater and Sewerage Volumes• Multiple meters at a Supply Point- Add volumes from each meter of the same class
• RTS is owned by the Sewerage Wholesaler- RTS is set per meter, and can vary with time- When a Potable Water or Non-Potable Water Meter is
installed by the Water Wholesaler, RTS takes the default value provided by the Sewerage Wholesaler
- RTS can vary with time• As noted, other volumetric adjustments can be added in- Water, sewerage and trade effluent adjustments are all
independent of each other
BackgroundWater, Sewerage and TE Volumes
WTEDDVd = f(DDVd)
DDVd
SDDVd = Domestic Allowance orSDDVd = DDVd × RTSd
Premises
Production and Evaporation Allowances
Sewerage Charges
DPID
• Simple typical premises with a single water meter• TE charges are separate to standard sewerage charges; • Volumes are charged as sewerage or TE but not both
TE Charges
Logical Setup for Trade EffluentCalculation of TE Volumes
W DPID
• We create association between meters and DPIDs• The meters on the left can be any of the types which
are allowed to contribute to TE volumes.
TE DPID
PW DPID 2
W
In general the associations can be many to many
DPID 1
Any meter type
Logical Setup TE Volume
M DPIDAssociation
For every meter-DPID association
• MDVOL – a percentage of meter volume associated with the DPID• Frequently 100%, but can be less if only some of the volume goes to the
discharge point; or volume goes to multiple discharge points• 0% can also be useful
• Production allowances PA and FA as• PA – percentage allowance• FA – fixed allowance (specified as an annual number)
• Domestic Allowance DA • specified as an annual number or as None if there is no domestic allowance
TE VolumeSchematic set up
W
TEDDVd = f(DDVd )
DDVd
Premises
Sewerage Charges
DPID
If you imagine the premises logically as above:
TE Charges
Production and Evaporation Allowances
SDDVd = DA orSDDVd = DDVd × RTSd
MDVOL% × DDVd
TE VolumeMAP 3 Calculation
WDDVd DPIDAssociation
Which leads to:
TEDDVd = (MDVOL% × DDVd ) × (100% - PA%) – [DA] – FA
• If multiple meters associated with the DPID, the sum over all the meters is taken;
• Contributions from ‘calculated discharges’ or ‘volumetric allowances’ also need to be added in.
MAP 3 equation
DA and FA need divided by days in year to make daily numbers. Division by DIY is suppressed in slides for clarity.
TEDDVd
DA shown in [] because it is optional
TE VolumeMAP 3 Calculation
WDDVd DPIDAssociation
Which leads to:
TEDDVd = (MDVOL% × DDVd ) × (100% - PA%) – [DA] – FA
• If DA is None – • no domestic volume removed from sewerage calculation; • Sewerage calculation: SDDVd = DDVd × RTSd
• DA has a value• Sewerage calculation: SDDVd = DA
MAP 3
TEDDVd
TE VolumesQuestion 1
W DPIDAssociation
TEDDVd = (MDVOL% × DDVd ) × (100% - PA%) – [DA] – FA
or
TEDDVd = (MDVOL% × DDVd - [DA]) × (100% -PA%) – FA
For the avoidance of doubtThis change was made in pre-Vendor MAP
MAP 3
Pre-Vendor MAP
Question 1:Should we take off the Domestic Allowance before we apply the Percentage Allowances and the Fixed Allowance
This change which was made for pre-Vendor MAP was supported by the meeting.
Domestic AllowanceQuestion 2
MAP 3 andpreVendor MAP
SDDVd = DA (DA is a sewerage volume)
or
SDDVd = DA × RTS (DA is water volume)
Question 2:Should the Domestic Allowance be treated as a ‘sewerage’ volume or a ‘water’ volume.
For the avoidance of doubtNO change was made in pre-Vendor MAP
Proposal
Discussion Points:• Accuracy of estimating DA• Materiality of change• What RTS – RTS is set per meter. Do
you use the Wholesaler default.
