10.4 The activity at Vallø
Saft
The following flowsheets show the yearly production of black currant
andcherry juice at Vallø Saft and the demands for the new technology.
See figure 10.2
See figure 10.3
The amounts in the above flowsheets are collected at Vallø Saft. It is
very important to underline that the amounts and percents are not precise, but an
approximate average based on the amount of berries used in the production over a year.
Black currant (BC) and cherry (C) together make up approximately 55 % of
the production at Vallø Saft (VS). This project concerns only black currant and cherry
juice and the feasibility study will therefore be based upon the above amounts.
10.5 The pre-filtration step.
In the following the fixed and variable cost for the centrifuge/vacuum
filtration system and the Filtomat filter unit will stated.
See table 10.4
See table 10.5
See table 10.6
10.6 Feasibility study over the pre-filtration step.
In the following the centrifuge/vacuum filtration system and the Filtomat
filter unit will be analysed within the limits of the feasibility study.
Table 10.7. Total cost
Overview -
Total cost. |
|
|
|
Parameter |
The centrifuge |
The vacuum
filter |
The Filtomat
filter unit |
Fixed costs: |
|
|
|
The technology
cost every year |
7,21 Kr/m3 |
22,58 Kr/m3 |
3,82 Kr/m3 |
Variable cost: |
|
|
|
Cost of energy |
2,58 Kr/m3 |
8,70 Kr/m3 |
0,17 Kr/m3 |
Cost of filtration aid |
0 Kr/m3 |
11,50 Kr/m3 |
0 Kr/m3 |
Water cost |
0,23 Kr/m3 |
1,38 Kr/m3 |
0 Kr/m3 |
Labour cost (cleaning) |
0,60 Kr/m3 |
21,60 Kr/m3 |
1,02 Kr/m3 |
Cost of wastewater |
0,13 Kr/m3 |
1,13 Kr/m3 |
0,001 Kr/m3 |
Cost of waste |
0 Kr/m3 |
0,25 Kr/m3 |
0 Kr/m3 |
Total |
3,54 Kr/m3 |
44,56 Kr/m3 |
1,19 Kr/m3 |
Total - fixed and variable cost |
10,75 Kr/m3 |
67,14 Kr/m3 |
5,01 Kr/m3 |
Environmental effects
It is clear, when the total cost in the above overview is considered that
the Filtomat filter unit in a cycle of life perspective has a positive influence on the
environment. The cost of energy for the Filtomat filter is only 0,17 Kr/m3
juice filtrated, which is 15 times less than the centrifuge and 50 times less than the
vacuumfilter. Less energy used means less CO2 produced and the reduction of CO2
will contribute to a better environment. The Filtomat filter is not using any filter aid
like the vacuumfilter and therefore in this way also attributes to an improvement of the
environment, since the filter aid are scattered in the nature. Perlite is however not as
dangerous as kieselguhr for the human health. The chemicals for the cleaning of the
Filtomat filter is not any better or worse than the one used in the centrifuge and a
change to the new technology will therefore not lead to any environment improvement in
this aspect. Finally the amount of wastewater from the Filtomat unit is a lot less than
what comes from the centrifuge and vacuumfilter, and the reduction in the amount of the
wastewater will also have a positive effect on the environment.
Economical effects
When the economy is considered, it would be an advantage for Vallø Saft
to change to the Filtomat filter unit. Both the fixed costs and the variable cost for the
new technology are lower. When for example the variable cost is considered, it only cost
1,19 Kr pr. m3 juice filtrated in the Filtomat filter unit. The higher variable
costs for the traditional system are especially because of the vacuumfilter, which is
using a lot of energy, labour cost and filter aid. The lower cost should give Vallø Saft
the possibility to either increase their profit directly or lower the price of their
products and thereby increase their share of the marked, which again should increase their
profit. All in all the new technology should strengthen Vallø Safts position in the
market.
The downside of the Filtomat filter unit is however that it at the moment
cant fully replace the existing system. Experimental results indicate that the
Filtomat unit can filtrate pasteurised black currant to the same quality as juice coming
from the vacuumfilter. This is however not the case for sour cherry, which blocks up the
Filtomat filter and therefore needs to be treated before it is filtrated in the Filtomat
unit. The result for black current is however very interesting, because not only is the
centrifuge/vacuum filter step replaced but the clarification step seems not to be
necessary either. If this is the case, the new technology will lower the cost of
production even more. It will also have a positive effect on the environment since the
amount of chemical used and wastewater produced will be lowered.
Social effects
The society will also benefit from the new technology since it is less
harmful towards the environment. The lower production cost should also result in lover
prices for the consumers.
10.7 The final
filtration step.
The fixed and variable cost for the pressfilter, the ultrafiltration unit
and the crossflow filtration unit (polymer membranes) will be stated in the following.
