Minggu, 23 November 2008

DESIGN DEVELOPMENT AND DIFFUSION OF MICRO-HYDRO FOR RURAL ELECTRICITY

Proceedings of International Conference on Integrated Renewable Energy for Regional Development

Keywords: design, development, diffusion, electric, energy, micro-hydro, rural, water
ABSTRACT
Maximizing and integrating utilization of potential natural resources of
Indonesia archipelago are necessary for generating rural electricity. Indonesia is a
tropical country, consist of about 3,000 islands and most of which are mountainous area
and lots of water resources for an electric generator. Therefore a micro-hydro as a
renewable energy is very compatible to be developed in Indonesia.
Most of Indonesian people live in a remote village and harnessing the power of falling
water by means of micro-hydropower plants is one way of providing affordable energy for
the development of rural areas.
Design and engineering development of water turbine and penstock are adapted with
local material availability and local manufacturer capability. The development covers
redesign of turbine components, such as shaft, bearing adjuster and runner. Especially for
the penstock, the usage of local material is very important, such as an asphalt drum that is
covered by fibber cement, the combination of its an appropriate solution. Therefore, the
usage of software such as AUTO-Cad, FEMAP, UNA and ANSYS in the design simulation
is very fruitful.
Technology diffusion of the micro-hydropower plants is done through pilot project,
workshop and training. DATD has conducted of more than thirty pilot micro-hydropower
plant projects throughout Indonesia, and trained thirty field instructors and thirty
technicians of Man Power Department.
INTRODUCTION
In mountainous area, hundreds of water wheels in irrigation canals that made by
carpenters are used for rice milling and electric generator. At North Coast of Java, some
traditional mariculture farmer lifted water by using fabric windmill. Indication has shown
that Indonesia is a potential natural resource for power generating.
As an example, at Kampung Pasanggrahan, Neglasari Village, District of
Tasikmalaya, Mr. Abdul Rozak installed a water wheel for electric generating, the
electrical output is 2,000 Watt and presented on Figure 1. He was a receiver of an
Environment Award ‘Kaplataru’, in 1987. The initiative encourages his neighbors to make
and install the same water wheels, so in the village appears about thirty water wheels for
electricity [Pikiran Rakyat], 1997].
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The small size of micro hydro has no adverse on the environmental impact; it is an
environment friendly renewable indigenous resource. Even though, the contribution of
micro-hydropower plant to the overall energy supply is small, it may induce associated
economic activities, employment and income generation to improve the quality of life.
Micro-hydropower plant may contribute to the alleviation of poverty; at the same time
preserve the environment.
DATD is concerned to the rural electrification, because electricity is not to fulfill basic
needs only, but also to create income generation through the development of production
units.
Figure 1. Water Wheels for Village Electrification.
The micro hydropower plant may have the following advantages:
· To build up of local-know for manufacturing, assembling, and operating of micro
hydropower.
· To supply low-cost energy by appropriate solutions.
· To promote a regional consultant.
· To create job opportunity.
Cross flow turbine is nominated to be developed because of its simplicity on the
design and manufacturing, locally manageable, and compatibility to the natural resources.
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The design development of DATD’s cross flow turbine is based on the GTZ’s design. The
redesign is fitted to the local condition, especially on the local manufacturing capability.
REQUIREMENT & OPPORTUNITY
More than 60% of Indonesia’s rural house holds, some 60 millions people are still
not electrified and forced to rely on kerosene lamps, automobile batteries and dry cells for
light and power.
The aim of the rural electrification program is to promote rural community
development. Referring to the President Director of PT Perusahaan Listrik Negara (PLN =
Electric State Company) statement, the company has a main duty as a national agent of
development by distributing electric power to the rural area, when signed a MOU with
Andalas University for surveying villages with multiplier effects [Kompas, 1997]. The
government encourages using of seasonable micro hydro electricity for income generating
effort. In 1997, PT PLN is going to electrify 5,000 villages, based on the state budget of
about Rp 1,000 millions, -. PT PLN is still committed to the rural electrification, but grid
extension programs have been costly and natural restriction.
Electrification has been restricted because of the archipelago nature of Indonesia.
The country consists of about 3,000 islands; this makes expansion of public grid on a
national or multi province basis tremendous difficult and expensive. Even, rural demand is
small scale, it caused economics problem.
GOVERNMENT NEW REGULATION FOR SMALL POWER PLANT
A consideration of micro hydropower plant is reliable energy supply to remote rural
areas, which won’t be connected to the grid in the near future. PLN’s new regulation will
remit the consideration, because PLN may buy the electricity produced by micro
hydropower plant, and integrate to the regional or national grid.
The new regulation will eliminate the decrease of micro hydropower plant and give
opportunity to integrate to the PLN’s grid. Referring the new regulation, a small-scale
electric power plant could be proposed by private company and cooperation; it indicates a
business opportunity for a medium manufacturer.
Since 1992, about twenty private companies have installed electric power plant and signed
MOU for selling the electricity to the government with price about USD 0.60/kWh.
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Table 1. Private’s Electric Power Plant.
Power Plant Capacity (MW) Price (USD/kWh) Operated
PLTGU Sengkang 80 6.55 cents 1997
PLTGU Pare-pare - 6,33 cents 1997
East Java Power Corp. - 5.67 cents 2000
As an example, a survey of the micro hydropower plants condition at Subang district
presented that some of its stopped by the extension of regional grid. The survey is
conducted by DATD and presented in Table 2.
Table 2. Micro Hydropower Plants Condition at Subang District.
Location Manufacturer Capacity [kVA] Year Condition
Cinta Mekar PTP - ITB 10 89/90 stopped - grid: 90/91
Bunihara PTP - ITB 10 90/91 damaged - over load
Jambe Air PTP - ITB 50 91/92 stopped - grid: 95/96
Bojongloa PTP - ITB 20 92/93 stopped - grid: 95/96
Curug Agung Mandiri 15 92/93 running
Cibeusi Mandiri 10 93/94 running
Cupu Nagara Mandiri 30 94/95 stopped - grid: 96/97
Bantar Sari Mandiri 20 95/96 running
Table 3. Mini-hydropower plant - West Java.
Company River District Capacity
[MW]
Operation Schedule
PT. Kwarsa Hexagon Cibuni Cianjur 2 x 3.00 -
PT. Wirabuana Prajaraya Cibuni Cianjur 2 x 2.00 2000
Cikaingan Garut 2 x 6.00 2000
PT. Bangun Swadaya Listrindo Ciarinem Garut 1 x 1.50 1998
Cikandang Garut 2 x 2.00 1998
Ciberang Lebak 2 x 2.75 1998
Succeeding the new regulation, a small-scale electric power plant is proposed by
private company and cooperation; it indicates a business opportunity for a medium
manufacturer. In Java, the power plant will be connected to the Java - Bali Inter-connection
System. The proposed mini-hydropower plants in West Java are presented in Table 3.
HYDROPOWER
The topography of the most Indonesian tropical island promises the suitability of
hydropower generation. To study the useable of flow available from a stream for power
generation, Pusat Penyelidikan Masalah Kelistrikan – PLN (Center for Study of
Electricity) conducted at various areas in Indonesia [Sularso, 1983].
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Data survey is presented in the diagram of the application of various turbine types
based on the head, and it is shown in the Figure 2.
Figure 2. The application of various type of turbine vs. power head.
The small size of micro hydro has no adverse on the environmental impact; it is an
environment friendly renewable indigenous resource. Even though, the contribution of
