1. Data Sheet
DCD-Bever Decentral WasteWater Treatment
BouwCoach
Engineering bv
www.bouwcoach.nl www.dcdr.eu
Mail: bouwcoachconsult@gmail.com
Paul de Lange MSc: 0031-654223534
3. DCD Mini Modular Wasterwaterplant
Purifying System
For purifying the wastewater, the DCD-Bever works with the activated sludge process which is
used worldwide (patented technology Afmitech Friesland bv). In this process the pollution is
degraded biologically by micro organisms floating in the water. These micro organisms form a
floc, which is the so-called activated sludge.
Because this activated sludge is heavier than the water in the tank, it will sink down in the
settling compartment from where it can be separated from the water flow.
The installation is made vertically with a surface aerator which creates a vertical circulation by
intermittent aeration. This vertical circulation makes denitrification possible.
The system itself signalizes the amount of wastewater coming in and automatically adjusts the
oxygen input while the purification process continues; this means that the DCD-Bever has a
continuous purification process with a discontinuous control. In this way, the wastewater
treatment system can perform properly with changing seasonable loads.
The excess growth of sludge is automatically thickened and periodically drained to the excess
sludge sump. In this way the system keeps the concentration of excess sludge in the aeration
compartment stable and prevents the wastewater treatment tank from becoming overgrown
with
sludge.
BouwCoach Engineering BV
4. Test Results:
Our Bever wastewater treatment system (patented technology Afmitech Friesland bv) is extensively tested for 26
weeks in 2002 by the Van Hall Larenstein Institute, Leeuwarden. During the attestation, only flux-proportional
collect samples of the effluent were taken and analyzed by an accredited research laboratory.
Parameters Concentrations in any 24-
hour aggregate sample
(mg/l)
Concentrations in any stitch
sample (mg/l)
BOD5 < 20 < 40
COD < 100 < 200
N-total < 30 < 60
NH4+ < 2 < 4
SS < 30 < 60
The requirements at the effluent of an IBA-class IIIA were:
BouwCoach Engineering BV
5. Parameters Average Value Maximal Value Minimal Value
BZV5 308,8 380,0 259,8
CZV 783,3 1028,3 669,3
N-totaal 68,8 79,1 54,8
SS 390,9 615,0 307,5
CZV : BZV 2,6 3,0 2,0
Parameters Average Value Maximal Value Minimal Value
BZV5 < 3,0 < 3,0 < 3,0
CZV 40 50 30
N-totaal 10,0 26,8 2,2
NH4+ 0,9 1,9 < 0,2
SS 2,7 7,7 < 2,0
Influent parameters for testing
Test results Effluent
BouwCoach Engineering BV
6. These assumptions are based on conservative Key-Figures, nevertheless always discussable.
But the results of the comparisation of average investment costs for DCD-Bever systems and
traditional shows a factor 3 in lower costs for decentral systems!
To be able to compare the investment costs with a traditional (50.000-100.000ie)
wastewater treatment plant, some assumptions are made:
1) investment costs for traditional plant are € 200,- per i.e.
2) investment in meter sewage pipe is € 100,-
3) the distance from “lowest” village to a traditional wwtp is 10km.
Cost Comparisation
For 25 communities in the Arad Area businesscases are established.
These communities vary from 700 inhabitants spreaded over 3 towns to 3000 inhabitants in 10
villages . The calculated average cost of ownership for complete DCD-Bever community systems
(excluded village-canalisation) go down to € 22,- per inhabitant per year (with EU funding included).
When the investment costs are compared, the absence of inter-village sewers and main sewer to a
traditional plant, cause a significant cost-difference in favour of decentralized units.
BouwCoach Engineering BV
7. Modular Approach
The Bever-DCD system is a modular system of decentral wastewater-treatment for
communities from 50i.e., 100i.e. and 175i.e in steps up to 2500/5000 i.e.
This modularity guarantees flexibility in phasing, providing any needed growth of
connected population and/or availability of canalization.
Also innovation in purification technologies develops fast. This modular approach
guarantees, (in combination with 15 or 25 years administrative life-time) the flexibility
of replacing systems or system-parts at any time.
Waste and wastewater become more and more a source of energy and raw materials
(as for example phosphorus). Modular units can be added for extraction of specific
substances and exploiting the energy sources in near future.
At last but not least, the awareness of health-threatening pollutions, as for example
medicine and metals, will demand purification on these substances in near future. Our
modular systems can be expanded at any time with the newest technology.
BouwCoach Engineering BV
12. Capacity in IE min. flow /day average flow/day max. flow/day sludge buffer influent buffer
R10,67x7 2500 140 m3 281 m3 439 m3 100 m3 200 m3
total Energy: 350 kWh/day Compl. Investment: (coarse screen, influent buffer and sludgepit included)
Sludge: 4 times/year total € 662.454 per m3 max load: € 1.509
Sludgecosts (estimated) excl tva per IE € 265
€ 26.000 per year Total operational costs (indicative)
Maintenance costs (estimated) per Year € 60.220
€ 20.000 per year excl tva per IE per Year € 24
Unforseen: € 4.000 per year
DCD-2500 2015
BouwCoach Engineering BV
13. Capacity in IE min. flow /day average flow/day max. flow/day sludge buffer influent buffer
R9,38/5,7 1500 86,0 m3 216,0 m3 324 m3 75 m3 100 m3
total Energy: 240 kWh/day Compl. Investment: (coarse screen, influent buffer and sludgepit included)
Sludge: 4 times/year total € 606.945 per m3 max load: € 1.873
Sludgecosts (estimated) excl tva per IE € 405
€ 16.000 per year Operational costs
Maintenance costs (estimated) per Year € 45.008
€ 18.000 per year excl tva per IE per Year € 30
Unforseen: € 4.000 per year
DCD-1500 2015
BouwCoach Engineering BV
14. DCD-Bever 2015
est. daily energy
kWh
est. annual
energy costs
included! included!
