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Sunday, September 14, 2008

ITS A BIO GAS PLANT FROM SOLID WASTE

----- Original Message -----
Sent: Sunday, September 14, 2008 2:42 PM
Subject: ITS A GAS BIO GAS


San Antonio in the United States could become the first city to draw all its energy requirements from methane gas generated from the city's water treatment system through recycling 14,000 tonnes of biosolids in sewage annually. The methane source includes human waste that, if left untreated and unutilised, would only pollute soil and water.

Treating bio-waste, however, could generate an average of 1.5 million cubic feet of gas a day - enough to fill 1,250 tanker trucks daily - according to the system's chief operating officer. A by-product of human and organic waste, methane is the chief component of natural gas that can fuel generators, power plants and furnaces.

Closer home, gobar gas - natural gas obtained from methane released by cattle waste - as a green alternative to diesel and other fossil fuels has been taken up seriously, particularly in rural households. However, a lack of adequate hygiene is a constraint because the gas formation - in the large containers filled with gobar - makes the drum's lid rise, and there is spillage all around the plant. So, in India gobar gas plants are fertile breeding grounds for mosquitoes and other pests. But this is not an insurmountable problem. Gobar gas plants could be expanded and diversified to include energy extraction from all kinds of biomass and the gas so produced could fuel power stations - as San Antonio proposes to do - and with improved sanitation, the experiment could yield good results for several Indian cities.

As a renewable resource, biomass - either from plants, agriculture and forestry residues, animal or human waste - is biodegradable and so is far more eco-friendly than petroleum-derived fuels. And they are relatively easier to source and process, unlike the sophisticated instruments and know-how required to extract oil or refine coal. Ethanol derived from biofuels has a very high octane rating. It might deliver less energy than gasoline, but by blending about 10 per cent ethanol and petrol or diesel together, a feasible balance is achieved with no perceptible effect on fuel economy.

America's space agency NASA is sponsoring a joint project to turn human waste into a power source for spaceships using a process that could also produce other chemicals that can be used on board. Instead of turning up our noses at the idea of recycling human waste and other biosolids in sewage, it would be worthwhile to explore fully and exploit the immense potential hidden in what we routinely regard as being useless.

Saturday, September 13, 2008

biogas from sewage

Processing sewage sludge is becoming ever faster as scientists optimise the digestion stages. Now German engineers have developed a high-rate processing plant that generates biogas from sewage in under five days.
The Fraunhofer Institute for Interfacial Engineering and Biotechnology has been testing its new digestion process in Heidelberg's municipal sewage plant for the past year. Engineers are delighted by the speed and efficiency of the new procedure, with biogas being produced in five days compared with typical processing times of 20 to 30 days. The digestor also operates at a much smaller volume of four litres compared with the usual 60 litres.

"We have combined an excellent biological process with excellent biochemical engineering," Professor Walter Trösch from the Fraunhofer Institute told edie. "Of the electricity generated from the biogas produced, only a third is used in the process, leaving two-thirds to be sold to the grid or diverted to other areas of the plant." Thus the city of Heidelberg runs off its own sewage.

The new method has the added advantage of reducing the organic content of sewage by 50 to 60% compared with an average 40% in normal decomposition, resulting in fewer residues to dispose of. But although some processing plants could be updated to incorporate the new procedure, for older plants in Germany the cost of conversion is too high. "Old-fashioned plants would need to be re-built, so their conversion is not yet possible," says Professor Trösch.
source:

http://www.edie.net/news/news_story.asp?id=5936

Adapting UASB technology for sewage treatment


Adapting UASB technology for sewage treatment in Palestine and Jordan [research article]


March 3, 2008 · No Comments


High rate anaerobic technologies offer cost-effective solutions for "sewage" treatment in the temperate climate of Palestine and Jordan. However, local sewage characteristics demand amendments to the conventional UASB [upflow anaerobic sludge blanket] reactor design. A solution is found in a parallel operating digester unit that stabilises incoming solids and enriches the UASB sludge bed with methanogenic activity. The digester operational conditions were assessed by operating eight CSTRs [continuous stirred tank reactors] fed with primary sludge. The results showed a high degree of sludge stabilization in the parallel digesters at SRTs [ solids retention times] 10 and 15 days at process temperatures of 35 and 25°C, respectively. The technical feasibility of the UASB-digester combination was demonstrated by continuous flow pilot-scale experiments. A pilot UASB reactor was operated for 81 days at 6 hours HRT [hydraulic retention time] and 15°C and was fed with raw domestic sewage. This period was subsequently followed by an 83 day operation period incorporating a parallel digester unit, which was operated at 35°C. The UASB-digester combination achieved removal efficiencies of total, suspended, colloidal and dissolved CODs of respectively 66, 87, 44 and 30%. Preliminary model calculations indicated that a total reactor volume of the UASB-digester system corresponding to 8.6 hours HRT might suffice for sewage treatment in Palestine. [author abstract]
Source article:  Mahmoud, N., Zeeman, G. and  Lier, J.B. van (2008). Adapting UASB technology for sewage treatment in Palestine and Jordan. Water science & technology—WST  ; vol. 57, no. 3 ; p 361–366. doi:10.2166/wst.2008.100
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