micro-hydropower plant to the overall energy supply is small, it may induce associated
economic activities, employment and income generation to improve the quality of life.
Micro-hydropower plant may contribute to the alleviation of poverty; at the same time
preserve the environment.
TURBINE COMPATABILITY
DATD has been concerned with the problems of establishing a suitable
technology to enable any remote area with suitable water resource, to have its own
individual micro hydro scheme.
The objective is to produce a set of designs in which each one:
· Is a properly engineered system requiring no further professional involvement in the
installation.
· Has a cost of the energy produced those compares favorably with any alternatives.
The design philosophy was to match the technology to the capabilities of rural
commercial and industrial resources and the needs of remote farming areas in the country.
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Remoteness usually means many kilometers from assistance, and for that reason, the
installation needs to be extremely reliable with maintenance and repairs as far as possible
within the means of the consumer.
The design approach has been to use the best of technical resources to produce the
simplest of solutions. It is hoped that the technology will be transferable to sites in
developing countries.
Table 4. Matrix of Turbine Selection
Type Operation
Head Capacity
Power Design Manufacturing Construction Workshop
Facility Skill
Pelton H L S - B E E E G Sp
Francis M MB S - B D D : casting C G Sp
Kaplan L B S - B MD MD C G Sp
Turgo MH L S E E : casting C G Sp
Crossflow M L S E VE VE Si N
L = low, M = medium, MB = moderate big, MD = moderate difficult, MH = moderate high,
B = big, H = high, S = small, Si = simple, Sp = special, E = easy, D = difficult,
C = complicated, G = good, N = no need.
CROSSFLOW TURBINE
The classical approach to turbine selection is using a machine of the highest
practicable specific speed; it leads to the smallest and fastest machine. For the low head
application, the result would be a turbine based on the propeller, i.e.: Kaplan and the cross
flow turbine. The Kaplan turbine is discouraging by complex in shape and manufacturing.
The cross flow turbine tends to be favored for its simplicity, but being an
impulse turbine and not a reaction turbine, runs relatively slowly with the consequent
transmission problems involved in increasing the speed to a synchronous generator speed.
Modified Cross flow Turbine
The modified of GTZ’s cross flow turbine is shown in cross sectional view in Figure
3. The range of power output is decided by the size of the turbine, which is in wide range
of 150 - 700 mm. The specification of the cross flow turbine is presented in Table 5.
Design Development
Turbine design is a tailor made approach, its depends on the site condition and
performance requirements. The working load determines a strength analysis of turbine
components, i.e. head and capacity of water. Shaft, runner, runner blade, bearing, housing
and penstock need a specific and repetitive design calculation, thus an application of
computer in the design simulation is beneficiary.
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Figure 3. The Modified of GTZ’s Crossflow Turbine.
Table 5. Turbine Specification
POWER INPUTS RANGE UNIT
· Head 2.5 - 100 [m]
· Capacity up to 350 [liters/second]
POWER OUTPUT
· Power 2-70 [kWatt]
The design development of the cross flow turbine component based on the CAE, i.e.:
AutoCAD for drafting and FEMAP-UNA or ANSYS for stress analysis. Creating
geometry of Finite Element Modeling, the existing geometry from the CAD system are
imported through a DXF (AutoCAD format) interface.
Advantages of application CAE for the design development are:
· organizing and handling time-consuming and repetitive calculations.
· it allows the designer to analyze complex problems faster and more completely
· it possible to carry out more iterations of design.
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Component Modification
The modification of the cross flow turbine component is based on the
availability of local materials and the existing tool and skill of local workshop.
The modified components are:
· Housing: the thickness of material and the limited of bending machine capability to
form the cover and sidewall of housing fit to the design requirement caused the
material is cut off to pieces and connected by welding process.
· Valve adjustment stand: tearing the U profile to make more clearance modified spindle
support and guide of valve adjustment stand.
· Bearing block: the original design of bearing block is consisted of three pieces, and the
modified component is one piece to get stiff component and avoid welding process
· Penstock: to consider easy forming of the penstock shape, a full-scale drawing is made
for a pattern, and the material is torn in the section of square form
STUDY OF DIFFUSION AND DISSEMINATION
To increase the diffusion of micro-hydropower plant for rural electricity, DATD
carried out training course for trainers and technicians of Man Power Department, installed
and studied the impact of micro-hydropower plant in collaboration with Man Power
Department.
This time, micro hydro, which is developed by DATD, has been widely spread in
various areas in Indonesia for rural electrification and rural industry in collaboration with
district government.
The dissemination of Micro-hydropower covers some activities, i.e.:
· micro-hydro power pilot training on micro-hydropower plant
· diffusion of micro-hydropower plant
· study of implication micro-hydropower plant
LESSON LEARN OF THE INSTALLATION OF MICRO HYDRO IN WAMENA
There are two units of micro hydro that have been installed in Jaya Wijaya, one
is in Anggruk sub district and another is in Makki sub district. Due to the remoteness and
low skill of the rural people where the micro hydro was installed, so that in arranging the
component; some modification and simplification in the design of micro hydro are
necessary to be paid attention. From the field experience is obtained that the participation
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of the local people plays very important role. Beside the local people, the formal and nonformal
organization are also are important to be taken into account. To maintain the micro
hydro that has been installed, training to the group of the local people is necessary to be
done.
The use of the micro hydro in both places as mentioned above is focused to
operate the equipment of the clinic health. Beside that purpose, the micro hydro is also
used for house and street lighting.
REFERENCES
Adhikari, D., 1993, Experience in Small Hydro Power Rural Electrification in Muktinath-
Nepal, SHP News (4): 19-20.
Burgoine, D., Rodrigue, P., Tarbell, J.C., 1994, Siphon Penstock Installation at
Hydroelectric Project, SHP News (3): 34-38.
Cavallo, A.J., Hock, S.M., and Smith, D.R., 1993, Wind Energy: Technology and
Economics, Renewable Energy: Sources for Fuels and Electricity, Island
Press, Washington D.C.
Djunaedi, I.,Hidayat,D.D.,Abbas, A., 1997, Preliminary Study of Design, Installation
and Performance Test of Maki-Micro Hydropower Plant, Technical Report,
DATD, Subang.
Djunaedi, I., 1997, Preliminary Analysis of Wind Energy in Wamena, Technical Report,
DATD, Subang.
Djojodihardjo, H., 1984, Penilaian Potensi Energi Angin dengan Kasus Khusus Indonesia
dan Prospek Pengembangannya, Proceedings: Kursus Teknologi Energi
Terbarukan, Bandung.
Duffie, J. A.,William, A.B., 1980, Solar Engineering of Thermal Process, John Wiley
and Sons.
Eldrige, F. R., 1980, Wind Machines, 2nd ed., Van Nostrand Reinhold New York.
Inversin, A. R., 1993, A Method for Estimating a Flow Duration Curve at an Ungaged
Site, SHP News (4): 21-25.
Rosenblum, L., 1982, Practical Aspect of PV Technology, Application and Cost, NASA
Lewis Center Research.
Stevens, M.J.M., Smulders, P.T., 1979, The Estimation of Parameters of the Weibull
Wind Speed Distribution for Wind Energy Utilization Purposes, Wind
Engineering 3(2): 19-27.
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Sugiarmaji, H.P.S., 1984, Pengembangan Teknologi Konversi Energy Angin di
Indonesia, Proceedings : Kursus Teknologi Energi Terbarukan, Bandung.
Tarigan,I. , Mulyadi, D., 1988, Photovoltaic Design Using Loss Energy Probability
Method, Telaah, Vol. 11, (1,2 ) : 1-11.