Table 10.8. Production of the filtration
technology Table 10.8. Production of the filtration
technology
Parameter |
The Pressfilter |
Ultrafiltration |
Crossflow microfiltration |
Investment costs (fixed costs and capacity) |
1,0 mill., surface 15 m2 |
2 mill. ., surface 210 m2 |
2,4 mill. surface 80 m2 |
|
Capacity BC:
10 m3/h |
0,25 mill to replace the membranes |
0,36 mill to replace the membranes |
|
ó 0,67 m3/h/m2 |
Capacity BC: 8 m3/h |
Capacity: |
|
Capacity C:
8 m3/h |
ó 0,038 m3/h/m2 |
0,1 m3 - 0,2 m3 juice/m2
filter ó |
|
ó 0,53 m3/h/m2 |
Capacity C: 7 m3/h |
min. 8 m3/h |
|
|
ó 0,033 m3/h/m2 |
ó 0,1 m3/h/m2 |
The transcription of the investment (year) |
10 years |
10 years |
10 years |
Lifetime of the technology
(years and cost a year). |
20 40 years |
15 years |
20 40 years |
|
ca 20 years for the filterplates |
2½ years for the membranes |
2 years for the membranes |
|
ca. 1,0 mill/30 y = |
2 mill/15 y + 0,25 mill/2½ y = |
2,4 mill/30 y + 0,36 mill/2 y = |
|
33333 Kr/year |
233333 Kr/year |
260000 Kr/year |
|
33333 Kr/year / (2104,2 m3 + |
233333 Kr/year / (3907,8 m3 + |
260000 Kr/year / (10808 m3) |
|
1583,225 m3) = 9,04 Kr/m3 |
2940,275 m3) =
34,07 Kr/m3 |
= 24,06 Kr/m3 |
Parameter |
The Pressfilter |
Ultrafiltration |
Crossflow
microfiltration |
Investment costs
(fixed costs
and capacity) |
1,0 mill., surface 15 m2
Capacity BC: 10 m3/h
ó 0,67 m3/h/m2
Capacity C: 8 m3/h
ó 0,53 m3/h/m2 |
2 mill. ., surface 210 m2
0,25 mill to replace the membranes
Capacity BC:
8 m3/h
ó 0,038 m3/h/m2
Capacity C:
7 m3/h
ó 0,033 m3/h/m2 |
2,4 mill. surface 80 m2
0,36 mill to replace
the membranes
Capacity:
0,1 m3 - 0,2 m3 juice/m2 filter ó
min. 8 m3/h
ó 0,1 m3/h/m2 |
The transcription
of the investment
(year) |
10 years |
10 years |
10 years |
Lifetime of the technology
(years and
cost a year). |
20 40 years ca
20 years for the filterplates
ca. 1,0 mill/30 y =
33333 Kr/year
33333 Kr/year / (2104,2 m3 + 1583,225 m3) =
9,04 Kr/m3 |
15 years 2½
years for the membranes
2 mill/15 y + 0,25 mill/2½ y =
233333 Kr/year
233333 Kr/year / (3907,8 m3 + 2940,275 m3) = 34,07
Kr/m3 |
20 40 years 2
years for the membranes
2,4 mill/30 y + 0,36 mill/2 y = 260000 Kr/year
260000 Kr/year / (10808 m3) = 24,06 Kr/m3 |
See table 10.9
Tabel 10.10. Operation and maintenance of the filtration
technology (output)
Output |
|
|
|
Parameter |
The Pressfilter |
Ultrafiltration |
Crossflow
microfiltration |
Juice capacity
(m3 juice pr. hour) |
Capacity BC:
10 m3/h
ó 0,67 m3/h/m2Capacity
C: 8 m3/h
ó 0,53 m3/h/m2 |
Capacity BC: 8 m3/h
ó 0,038 m3/h/m2Capacity
C: 7 m3/h
ó 0,033 m3/h/m2 |
Capacity:
0,1 m3 - 0,2 m3 juice/m2 filter ó min. 8 m3/h
ó 0,1 m3/h/m2 |
Wastewater from cleaning
(l wastewater and the expenses, Kr/m3 juice) |
4000 l. /a cleaning. ca. 45 times cleaning/year
500 l*45 = 180000 l/year l/m3 juice:
180000 l / (2104,2 m3 +
1583,225 m3) = 48,8 l/m3
Costs:
(180,0 m3 * 7,92 Kr/m3) / (2104,2 m3 + 1583,225 m3)
=
Costs:
(180,0 m3 * 7,92 Kr/m3) / (2104,2 m3 + 1583,225 m3)
=
0,39 Kr/m3 |
20000 l / a cleaning ca. 170 cleanings a year
20000 l * 170 times = 3400 m3/year m3
water /m3 juice:
3400 m3/ (3907,8 m3 +
2940,275 m3) = 496,5 m3/m3
m3
water /m3 juice:
3400 m3/ (3907,8 m3 +
2940,275 m3) = 496,5 m3/m3
Costs:
( 3400 m3* 7,921 Kr/m3) /
(3907,8 m3 + 2940,275 m3)
= 3,93 Kr/m3
Costs:
( 3400 m3* 7,921 Kr/m3) /
(3907,8 m3 + 2940,275 m3)
= 3,93 Kr/m3 |
20000 l / a cleaning ca. 170 cleanings a year
20000 l * 170 times = 3400 m3/year m3
water /m3 juice:
3400 m3/ 10808 = 0,314 m3/m3
m3
water /m3 juice:
3400 m3/ 10808 = 0,314 m3/m3
Costs:
( 3400 m3* 7,92 Kr/m3) / 10808 m3
= 2,49 Kr/m3
Costs:
( 3400 m3* 7,92 Kr/m3) / 10808 m3
= 2,49 Kr/m3 |
Waste
(The expenses, Kr/m3juice) |
1,225 ton * 50 kg/ton = 61,25 Kr.