This proposal was supported by the meeting, where RTS is the sewerage Wholesaler’s default RTS
TE VolumesProduction and Evaporation Allowances
WDDVd
Premises
Production and Evaporation AllowancesMDVOL% × DDVd - [DA]
Focus on the production and evaporation allowances
This now revised
Production and Evaporation AllowancesQuestion 3
MAP3preVendor MAP
If: (MDVOL% × DDVd - [DA])
TEDDVd = V × (100% -PA%) – FA
or
TEDDVd = (V – FA)× (100% -PA%) proposal
Question 3:How should we apply the Percentage Allowance and Fixed Allowance
Discussion Points• Both can give exactly the same results• Definition of FA slightly different in each case• Does one method better model ‘real
production’ better than anotherFor the avoidance of doubtNO change was made in pre-Vendor MAP
This proposal was supported by the meeting.
BackgroundTE Meter Example
WDDVd
Case 1: SDDVd = DDVd × RTSd
orCase 2: SDDVd = DA
PremisesSewerage Charges
DPID
TE
Background – Logical SetupTE Meter
Logical Setup – Case 1
W
DPID
value orNone
DA =
FA = 0PA = 0
SDDVd = DDVd × RTSd
TEAssociationMDVOL = 100%
Domestic Allowance has no effect of TE Meter
DDVd
Background – Logical SetupTE Meter
W
DPID
DA = valueFA = 0PA = 0
SDDVd = DA
TEAssociationMDVOL = 100%
Domestic Allowance has no effect of TE Meter
DDVd
AssociationMDVOL = 0%
Association of Water Meter with DPID with MDVOL at 0%• No contribution from water meter to DPID volumes• Sewerage calculation replaced by Domestic Allowance
Logical Setup – Case 2
BackgroundTE Meter – third option
WDDVd
PremisesSewerage Charges
DPID
TE
Can we subtract the TE volumes from the sewerage volumes
Case 1: SDDVd = DDVd × RTSd
Case 2: SDDVd = DA
Case 3: SDDVd = DDVd × RTSd - TE volume
DPIDsoption introduce pre-Vendor MAP
Sewerage Volume Adjustment Method (SVAM)
Sewerage calculation Allowable values for Domestic Allowance (DA)
NONE RTS method for any associated water meters None
DADomestic Allowance is applied to associated water meters
value
SUBTRACT TE volume used as a negative sewerage volume None
New feature in pre-Vendor MAP
A taxonomy of meters
Service Component
Potable Water
Non Potable Water
Foul Sewerage
Trade Effluent
Meter
Type
Potable Water X X XNon-Potable X X XPrivate Water X XSewerage X XPrivateTrade Effluent x X
Remember one of the first slides …..
New in pre-Vendor MAP The SUBTRACT option is the ONLY time
sewerage volumes pop up on a TE Meter.
DPID – Subtract OptionLogical Setup
W
DPID
DA = NoneFA = 0 probablyPA = 0% probablySVAM = SUBTRACT
SDDVd = DDVd × RTSd
TE
DDVd
• We don’t associate the DPID with the Water Meter;• Negative sewerage volume turns up on the TE Meter
TEDDVd = (MDVOL% × DDVd ) × (100% - PA%) – FA
• It may be unlikely that FA and PA are applicable, but currently we don’t constrain them – and they appear in the TE Volume equation
• We have chosen not to apply them to the sewerage volume
New in pre-Vendor MAP
DPID – Subtract OptionLogical Setup
PW DPID
DA = NoneFA = ?PA = ?SVAM = SUBTRACT
We can also use the subtract option with other meter types …
TEDDVd = (MDVOL% × DDVd ) × (100% - PA%) – FA
The consensus at the meeting was that this option was not required. Similar functionality is provided via the ‘extended’ meter network functionality below.
TEDDVd = (MDVOL% × DDVd ) × (100% - PA%) – FA
SDDVd = - (MDVOL% × DDVd )
TE Meter – Subtract OptionQuestion
DPIDDA = NoneFA = 0 probablyPA = 0% probablySVAM = SUBTRACT
TE
Question 4:What negative sewerage volume should we associate with the TE meter in respect of the sewerage.