ANAEROBIC DIGESTION

Anaerobic digestion (AD) is a biological process in which biodegradable organic matters are broken-down by bacteria into biogas, which consists of methane (CH4), carbon dioxide (CO2), and other trace amount of gases. The biogas can be used to generate heat and electricity. Oxygen-free is the primary requirement of AD to occur. Other important factors, such as temperature, moisture and nutrient contents, and pH are also critical for the success of AD. AD can be best occurred at two range of temperatures, mesophilic (30-40°C) and thermophilic (50-60°C). In general, AD at mesophilic temperature is more common even though digestion at thermophilic temperature has the advantages of reducing reaction time, which corresponding to the reduction of digester volume. Moisture contents in greater than 85% or higher are suitable for AD.

The types of anaerobic digesters include Covered Lagoon, Batch Digester, Plug-Flow Digester, Completely Stirred Tank Reactor (CSTR), Upflow Anaerobic Sludge Blanket (UASB), and Anaerobic Sequencing Batch Reactor (ASBR), and others. The complete-mix, plug-flow, and the covered anaerobic lagoon are three types of the digesters that are recognized by the USDA's Natural Resource Conservation Service (NRCS) in the form of "National Guidance provided to States."

The complete-mix digester is a large, vertical poured concrete or steel circular container. Today's complete-mix digester can handle organic wastes with total solid concentration of 3% to 10%. Complete-mix digesters can be operated at either the mesophilic or thermophilic temperature range with a hydraulic retention time (HRT) as brief as 10-20 days.

The basic plug-flow digester design is a long linear through, often built below ground level, with an air-tight expandable cover. Organic wastes is collected daily and added to one end of the trough. Each day a new "plug" of organic wastes is added, slowly pushing the other manure down the trough. Plug-flow digesters are usually operated with a total solid concentration of 11%-13% at the mesophilic temperature range, with a HRT from 20-30 days.

A cover lagoon is an earthen lagoon fitted with a floating, impermeable cover that collects biogas as it is produced from the organic wastes. The cover is constructed of an industrial fabric that rests on solid floats laid on the surface of the lagoon. The cover can be placed over the entire lagoon or over the part that produces the most methane. An anaerobic lagoon is best suited for organic wastes with a total solid concentration of 0.5%-3%. Cover lagoons are not heated.

Covered lagoon digester O&M is simple and straightforward compared to complete-mix and plug-flow digesters. The capital cost for covered lagoon can be less than those required for the complete-mix and plug-flow types of conventional digesters. However, a key issue for covered lagoon is that digestion is dependent on temperature, therefore biogas production varies seasonally if the lagoon is not externally heated. This means that methane production is greater in summer than in winter. In general, a daily biogas production in summer could be averaged 35% higher than in winter. This may make end-use applications more problematic than plug flow and completed mix digesters. Another concern is that it can take an anaerobic lagoon as long as 1-2 years to achieve its "steady state" biogas production potential.

Production of renewable energy, improvement on environmental pollution in air and water, reduction of agricultural wastes, and utilization of byproducts as fertilizers from anaerobic digestion (AD), has increased the attractiveness of the application of AD. AD technology is well developed worldwide. Of the estimated 5300-6300 MW worldwide anaerobic digestion capacity, Asia accounts for over 95% or 5000-6000 MW. Traditional, small, farm-based digesters have been used in China, India and elsewhere for centuries. The number of digesters of this type and scale is estimated to exceed 6 million. European (EU) companies are world leaders in development of the AD technology. Currently, EU has a total generating capacity of 307 MW from AD technology. The countries in EU with the largest development figures are Germany (150 MW), Denmark (40 MW), Italy (30 MW), Austria and Sweden (both 20 MW). Germany led the small on-farm digesters for odor control. Italy developed a series of farm AD systems. Larger, centralized anaerobic digestion plants, which utilize animal manure and industry waste in a single facility, are a newer development and most prevalent in Denmark where there are 18 plants (worldwide there are 50 or so, all within Europe). Municipal solid waste digestion is the newest area for anaerobic digestion. The most recent is for source-separated feedstocks, for which there are estimated to be over 150 commercial-scale plants. These plants have a combined capacity in excess of 6 million tons per year and the number of plants planned is increasing rapidly.

B. BIOGAS TO ENERGY TECHNOLOGIES

Four basic technologies for the utilization of digester gas are listed below.

1. Medium-Btu Gas Use
Medium-Btu biogas can be used in a number of ways. Typically after condensate and particulate removal, the biogas is compressed, cooled, dehydrated and then be transported by pipeline to a nearby location for use as fuel for boiler or burners. Minor modifications are required to natural-gas-fired-burners when biogas is used because of its lower heating value. Another alternative for biogas applications is to generate steam using a boiler onsite. The biogas, after condensate and particulate removal and compression, is burned in a boiler. The customer for this steam would need to be close to the site since high pressure steel insulated pipeline is expensive and heat is lost during transport.

2. Generation of Electric Power using reciprocating engines, gas turbines, steam turbines, Microturbine, and Fuel Cell
Electricity generated on-site using a reciprocating engine, steam turbine, or gas turbine, is being actively used. When a reciprocating engine is used, the biogas must have condensate and particulates removed. In order to move fuel gas into a gas turbine combustion chamber, the biogas must have most of the visible moisture and any particulates removed and then compressed. Using a steam turbine requires generating the steam first. Microturbine can be used to generate electricity at a capacity as small as 30 kW. However, issues exist in the high cost for biogas clean up and limited engine running time when a Microturbine is applied. The microturbine technology has not been commercialized. High cost associated with biogas clean up is also an important issue for potential application of the fuel cell technology.

3. Injection into an existing natural gas pipeline
Biogas can be upgraded into high-Btu gas and injected into a natural gas pipeline. As compared with other power generation alternatives, the capital cost for sale of upgraded pipeline quality gas is high because treatment systems that are used to remove CO2 and impurities are required. Also, upgraded gas needs a significant amount of compression to conform to the pipelines pressure at the interconnect point. However, the advantage of pipeline quality gas technology is that all the biogas produced can be utilized.

4. Conversion to other chemical forms
It is possible to convert the biogas to another form such as methanol, ammonia, or urea. Of these three options, conversion to methanol is the most economically feasible. In order to convert high methane content gas to methanol, water vapor and carbon dioxide must be removed. In addition, the gas must be compressed under high pressure, reformed, and catalytically converted. This tends to be an expensive process, which results in about 67 percent loss of available energy.