Size
target prices
annual service
costs
construction area
(m2)
building
area (m2)
min. flow
m3/day
av. flow
m3/day
max. flow
m3/day
influent
buffer m3
sludge buffer
m3
to empty (in
days)
25-75 p.e. 50MWW02 € 60.500 € 2.000 5,5 € 161 58 13 4,0 8,0 12 11,5 8,5 218,8
50-150 p.e. 100MWW03 € 79.500 € 2.500 8,0 € 234 58 13 6,0 13,0 20 11,5 8,5 132,8
90-250 p.e. 175MWW04 € 123.000 € 3.000 16,0 € 467 85 26 11,0 22,0 34 20,75 20,75 177,4
115-330 p.e. 225MWW05 € 159.500 € 3.500 24,0 € 701 85 26 23,0 30,0 38 20,75 20,75 144,0
175-525 p.e. 350MWW06 € 195.000 € 4.000 32,0 € 934 85 26 22,0 44,0 68 20,75 20,75 93,0
350-1050 p.e. 700 2xMWW06 € 380.000 € 7.500 64,0 € 1.869 125 52 44,0 88,0 136 41,5 41,5 93,0
750-2250 p.e. 1500 DCD1500 € 610.000 € 22.500 138,0 € 4.030 175 90 86,0 216,0 324 100 100 90,0
1250-3750 p.e. 2500 DCD2500 € 660.000 € 24.500 210,0 € 6.132 225 125 140,0 281,0 439 150 100 57,0
Prices Included: Specifications:
- completeplug&playsystem included housing and buffertanks - Closed housing, close to buildings (MWW)
Prices Excluded: no noise
- tva - Closed process-tank,close to buildings (MWW)
- piping towards and away from installation(s) no smell
- electricitytowards installation(s) - insulated housing, secured operation (MWW)
- emptying sludge tank frost protectionin winter
- energy costs (over)heatprotection in summer
- 2 monthly filter cleaning - Plug&Play, short construction time
estimated total construction time 2-3- weeks
- Combined remote and on-site service
break even km
sewage:
(€200/m)
unmanned operation, only occasional inspection
max. flow
m3/day Costs per m3
- Low energy consumption
€2,5 to €3,6 per p.e. per year
25-75 p.e. 50MWW02 € 60.500 12,0 € 5.042 19,0 - Sludge buffering
50-150 p.e. 100MWW03 € 79.500 26,0 € 3.058 9,0 sludge buffer to be emptied (by client)3-4 times per year
90-250 p.e. 175MWW04 € 123.000 46,0 € 2.674 7,1 - Adjustable, sizeable
115-330 p.e. 225MWW05 € 159.500 68,0 € 2.346 5,5 flexibletowards Increasing or decreasing populations connected
175-525 p.e. 350MWW06 € 195.000 92,0 € 2.120 4,3 1 or more modules can be added, removed or temporarelyshut down
350-1050 p.e. 700 2xMWW06 € 380.000 184,0 € 2.065 4,1 - Decentral
750-2250 p.e. 1500DCD1500 € 610.000 324,0 € 1.883 3,2 no more expensive piping and sewage pumping then strictly needed
1250-3750 p.e. 2500DCD2500 € 660.000 439,0 € 1.503 1,3 - Large loading scale
Costs per m3
DCD-Bevers can be loaded from -50% to +50% of nominal capacity
- flexible capacity
Traditional wwtp 50.000 i.e. € 1.250 In a group of 2 and more modules, one or some modules can be shut down
if needed for maintenanceor at calamities. Guaranteed continuous operation!
- extreme small buildingarea (MWW)
of 13m2 per modular MWW unit
fits everywhere!
BouwCoach Engineering BV
18. 10KM
Example Comparing Decentral versus Traditional
43
12
2
6
4
Sewage to traditional wwtp (10km)
Canalisation between villages
Plescuta 7 1263 955 41 4.100.000€ € 4.386.500
€ 4.593
Plescuta 7 1263 955 31 3.100.000€ € 3.386.500
€ 3.546
total costs
traditional
Average investment per i.e. DCD-Bever Average investment per i.e. traditional wwtp
Average investment per i.e. DCD-Bever € 742 Average investment per i.e. traditional wwtp
Community nr of villages inhabitants I.e. total costs dcd-bever
partial costs for
trad.wwtp
total km transport -
sewage (0 km to wwtp)
€ 708.373 € 286.500
€ 742
€ 708.373 € 286.500
partial costs for
trad.wwtp
total km transport -
sewage (10km to wwtp)
total costs
traditional
Community nr of villages inhabitants I.e. total costs dcd-bever