Pre-Vendor MAP
PW DPID
DA = NoneFA = ?PA = ?SVAM = SUBTRACT
This change which was made for pre-Vendor MAP was supported by the meeting.
BackgroundMeter Networks
DDVW1d = DVW1
d – DVW2d
SDDVW1d = DDVW1
d × RTSW1d
W2
DDVW2d = DVW2
d
SDDVW2d = DDVW2
d × RTSW2d
W1
Premises 1 Premises 2
• RTS of meter 1 is used for sewerage calculation at Premises 1 (including for subtraction of meter 2)
• RTS of meter 2 is used for sewerage calculation at Premises 2 for meter 2.
• Water supplied by Wholesaler to both Premises• Both meters would be ‘Potable Water’ (or Non-Potable Water)
User Example (simplified)
Embedded Premises B
Premises A
WPW
Premises A – pays Wholesaler for all the WaterPremises A – pays Wholesaler for ‘their share’ of the seweragePremises B – pays Premises A for the waterPremises B – pays Wholesaler for ‘their share’ of the sewerage
Extensions to meter networks in pre-Vendor MAP deal with the above situation
Meter Networks option introduced pre-Vendor MAP
DDVW1d = DVW1
d
SDDVW1d = DDVW1
d × RTSW1d
= (DVW1d – DVW2
d) × RTSW1d
PW2
No water charges
SDDVW2d = DDVW2
d × RTSW2d
W1
Premises 1 Premises 2
• Water supplied by Wholesaler to both Premises 1• Premises 1 resales water to Premises 2• Both Premises pay sewerage to the Wholesaler• W1 -> Potable Water• PW2 -> Private Water Meter
Water
Sewerage
Meter Networks option introduced pre-Vendor MAP
DDVW1d = DVW1
d
SDDVW1d = DDVW1
d × RTSW1d
= (DVW1d – DVW2
d) × RTSW1d
PW2
No water charges
SDDVW2d = DDVW2
d × RTSW2d
W1
Premises
• We also allow networked Private Meters to be introduced on the same site• Can be useful in conjunction with a TE set up• Although some such cases can be dealt with via the ‘SUBTRACT’ option
Water
Sewerage
This meter network option was considered to be sufficient and the option at the third bullet above was considered unnecessary.
User Examplewhich can be handled in pre-Vendor MAP
Embedded Premises B
Domestic Waste water (20% of PW supply)
Wastewater from Premises A (abated by estimated annual wastewater volume from Embedded Premises but excluding Calculated Discharge)
Premises A
WPW
Trade Effluent (80% of PW + CSW
Calculated Discharge
Complicated SitesQuestion 4
Embedded Premises B
Domestic Waste water (20% of PW supply)
Wastewater from Premises A (abated by estimated annual wastewater volume from Embedded Premises but excluding Calculated Discharge)
Premises A
WPW
Trade Effluent (80% of PW + CSW
Calculated Discharge
• Do the Operational Terms processes address all situations: • Should the forms allow for the collection of more information which could describe
complicated sites; or does this come from a site visit:• Are there any additional market data items needed?
• Yes• Considered No
as the site visit will provide any further information required; text of Operational Terms to be reviewed
• MOSL to review market reports of relationships
Complicated SitesQuestion 5
Question 5:Do we now have all the flexibility that is needed to reasonably model real scenarios
No other issues were raised by the meeting in relation to site configurations.It was noted that processes G7 – G9 on metering matters may be more appropriate in Part B of the Operational Terms.
QualityTE Correction• Within this equation
• Look at the Ammonia, X, Y, Z terms, eg using ammonia
QualityTE Correction• The Heaviside term only takes the value 0,1
• It should be
0 if the term (Atd – Amd )/Asd is negative
(Atd – Amd )/Asd if the term (Atd – Amd )/Asd is positive
• We will use a different function to achieve this.
Pre-Vendor MAP
Change for Post-Vendor MAP
Noted by the meeting
Conclusions
• Discussed new features in pre-Vendor MAP
- TE settlement- Complex embedded sites
• Reviewed specific questions in respect of settlement and data