C. OPPORTUNITIES FOR BIOGAS TO ENERGY DEVELOPMENT IN CALIFORNIA

1. Biogas from Animal Manure in California

The tax incentives of the late 1970's and early 1980's encouraged the construction of approximately 18 commercial farm scaled digesters for energy production in California. Only 5 of those systems are running today and 3 of these are on pig farms and 2 of these are on dairy farms. Only 0.37 MW of power is generated from existing 5 digesters in CA although the total potential for animal waste to energy in California dairies is over 105 MW. Energy can be produced from different types of livestocks including dairy, swine, poultry, turkeys and sheep and lambs wastes in California. California dairies have 1.4 million milk cows and is the second leading state in total number of milk cows. There are 2,308 dairy farms in California with an average size of 602 cows. Currently, only less than 1 percent of the livestock manure generated in CA is utilized.

Livestock Population VS Production per animal (lbs/day) Potential energy production (Btu/year) Electrical Potential (MW) Power Potential (kWh/animal/day)
Dairy Cows 1,420,000 6.2 9.64E+12 73.37 1.24
Swine 210,000 1.64 3.77E+11 2.87 0.328
Poultry layers 25,632,000 0.048 1.35E+12 10.25 0.0096
Poultry broilers 230,300 0.034 8.57E+09 0.07 0.0068
Turkeys 21,000,000 0.091 2.09E+12 15.93 0.0182
Sheep and lambs 420,000 0.92 4.23E+11 3.22 0.184
Total

1.39E+13 105.71

2. Biogas Gas from Sewage Wastewater Treatment Plants in California

There are 242 sewage wastewater treatment plants existing in California. Anaerobic digesters exist in a number of sewage treatment plants. About 38 MW of electrical power is generated from existing 10 sewage wastewater treatment plants. There are 12 sewage treatment plants that utilize the biogas to produce hot water or heat the digester. The rest of 220 sewage wastewater treatment plants either don't recover biogas produced from anaerobic digester or do not have anaerobic digesters on sites. About 36 MW of electrical potential can be recovered from the 220 sewage wastewater plants. Biogas to electricity potential is estimated from existing 220 sewage treatment plants. As shown from the chart below, except two medium sites (1000 kw <>

D. RESEARCH PLAN ON POTENTIAL DEVELOPMENT OF ANAEROBIC DIGESTION TECHNOLOGY

Nearer term opportunities

  • Conduct information outreach to educate California communities, policy makers and California AD industry on opportunities and benefits associated with AD development in California.
  • Conduct solicitation on AD development
  • Establish a forum to coordinate, plan and evaluate AD development
  • Help assist in technology development, environmental responsiveness and community oriented financing of AD projects
  • Encourage research activities on improving biogas yield and electricity conversion efficiency, and reducing cost of AD.
  • Encourage research activities on small-scale engine generator to fit the need of a typical size using AD technology.
Longer term opportunities
  • Encourage research activities on improving biogas yield and electricity conversion efficiency, and reducing cost of AD.
  • Encourage research activities on small-scale engine generator to fit the need of a typical size using AD technology.
  • Development of AD using advantaged technologies (i.e., high rate at high solid concentration, thermophilic temperature, advantaged digester design)
  • Encourage research activities on improving biogas yield and electricity conversion efficiency, and reducing cost of AD.

Biogas

Ron Shannon (Australia)

[Conference Day 1 @ 14:30 - Submitted Paper]

Introduction

There are a variety of gases useful as fuel. The three most commonly used world-wide are Liquified Petroleum Gas (LPG, propane, butane), Natural gas and Biogas. LPG is a mixture of volatile fractions from petroleum refining; principally propane, butane, propylene and butylene. This is often used as a substitute for petrol in motor vehicles because it is easily liquified, has a reasonably high fuel (or calorific) value and is readily available if you own an oil refinery. A product of oil recovery is Natural Gas which usually gushes to the surface from the oil well and is composed mainly of methane. This gas is a by-product of anaerobic decomposition of vegetable and organic matter and occurs naturally, too, as 'Marsh Gas' in swamps.

For small-scale production of fuel gas, the choice is definitely Biogas because of it's relative ease of production by anaerobic digestion of animal wastes and other organic matter. The active or main flammable component of Biogas is methane which has a little-recognised attribute; although it is in itself a notorious 'Greenhouse' gas, when used as fuel it is the kindest of all because it burns to minimal carbon dioxide and water. True, carbon dioxide is also a greenhouse gas but methane gives off only half as much for a given fuel value than most. Another advantage of methane is that unlike most other fuels, it does not give off poisonous carbon monoxide when burnt, so it is safer to use in the home than other gases for cooking and heating. Biogas can be used as a fuel for gas heating, steam generation or directly as a replacement fuel in internal combustion engines. Methane has a very slow flame-propagation speed of about 430 mm per second. This means that it burns with a 'whoosh' rather than a 'bang' so it makes a very mild-mannered, tractable fuel for internal combustion engines. For the technically minded, it has good anti-detonation properties (effectively a high octane rating) and can be used to power petrol engines or as 95% of the fuel for a diesel. Since a diesel lacks spark ignition the 5% of diesel fuel is needed to ignite the gas although there are spark ignition conversions available.

Unlike commercially available Natural Gas, Biogas contains a large proportion of carbon dioxide along with water vapour, some ammonia, some hydrogen sulphide and a few traces of other gases which are insignificant for practical purposes. Because of the hydrogen sulphide and the carbon dioxide, biogas needs to be preprocessed in an operation called 'scrubbing'. The main purpose of scrubbing is to remove as much as practicable of the corrosive gases which combine with the water vapour to form acids and hence corrode all metal parts of the gas system, and to get rid of the unburnable carbon dioxide that simply 'takes up space' for no useful return.

WARNING: Biogas forms an explosive mixture with air or oxygen. When there is unburnt Biogas in the air do not use naked flames or any spark-producing tools or devices! Gas concentrations of about 5% to 20% by volume in air can ignite.

Further to the above warning, normal hand tools such as spanners, pliers and screwdrivers can cause sparks when struck against steel or iron, even hob-nailed boots! Electric hand tools like electric drills, saws, etc normally produce sparks from the motor when running. Think carefully before under-taking work in a gas-contaminated atmosphere. Better still, wait for the gas to clear first before starting work or leave it to professionals.

CAUTION: methane can be narcotic in effect, leading to errors of judgement and reason. In high concentrations it can also asphyxiate or anaesthetise you. Be wary of gas; it can kill!

If you are in any doubt of your ability to handle working around gas producers, then don't! You only die once.

Having thoroughly frightened everyone into some semblance of caution, let me further warn that in some states (of Australia) it is only legal for a qualified gas fitter to work on gas installations.

Gas Production, Processing & Storage Methods

The production method we will discuss here is 'bio-digestion' which is an artificially maintained version of what goes on inside a cow. Normally this is done in a 'Digester' which is simply a large container of a size to supply the amount of gas you need. The gas is then 'scrubbed', stored, pressure regulated and piped to the appliance using it, such as the kitchen gas stove, hot water system or lounge-room gas heater.

The Digester

Digesters can be as varied as the wind from a mere plastic bag to a complex piece of engineered machinery. The necessary functions of a digester are:

  • To contain the 'charge' of water and solids.
  • To collect the gas for processing and storage
  • To regularly stir and mix the charge.
  • To accept new quantities of charge.
  • To keep the charge at operating temperature.
  • To provide a means to discharge the spent contents.
  • To allow access for repairs and maintenance.

