Economic evaluation study for a full-scale village-community plant
The products of the plant
Feasibility estimate for a turn-key farm waste
utilization system
The main components of a turn-key system include:
Infrastructure
The village or farm must make available a reasonably flat area of 200m2 with 30 cm depth of gravel over the area. An electrical supply of 100-200 amps and a water-pipe of 2-3 inches is needed next to the plant.
Construction
Foundations and columns according to soil structure, with 50-100 m2 of concrete floor. A second small concrete floor (50-100 m) for the Peatrum, with a wall around, for the separation system. A larger concreted area will be needed, in addition, if the Peatrum is to be composted (for greenhouses) on site.
Charging system
Chopping machine, pump, mixer, stone-trap, piping and accessories.
Heating system
Boiler, heat-exchangers, circulation pump, regulation and control system, insulation and accessories. There is the possibility of using hot water from an electricity generator supplied separately.
Digestion system
Appropriate volume of digester(s), biogas circulation system for mixing, insulation with a thickness of 5.0-7.5 cm. polyurethane, outlets for digested slurry and biogas, piping, control and regulation of temperature and pressure, and accessories.
Biogas system
Blower, gas traps, pas meter, piping, compressor (10 atm.) and a gas storage of 15 m3 (depending on needs), gas regulators, pressostats and accessories under suitable cover.
Slurry separation system
Slurry container, separation system with elevated stage, controls and accessories.
A total energy generator system
There is the possibility of using the biogas to generate electricity and hot water (to be used for the digestion system), based on current biogas co-generation.
Control and monitoring system
An electricity panel, a control container, electrical accessories in the area, computerized control system, including digital temperature meter and temperature-controlled heating system, controls for mixing system, gas pressure and biogas storage, gas meters, alarm system, etc.
1. Biogas.
One end-product of anaerobic digestion is a gas that consists of 62-65% methane (CH4) and under 40% carbon dioxide (CO2). This gas can be used as an energy source and has, without scrubbing, a caloric value of 5,800 Kcal/m . Scrubbing is only feasible for engine use. It has been used in burners for hot water or steam generation and in systems that produce electricity and hot water or steam (a co-generation system). In some cases, the separation of methane from carbon dioxide is feasible, and then not only the methane is used as an energy source, but also the carbon dioxide, to enrich the atmosphere of greenhouses or for cooling purposes. This separation process is only worthwhile if on- site use for carbon dioxide is essential.
2. Separated Slurry (Peatrum or Cabutz).
The digested slurry is sieved on a vibrating sieve, and the fibrous fraction of the digested cow manure, which consists of 25-40% solids, is collected. A special treatment of washing and adding limestone is used to make a very good substitute for peat moss, used as a casing soil in the champignon mushroom industry. It can also be used as an organic fertilizer and soil conditioner for gardening, though it has a higher value for nurseries and greenhouses, where it is used as a substitute for sphagnum peat moss. In this case, a secondary treatment of composting is essential, which can be done inside or outside the plant. Peatrum or Cabutz are already commercially known product in Israel, and therefore its price is estimated here at 25% lower than the price in Israel for sphagnum peat-moss.
3. Liquid Fraction.
The liquid fraction of the sieved digested slurry can be used as an excellent fertilizer of balanced N.P.K. content. Its value has already been established in experimental stations, but transportation is expensive and therefore no economic value is as yet attributed to this product in the context of the feedlot-farm operation.
4. Slurry
It has been established that the digested slurry, before separation, has a high value in aquiculture as a substitute for pellet feed, replacing up to 50% of the commercial feed. Only in special cases can the slurry be used for this purpose: it must be used in the near vicinity of the plant.
Feasibility estimate for a turn-key farm waste utilization system
The following tables give the basis information on several proposed turn-key plants, based on Israeli estimations. The estimated quantities of wastes which will be processed in the different plants are based on data presented in Table. 11.6.
Table 11.6: Estimated quantities of wastes from 100 cows and 50 calves in a feedlot with shelters and with bedding
Manure on concrete |
Manure +straw |
Total
quantity per day |
|
Quantity per cow (liters per day) | 40.0 | 6.25 | 46.25 |
Quantity per calf (liters per day) | 8.0 | 1.90 | 9.90 |
Per cent of dry matter | 12.5 | 16.0 | |
Quantity of dry matter per cow (Kg) | 5.0 | 1.0 | 6.0 |
Quantity of dry matter per calf (Kg) | 1.0 | 0.3 | 1.3 |
Total quantity per 100 cows + 50 calves m3 per day | 5.125 | ||
Total quantity per 100 cows + 50 calves tone per day | 0.665 |
For each digestion system described below, quantities are derived from the above table by multiplying the figures by the number of head of cattle. Each system is based on charging the digesters 5 days a week with a volume which is one eighth of the digester volume per day. The average retention time will therefore be 11.2 day
Table 11. 7: Several digestion systems for farm wastes
Farm type |
No. of
heads cows & calves |
Quantity
of waste generated daily (m3) |
Quantity
of dry matter generated daily (tones) |
a | 100 + 50 | 5.125 | 0.665 |
b | 300 + 150 | 15.375 | 1.995 |
c | 500 + 250 | 25.625 | 3.325 |
d | 1000 + 500 | 51.250 | 6.650 |
Table 11.8: Plant sizes and estimated investment for each of the a-d farms
Slaughterhouse type |
Digestion
system suggested (m3) |
Estimated
investment in ordinary plant (U.S.$) |
a | 50 | 150,000 |
b | 150 | 350,000 |
c | 250 | 500,000 |
d | 500 | 800,000 |
Table 11.9: Expected quantities of produce from a-d farms. Based on the schematic description of a plant for agricultural waste utilization (11.1)
Farm type |
Peatrum m3 |
Liquid
fraction m3 |
Biogas m3 |
Electricity RWH |
Not
water 1 |
a | 390 | 2,210 | 44,200 | 54,600 | 16,692 |
b | 1170 | 6,630 | 132,600 | 163,800 | 50,076 |
c | 1950 | 11,050 | 221,000 | 273,000 | 83,460 |
d | 3900 | 22,100 | 442,000 | 546,000 | 166,920 |
* Energy is expressed in Diesel fuel equivalents for generating hot water.
Table 11.10: Annual expenses for several anaerobic digestion systems
PLANT SIZE |
||||
a | b | c | d | |
in U.S. $ x1,000 |
||||
Investment | (150) | (350) | 1500) | (800) |
PMT, 7 year.,12% | 33 | 77 | 110 | 175 |
Salaries | 10-15 | 10-15 | 20-25 | 35-40 |
Water | 1-2 | 1-2 | 3-5 | 5-8 |
Electricity | 1-2 | 2-3 | 3-5 | 5-8 |
Maintenance, 2% | 3 | 7 | 10 | 16 |
Insurance,1% | 1 | 3 | 5 | 8 |
Waste water treatment | - | 1-2 | 3-5 | 5-8 |
Acid. for sanitation | - | 1-2 | 2-5 | 5-8 |
Total annual current | ||||
Expanses | 16-23 | 25-34 | 46-60 | 79-96 |
Total annual exponses | 49-56 | 102-111 | 156-170 | 254-271 |