61,25 Kr / (2104,2 m3 + 1583,225 m3) = 0,017 Kr/m3 |
None |
None |
1 Price of the wastewater: Tax/year = 200000 Kr, sludge
removal/year = 275000 Kr, amount of wastewater: 60000 m3. The price for removal
of 1 m3 is: (200000 Kr + 275000 Kr)/60000 m3 = 7,92 Kr.
10.8
Feasibility study over the final filtration step.
In the following the pressfilter, the ultrafiltration unit and the
crossflow filtration united (polymer membranes) will be analysed within the limits of the
feasibility study.
Tabel 10.11. Total cost
Total cost. |
|
|
|
Parameter |
The Pressfilter |
Ultrafiltration |
Crossflow microfiltration |
Fixed costs:
The technology cost every year Variable cost:
Cost of energy
Cost of filtration aid
Water cost
Labour cost (cleaning)
Cost of wastewater
Cost of waste
Total
Variable cost:
Cost of energy
Cost of filtration aid
Water cost
Labour cost (cleaning)
Cost of wastewater
Cost of waste
Total |
9,04 Kr/m3
1,62 Kr/m3
1,33 Kr/m3
0,71 Kr/m3
4,21 Kr/m3
0,39 Kr/m3
0,017 Kr/m3
8,28 Kr/m3 |
34,07 Kr/m3
6,28 Kr/m3
0 Kr/m3
0 Kr/m37,14 Kr/m3
3,93 Kr/m3
0 Kr/m3
17,35 Kr/m3 |
24,06 Kr/m3
0,86 Kr/m3
0 Kr/m3
0 Kr/m3
1,02 Kr/m3
2,49 Kr/m3
0 Kr/m3
4,37 Kr/m3 |
Total - fixed and variable cost |
17,32 Kr/m3 |
51,42 Kr/m3 |
28,43 Kr/m3 |
Environmental effects
In the cycle of life perspective the crossflow microfiltration unit will
have a positive influence on the environment compared to the pressfilter and the
ultrafiltration unit. The cost of energy for the crossflow microfiltration unit is only
0,86 Kr pr. m3 juice filtrated, which is 2 times less than the pressfilter and
7 times less than the ultrafiltration unit. Less energy used means less CO2
produced and the reduction of CO2 will contribute to a better environment. The
crossflow microfiltration unit is not using any filter aid (kieselguhr) like the
pressfilter and in this way it also attributes to an improvement of the environment, since
the filter aid are scattered in the nature. Kieselguhr is dangerous for the human health
and a change by law in how to handle and dispose of it is believed to come in a near
future. The amount of wastewater from the crossflow microfiltration unit is however as
high as for the ultrafiltration unit: 3400 m3, which is all most 19 times as
much as the pressfilter. It is however believed that the wastewater from the crossflow
microfiltration unit can be concentrated and used for animal feed, and it will thereby not
damage the environment. The chemicals for the cleaning of the crossflow microfiltration is
not any better or worse than the one used in the ultrafiltration unit and a change to the
new technology will therefore in this aspect not lead to any environment improvement.
Economical effects
It would from an economy point of view be an advantage for Vallø Saft to
change to the crossflow microfiltration unit. Compared with the ultrafiltration unit it
has both lower fixed and variable cost. When compared with the pressfilter the crossflow
microfiltration unit has higher fixed costs and lower variable costs. (the price of new
filterplates is not included in the fixed cost for the press filter, and the cost is
therefore higher than the 9.04 Kr/m3). It is believed that the variable cost
for the pressfilter will increase within the next years because of the use of kieselguhr.
Compared with the filtration system used today where 65 % is filtered on the
ultrafiltration united and 35 % is filtered on the pressfilter the crossflow
microfiltration unit is 25 % cheaper. The lower cost should give Vallø Saft the
possibility to either increase their profit directly or lower the price of their products
and thereby increase their share of the market, which again should increase their profit.
All in all the new technology should strengthen Vallø Safts position in the market.
At the moment the crossflow microfiltration unit can not replace the
existing system, but the results indicate that with further development this should be
possible.
Social effects
The society will also benefit from the new technology since it is less
harmful towards the environment. The lower production cost should also result in lower
prices for the consumers.
10.9 Conclusion
When the three filtration systems in figure 10.1. are compared, it is
clear that the new technology - that is pre-filtration with the Filtomat filter and the
final filtration with the crossflow filtration unit - is the best for the environment,
this technology also gives the lowest production cost. This system can however not replace
the present system at the moment, but with further development this should be possible.
|