These necessary functions can be varied in form depending on the basic type of digester; either 'batch' or 'continuous'. There are two 'flavours', as well; Mesophilic and Thermophilic which refer to the operating temperature ranges of particular bacterial types. Mesophilic digesters operate at around 'blood-heat' or 38°C, give or take 10°C, while the thermophilic types work at hot-water temperatures of around 60°C. Needless to say, the thermophilic digesters require extra heating which translates into extra running costs, while a mesophilic one will only need a little extra heating (for most Mediterranean climates). Thermophilic digesters have a place in industry, however, when the feedstock temperature has already been elevated by the industrial process, such as the hot water used for washing-down in abattoirs and fruit canneries.

A Batch Digester operates on a single charge until it is exhausted, producing gas via a scrubber to a storage device. At the end of the digestion cycle, the Batch Digester is emptied, cleaned, recharged and restarted for a new cycle then left until done. This cycle time may be as long as six weeks. Operating the batch digestion system requires that you have two or more digesters to be able to have a more or less continuous gas supply. Three is more practical. Batch digesters have the quality of predicability because once started they are not disturbed or interrupted.

On the other hand, Continuous-Feed Digesters have increments of charge added and subtracted on a daily basis to provide an ongoing replenishment of charge materials and water. It is obvious that the amounts withdrawn and replaced should be exactly the same or the digester may become either overloaded or underloaded. Knowledge of your feedstock, that with water makes up your digester charge, is vital. One daily increment that contains a bacteriacide will kill off the bacteria, necessitating a time and energy consuming cleanout of the entire digester system and a restart from 'scratch'. In the intervening two to three weeks there will be no gas production. Continuous-feed digester systems are less expensive to set up due to lower capital costs (you only need one digester, not several) but they do require close monitoring of feedstock solids. On the other hand, they are easier to automate due to their incremental nature.

What equipment is needed? You will need a large container with particular characteristics. It must not allow any metals but iron (steel), nickel and cadmium to come in contact with the digester contents or the bacteria will be poisoned and die. (Remember that steel water tanks are often galvanised with a coating of zinc which is highly toxic to the bacteria) Nickel and cadmium both aid methane production by some (probably) catalytic process although the exact mechanism is unknown and both metals can be a problem after digestion is finished since they are poisonous. The iron, too, can be a problem, but only because the hydrogen sulphide/sulphuric acid will corrode it if it is not protected by some acid-proof coating such as a bituminous paint or similar.

The digester must allow for the input of 'feedstock', the 'fuel' or 'food' for the bacteria to live on and convert to gas and, of course, for the removal of spent stock and detritus. The digester contents will have to be warmed up to the operating temperature range and preferably maintained near the optimum of 35°C for mesophilic systems. In cold climates this presupposes some form of insulation and in most climates a means of heating the feedstock and digester contents. In hotter temperate areas you may need to shade the digester in summer. The mesophilic bacteria will be killed after less than fifteen minutes at a temperature of 50°C or greater. If the heating fails, a digester will typically cool down at about 0.5°C to 1.0°C per day, depending on the prevailing 'shade' or ambient temperature of the location.

What does the well-fed digester feed upon? Typical solids consist of animal manures, vegetable scraps, food scraps, ground-up straw or grass and the odd dead rabbit, although this latter one will tend to block the pump. Ideally, all digester feed-stocks should be minced or ground up (chewed?) to a uniform size for best operation. This aspect is not absolutely vital to digestion but it will slightly increase gas production and it is vital for preventing pumps and plumbing becoming clogged. Total Solids contents over about 5.0% will cause pump problems and accelerated wear because of blockages and compaction.

Typical 'recipes' consist of about 2.0% to 12.0% of solids by weight with the rest being warm water. Above about 6%, gas quality may begin to degrade due to the digester contents becoming more 'acid' and this may require intervention to correct the pH level either by feeding back into the input side some of the spent charge or by direct chemical means such as limestone, etc. Below 2% will not provide sufficient substrate to support an active enough bacterial population and gas quantity per unit solids will decline. If pumps feature in your design, keep the Total Solids percentage down in the range of 2.0% to 4.5% and it will pay to eliminate all right angle bends from plumbing that carries the feedstock+water charge, too. If you are loading the digester directly by hand through a chute, Total Solids up to about 12% will provide greater gas production, albeit at lower quality, because there is more 'fuel' for the bacteria to feed upon but beware the 'acid stomach' syndrome!

Because the chemical reaction is to combine the carbon in the organic matter with the hydrogen from water to form methane, it follows that for the optimum gas production the ratios of the raw materials should be also be optimum. This is extremely difficult to quantify because the feedstock solids can be so variable. A handy 'rule-of-thumb' to determine feedstock efficacy is the carbon/nitrogen ratio. Bear in mind, however, that a straight chemical analysis will give a result that takes into account all the carbon and all the nitrogen. Not all may be in an available chemical form, though, so this will tend to give misleading results for the purpose of determining gas production capability. For instance, for wood shavings and straw, a lot of the carbon is bound up in lignin which normal digester bacteria cannot breakdown in any reasonable time. Those feedstocks that are 'light-on' for either carbon or nitrogen will tend to give more useless carbon dioxide in the final biogas output.

Carbon is the stuff of life and without it the bacteria will tend to die off whilst a shortage of nitrogen leaves them without the means of building new cell structures to replicate their replacements. The net result is that a shortage of nitrogen results in ammonia being produced, while lack of carbon slows down the process of gas production. This is why low-carbon feedstocks require a longer 'retention time' in the digester. According to Fry, 1973 (Methane Digesters for Fuel Gas & Fertilisers), the lack of nitrogen results in an effluent sludge lacking in fertiliser capability compared to other effluents. For information, the effluent sludge from a properly operated digester loses none of it's fertiliser efficacy to the gas production process.

The solids may be of any organic matter although once the types of matter have been decided upon, the same types should continue to be used as feed-stock. The reason for this is to allow for the many different types of bacteria that take part in the process. Each type of 'fuel' in the charge will (usually) need specialised bacteria to break it down. In changing the feed-stock types, you may have to wait for the correct bacterial population to establish and stabilise itself, as during start-up and, in the meantime, carbon dioxide flourishes at the expense of methane production. (indigestion?). Obviously you should avoid getting any bactericidal substances into the system such as Anti-biotics, Dettol, Pine-o-clean and others or the digestion may stop, as will the gas. The faeces from some commercial piggeries are badly contaminated by excreted, excess anti-biotics. Don't use these. Other pig manures are excellent, producing by far the best quality gas. (ie. percentage of methane)

Successful charge solids for digesters have been:

  • Green vegetable matter, including weeds and grass
  • Animal manures, the best of which is from pigs; the worst, cows except as noted above.
  • Stable refuse (ie straw, manure and spilt feed)
  • Sewerage effluent
  • Wash water wastes and by-product wastes from abattoirs & food processing
  • Fruit cannery wastes
  • Flour mill wastes
  • Sugar mill bagasse and liquors

Storage

To store the gas you will need a 'gasometer' or a compressor and some gas bottles. The compressed form of the gas is not as compact as would be the liquid, but is marginally useable for local vehicular travel. The liquified form would be ideal for vehicles, but to liquefy methane requires a considerable energy expenditure of about 20% to 33% of production, depending on operational scale, and needs expensive cryogenic equipment. The cost of the gas-filling and compressing equipment for compressed gas handling is not cheap, either, and requires a licence to operate in most Shires in Australia. The gasometer route is the one to take for most home use scenarios. It won't allow you to use it in your car, but it can be used for small stationary engines for various purposes such as pumping water, driving fixed machinery or generating electricity.

What is a gasometer? A gasometer is simply a variable-volume storage tank for gas, normally at a fairly low pressure suitable for the appliances that use it. A fixed dimension container for gas suffers from a problem when delivering it's gas to the user site in that the pressure will vary from quite high when the container is full, to quite low when it is nearly empty. A gasometer combines the functions of storage, over-pressure safety valve and pressure regulation in one structure - an ideal permaculture device! This is achieved by having one gas-tight tank float upside-down in another tank of water with the gas being stored beneath the floating tank. As more gas is produced, it is stored in the gasometer and the floating tank rises to accommodate the increased volume. Conversely, as gas is consumed, the floating tank floats lower. In this way, the gas pressure is kept constant at a pressure determined by the weight of the floating tank no matter what the volume of the stored gas.

The safety function of the floating tank system works like this: if the gas volume produced is too much, the floating tank lifts up until the bottom edge is clear of the water and the excess simply blows out from under the lower lip to release over-pressure conditions and then allowing the floating tank to settle back down again in the water. A bit like a monstrous mechanical burp when it happens. It's fairly obvious that the two functions of digester and gasometer can be combined in the one device by having the floating tank float in the (mainly liquid) digester contents. This represents a substantial savings in construction costs but it does mean that the floating tank will have to be acid-proofed both inside and out since both surfaces come into contact with the (mildly) corrosive digester contents. The disadvantage of the floating tank gasometer system is that it wont shut off the supply at low pressures. For that safety feature you will need a supply pressure regulator of the spring-loaded diaphragm type plumbed into the gas supply-line before the appliances and after the gasometer.

Typical Basic Gasometer

Typical basic gasometer

Basic Gasometer modified for use as a Digester

Basic Gasometer modified for use as a Digester

Note the increasing taper on the inlet chute and diverging taper on the effluent chute. This is necessary to prevent clogging. An auger might be fitted to the effluent chute to ease removal of the spent solids. This auger may be hand operated.

Regulation of the supply pressure is critical for safety and must be reliable. What is supply pressure? Pressure is the force that causes fluids to flow from one place to another. ie down a pipe. If the supply pressure was not fairly even, then sometimes your gas stove would burn fiercely while at other times it would hardly burn at all. These two states correspond to high and low supply pressures respectively. In the worst cases, the gas flame could blow itself out, filling the house with gas or it might not light at all, again filling the house with gas but more slowly.

It is a good idea to use properly designed regulators. A regulator is a device which connects into the supply line between the source (the storage device) and the destination (the gas burning device). The regulator can accept a widely varying inlet gas pressure and smooth it out to a very constant pressure at the outlet. If the outlet pressure should exceed the inlet pressure (ie you are nearly out of gas) then the regulator will shut down the supply for safety's sake. Commercially available line pressure regulators are also designed to "fail safe" (ie shut off the gas if they, themselves, break).

Scrubbing

Scrubbing is the operation that removes unwanted compounds from the biogas before it is used. Usually these compounds are those that will cause us some grief in some way. The main culprit to be scrubbed will be Hydrogen Sulphide, or 'Rotten Egg' gas, because this will combine with the moisture in the biogas to form sulphurous acids and these can corrode almost anything. The way to get rid of it is to give it something to corrode that you don't want; like some steel wool, for instance, in a wide-necked bottle or flagon. It must be of clear glass with the gas inlet pipe running down to the bottom of the container and an outlet pipe coming away near the top. Of course, the whole thing needs to be gas-tight. As you use the gas, the steel wool will corrode from the bottom upwards taking up the hydrogen sulphide by conversion to black iron sulphide which can later be reused after being oxidised to rust (ferric oxide) by exposure to air, although the process is slower than the initial scrubbing one was. When the black corrosion reaches 75% of the height of the container, or so, it's time to change the steel wool or ferric oxide for fresh, sacrificial stuff. It's probably better to run two or more similar bottles or containers connected one after the other to give some flexibility by providing some 'back-up' scrubbing capability if you are away for a period.

Home-made scrubber

To get rid of the Carbon Dioxide (CO2) requires that the digester biogas be diffused through a water (or lime-water) spray tower. This action dissolves the CO2 in the water which is then collected at the bottom of that tower and then sprayed down a second column to release the carbon dioxide gas from the water which is then vented to atmosphere, preferably via your greenhouse to give the plants a boost. The water is then recycled back to pick up another load of carbon dioxide.

It is not absolutely necessary to eliminate Carbon Dioxide from the methane, but CO2 has no intrinsic fuel value and can complicate the jet and air settings of user appliances. The reason is that CO2 percentage can vary considerably from week to week of normal operation, particularly where differing feedstock constituents are used from time to time. This can vary appliance performance from 'not at all' to 'explosive', neither of which is desirable.

Carbon Dioxide Scrubber

Carbon Dioxide Scrubber

In the situation where digester output quality is fairly consistent, CO2 scrubbing may be dispensed with and the appropriate flow settings of user appliances adjusted to suit the overall lower fuel value of the combined CO2/Methane mix. Care will have to be taken to maintain that exact CO2/Methane balance in future, however. The only exception to this I can think of is where the digester gas is used exclusively as fuel for a methane fuel cell (electrical generator) system. These systems can be made relatively tolerant of quality-variability in fuels.

The scrubber system needs to allow a fairly free flow of gas to minimise pressure losses in the gas system since the operating pressures are so low to start with that little reduction can be tolerated before the whole thing stops flowing. Typical system pressures are around 0.5 Kp to 2.0 Kp. Since appliances usually operate at around 0.6 to 0.7 Kp, there's not much room to manoeuvre. In a system requiring Carbon Dioxide scrubbing, the low-pressure route will not work well. Instead, a series of pumps or a multi-stage pump/compressor is needed to pressurise the carbon dioxide scrubbing operation and for later methane compression for storage in high-pressure steel bottles. This more expensive storage method is usually only needed for use with vehicles to allow sufficient useful fuel to be stored or carried conveniently. A cubic metre of methane is roughly equivalent to a gallon, or 4.5 litres, of petrol, so more than one large gas bottle will be needed for a vehicle to have much range, even when compressed to twelve atmospheres.

Starting Up The Digester

Starting up is a process requiring patience. To get a digester going can be a problem initially although it's not unusual to get one started by simply adding feedstock at the calculated feed-rate, provided the water is warm enough. Because it can take up to several weeks for a digester to stabilise, they often need a little nursing along at first. The correct bacteria are normally already present on the feed-stock as you prepare it and time is needed to build up bacterial population numbers to full production levels, as well as to stabilise the digester pH, or 'acid balance'. The way to determine if the process is under way is to monitor gas production by means of a tube from the top of the digester to a clear bottle of water. Once a stable and continuous stream of bubbles coming from the monitor tube can be observed in the water bottle, you can assume gas production is working. It might be an idea to discard the first two weeks worth, though, because the first two weeks or so tend to produce more carbon dioxide than methane until the pH balances out at about 7.5 to 8.5.

Remember the explosive nature of methane when mixed with air!

Be absolutely satisfied that all remaining air has been purged from the gasometer storage space before you connect up the gas outlet pipe to it. In the case of the combined Digester/Gasometer, make certain that the floating gasometer tank is completely 'sunk' in the digester liquid before start-up commences to exclude all air from the storage space.

If nothing appears to be happening after a week or so, obtain the rumen (stomach) contents of a freshly killed cow and add that to the digester feedstock. This will give the kick-start it needs, assuming all else is in order. The contents should be at a temperature above 25°C and preferably around 35°C. Don't initially overload the digester. Begin adding feedstock on a daily schedule at the calculated feed rate for the system which will depend on the digester size and gas production rate. Some authorities even recommend starting off at half the calculated feed rate until gas production rate stabilises then gradually increasing to the full rate over a period of two to three weeks. At low temperatures, excessive feed rates at start-up can cause an inhibiting scum to form on the surface of the digester contents, stifling gas production.

Operation

Feeding the digester is a matter of grinding up the feedstock to a suitable size with a chaff-cutter, an old industrial mincer or a garden shredder, mixing it with the right proportion of preferably warm water and putting it in. You must then take out an equivalent volume of spent stock from the discharge port at the bottom of the digester. That's it! It wont matter if you sometimes miss a day, either, unless it becomes a regular thing. A missed feed wont substantially affect gas production much, if at all.

Keep an eye on the scrubber to ensure that the sacrificial material is still intact and sufficient for the purpose. Replace and rejuvenate as required.

Maintaining biogas digesters consists mainly of regular cleaning and the inspection for, and replacement of, corroded metal fittings and components. Digesters operate in a warm moist environment. This is a recipe for corrosion in any one of several ways, so bear in mind that the vapour drawn off as 'Biogas' contains conspicuous amounts of corrosive sulphurous and carbonic acids with traces of various other corrosive gases

Design

Ensure there are no copper or brass fittings inside the digester tank. Most metals except iron, nickel and cadmium will poison-off the bacteria.

Heating & Cooling

Heating is probably most easily provided by solar warmth in most Mediterranean climates and this is accomplished by wrapping twenty to thirty turns of 19mm black "poly" pipe, as used in trickle irrigation systems, around the outside of the steel tank used for a digester and coupling this to about the same length of 13mm poly pipe used as a solar collector. Wrap some form of thermal insulation over the outside of the digester and the 19mm heater pipe. To arrange the 13mm pipe, simply loosen the coils and spread them out on the ground or preferably on a support to keep the pipe clear of the ground by about 300 - 500mm. In either case, the 13mm pipe needs to be lower than the bottom-most coil of the 19mm pipe on the digester so as to allow for convection siphoning of the warming water from the 13mm solar collector coils to the 19mm warming coils. This should not be too hard to organise since the bottom of the tank will be mounted clear of the ground to allow gravity drainage of spent charge from the discharge cock. If it is not, then a pump may be required to circulate the warming water.

Another possible source of warmth would be an aerobic compost as this just happens to operate at the correct temperature for optimum mesophilic digester function at 37°C. This is also the optimum operating temperature of liquid piston fluid pumps, too. There's scope for a long-lasting and successful marriage of technologies in this information.

Problems may arise from the formation of a gas-tight blanket of sludge on top of the digester contents. This will inhibit gas production and will have to be broken up. How this is accomplished will depend on the feed-stocks used to form the slurry or charge in the digester. For the most recalcitrant blankets, mechanical stirrers will be needed because the upper surface of the blanket gets a tacky, dry 'skin' of dead bacteria which only a paddle can break up. This type of blanket is mainly a problem where stable wastes and animal bedding materials are used. Such things as feathers, hairs, straw and feed grains will float to the surface forming an interwoven matrix on which an impervious layer of other components can settle.

Sometimes a fairly light, flocculent layer will blanket the surface, especially where animal manures are the predominant feed-stock component. This kind of blanket, while causing much the same problems, is easily broken up by a stream of bubbles formed by pumping in the collected biogas or by an up-welling of slurry formed by pumping the slurry around. This latter idea also ensures an even temperature and bacterial distribution, which is desirable for optimum gas production and may be necessary in a Mediterranean winter if the warming coils are wrapped around the outside of the digester. This form of heating causes another nuisance, too, and that is the formation of deposits of bacteria killed by the locally elevated temperatures on the inside of the digester tank wall adjacent to the warming coils. These deposits lower the efficiency of the heat transfer from the outside to the slurry inside but pumping the nutrient liquid or slurry around the tank will help to dislodge the bacteria and spread them through the slurry for more active operation. This only becomes a major problem when the temperature of the warming fluid is above about 43°C, or so, but will also be influenced by feedstock types.

If you want to get real fancy, you can utilise an external 'heat-exchanger' mechanism and slurry-pump to more or less continuously move the sludge from the digester through the heater and back again. This provides ease of access for maintenance of those parts most easily blocked-up in normal operation but is also asking for trouble because of the necessary bends in the plumbing and restrictive flow in the heat exchanger. The digester then can go back to being a simple tank with no interior mechanisms. This is a boon in the event of a break-down because the charge and gas wont have to be emptied (usually) since the trouble-prone areas are all external to the tank. This idea is energy-intensive, however, and the maintenance costs of providing repairs and motive power for the pump need to be taken into account as well as the extra installation costs for the plumbing, pump, etc.. All in all, keep it 'bog-simple' for reliability's sake, even if you have to sacrifice a little efficiency here and there. After all, isn't this supposed to be so that you can lead the easy life? Why make it difficult for yourself?

How much gas will you need? This will depend on your gas appliances and how often you use them, but the heaviest consumer of gas will be space heating followed by water heating, followed by gas fridges and finally the gas stove. Gas barbeques get through a lot, too, but they are not often used. A very small gas space heater, say of 26 MegaJoule rating, will consume about 1.0 m3 for each Hour of operation. For, say, two hours in the morning and six hours at night that's 8Hrs ´ 1.0m3 = 8.0m3 of gas each day! This would require a 24 to 30 m3 digester (4800 - 6000 gallons) volume. If you add in a gas stove (~0.5), a gas fridge (~2.0), a gas freezer (~2.5) and hot water booster (~3.0) your total maximum gas 'draw' would be about 16 m3 per day. The need for machinery to handle the daily required feedstock input (48 Kg of hen manure) is getting very close and this is getting to be a very expensive and capital intensive installation, not to mention the labour involved. The size and the cost could be halved by not using the gas heater.

Typical Consumption Figures - Domestic Appliances

Approximate Consumption in m3/Hour
Appliance Biogas Natural Gas LPG
Stove-top Burner (9Mj) 0.5 0.25 0.1
Oven (8.5 - 10Mj) 0.40 - 0.60 0.20 - 0.30 0.08 - 0.12
Small, two-panel heater (11Mj) 0.55 0.30 0.11
Large, flued heater (44Mj) 2.20 1.10 0.44

Terminology

The "m3" means 'cubic metres' of volume which directly translates to 1000 litres (of water), or 220 gallons Imperial.

'Mj' is the abbreviation for "MegaJoule" (millions of Joules), a measurement unit for heat energy. Hence a '44 Mj' heater gives out 44 MegaJoules of heat per hour. A 22 Mj heater is sufficient for a small Australian house.

'Total Solids' is the term describing the non-liquid portion of the feedstock recipe. For instance, a 5.6% Total Solids brew of hen manure contains 5.6% of hen manure and 94.4% of water by weight. Bear in mind that hen manure may not necessarily be dead dry in itself. This extra moisture content will have to be taken into account to get the recipe exact. In practice, it doesn't matter much, so long as the pump can cope without blocking up.

'Turn-over' time, sometimes known as 'retention time', is the time required for a complete change-over of solids content in a continuous feed Digester.

'Convection Siphon' is that flow of a liquid caused by the tendency of the hotter portion of a liquid to rise and the colder portion to sink in a closed system or container.

'Slurry' refers to a runny mixture of liquid and finely chopped-up solids. It can be pumped like (thick) water.

'Feedstock' is the particular type of solids used to make up the slurry along with water.

'Charge' is the slurry mixture of solids and water used in the digester to produce gas.

Figuring It Out

The chemistry of methane production is very simple; carbon combines with the hydrogen in the water to produce methane (CH4) while the left-over oxygen combines with the rest of the available carbon to form carbon dioxide. Note the word "available". For useful calculations in the real world, carbon may be present but not be available for the chemical reaction because it is 'locked up' in materials such as lignin in wood or straw. Lignin takes a long time to break down chemically; much longer than the normal digestion time of mesophilic bacterial systems. Why is this important? Because the amount of methane gas produced per unit weight of solids will depend on the amount of available carbon (and hydrogen, too)

If we are producing 0.5 m3 of gas per day from a 5.6% Total Solids brew of hen manure, we will need to add an extra 1.5 Kg of manure mixed with 30 litres of warm water per day to maintain gas production at our chosen rate (0.5 m3). If we allow about one third of the digester volume for gas collection, then our digester will have to be about 1.5 cubic metres in total volume. (0.5 m3 of gas = 1/3 of volume so total volume is 0.5 ´ 3 = 1.5m3). Now, each daily charge increment added is 30 litres and two thirds of our digester's 1.5m3 is liquid feedstock which is 1.0m3 (= 1000 litres). In the liquid volume of the digester we will have 1000 ¸ 30 = 33.3 days turn-over time. This sounds about right and produces up to 0.60m3 of gas per day in a 1500l (330 gallon) tank from 1.5Kg of hen manure which is about enough for one burner of the average Australian gas stove to burn for an hour. This does not mean we are limited to 0.60m3 of gas per day for this sized tank provided that we can store the excess over and above this amount, can keep the digester from 'going acid' , keep the pumps (if any) running and prevent the formation of, or remove, any gas-suffocating surface blanket.

A timely warning: for any human engineered adaptation of natural processes, remember that natural processes have their own, in-built time-tables and capabilities. If you try to push these processes beyond their normal operating parameters they will baulk, hence the need to break up surface blankets, to unblock pumps, etc. If you are prepared to put up with these inconveniences, you might get away with 'stretching the envelope' but your system will be trouble-prone, unreliable and probably short-lived. On the other hand, if you allow these natural processes their natural progression, your system will be 'low stress', low maintenance and trouble-free. Who would want to have it any other way?

Returning to our hypothetical digester giving 0.60m3 of gas per day from a volume of 1.5m3, it may be easily deduced that this is the limiting size, in a natural world, for this digester recipe. A larger volume digester will be required to process more solids than 1.5 Kg each day without trouble. Use the hypothetical 1.50m3 digester as a model and scale up from this to give the size of digester you must have for the gas amounts you need. In other words, should your needs amount to 6.0m3 of gas per day, make your digester ten times larger than our model one. Our model gave 0.60m3 of gas per day for a total volume of 1.5m3, your digester will need to be 10 ´ 1.50 = 15.0m3 in volume to give you your 6.0m3 of gas per day. It will also need, daily, 15 Kg of hen manure to provide this amount of gas, along with ten times the water, too. OK, so you know the volume, but what ratio of height to width is best? The Greeks figured this one out four to five thousand years ago; it's the so-called Golden Ratio of 1.6 : 1.0 for width to height. You don't have to be exact, but get as close as practicality will allow. ie. 1.2 : 1 to 2.0 : 1 would be the limits I would use.

How Much Feed-Stock?

The amount of gas increases with digester temperature, with retention time (up to a point) and with the percentage of total solids in the slurry. Typically, for 25°C to 44°C, 0.25 to 0.40 m3 of gas for each Kilogram of solids. Retention times approach the point of diminishing returns at around 32 to 35 days for a well-run mesophilic system. After 42 days there's virtually no gas to be had in the solids, in most cases. For Total Solids below 2% & over 6% the amount of methane will decrease. At the low end because there is insufficient 'substrate' or solids to build up an active bacterial population and at the high end because the digester slurry begins to tend towards an acid condition which increases the percentage of carbon dioxide and ammonia in the gas mixture at the expense of the methane, the active ingredient we are seeking to generate. In either case, daily methane production suffers compared to other slurry recipes in the middle of the recommended range (about 3.5 - 4.0 % Total Solids).

Pig manure is slightly different in recipe and retention times to other solids. See the recipe section below.

What Recipe?

The Chook Recipe: 1.5 Kg (about 45 chooks worth/day) of fresh, runny hen manure plus 30 L of water to give a Total Solids of 5.0%. This will be difficult to pump. Gas production will be about 0.35 to 0.40 m3 of gas per Kg of Total Solids for a digester turn-over time of about 32 Days. About 0.014 m3 of gas per chook per day, maximum.

Cow Manure: Bulls - 0.25 m3 of gas per Kg solids (2.0% - 4.5%), Dairy Cows - 0.15 m3 of gas per Kg (Straw mixed into the cow brew decreases gas production.)

The Pig Recipe (faeces from pigs injected with Antibiotics kills the digester bacteria): for a 2% Total Solids slurry at 35°C, gas = 0.3m3/Kg at a 10-day digester turnover rate.

From straw, alone: using oaten straw @ 35°C digester temp, 1 Kg produced 0.40 m3; wheat straw, chopped produced 0.40m3/Kg; ground-up produced 0.55m3/Kg.

From dried kelp: up to 0.40m3/Kg.

Turnover = 36days (approx) in all cases except for pigs @ 10 days.

Compressed Storage

Compressed methane storage appears to be the most appropriate for farm use if the gas is to be used for vehicles. This will require a gas compressor, storage bottles, safety storage buildings and safety areas plus a scrubber to remove unwanted gas impurities. Regular inspections by qualified gas-fitters are required by law and gas bottles and other equipment have a defined life-span. For a given-sized gas bottle, methane will provide about half the 'mileage' of the same bottle filled with LPG due to the compression limits on methane. All that aside, though, methane is, by a country mile, the best fuel for any internal combustion engine given it's fewer 'greenhouse' emissions and slow flame-propagation rate. This latter one results in vastly extended engine life and reliability due to lower operating stresses and fewer corrosive exhaust gases. Cold-start wear is reduced since gas will not flush the lubricating oil off the cylinder walls like liquid petrol will on a cold morning. This further extends engine life.

Liquid Storage

For liquid storage of methane, refrigerate it to -178°C (!) For anything other than the high-tech. approach, liquid methane storage is impractical. It is the most compact form of storage, though.

Bibliography

1. Hobson, P.N., Bousfield, S., Summers, R., (1981) Applied Science Publishers Ltd., Essex, England.
2. Spargo, Raymond F., (1981) Australian Methane Gas Research, Tomerong, N.S.W., Australia 2540
3. Fry, L. John, (1973) Methane Digesters for Fuel Gas and Fertilizer. Privately published.