Certifications of Total-Linear and
Linear Test Recyclers
under
Santilli US Patents numbers
6,673,322; 6,663,752; 6,540,966; and 6,183,604
International Patents Pending
USMagneFuels, Inc.
35246 US 19 No. # 215
Palm Harbor, FL 34684, U.S.A.
Tel. +1-727-934 3448, Fax +1-727-934 6260
,
The understanding of this document requires a technical knowledge of the Magnegas technology as available in the web site
As well as a copy of the OPERATING MANUAL OF TEST RECYCLER that can be released only following the signature of a Confidentiality Agreement
CERTIFICATION FOR TOTAL MAGNEGAS RECYCLERS
Total Magnegas Recyclers provide the complete elimination of contaminated liquid wastes and their conversion to magnegas, usable heat and carbonaceous precipitates.
In particular, Total Magnegas Recyclers release no solid, liquid, gaseous, odor or sonic pollution.
Consequently, the sole certification needed is for MAGNEGAS EXHAUST, since environmental restricted do not exist on fuels per se but for their exhaust; heat does not need environmental approval, and the carbonaceous precipitates are generally reused to produce electrodes.
When produced according to the specifications of the Operating Manual, Magnegas combustion exhaust surpasses all environmental requirements without catalytic converter or other treatment, as per certification by an EPA Accredited automotive laboratory reproduced below.
Summary for the certification of magnegas exhaust
A detailed presentation of the above certification, including copy of the final statement signed by the laboratory director, is available in the web site for details).
CERTIFICATION OF RECYCLING FARM MANURE
Total-Linear Magnegas Recyclers process heavy farm manure with up to 50% biocontaminants by releasing: I) the clean burning magnegas whose certification is provided above; II) A large amount of heat that does not require certification; III) large amount of coal that burns much cleaner than conventional coal because impregnated with magnegas, thus requiring no certification; and IV) A final completely sterile and filtered liquid that qualifies for “liquid fertilizer” for organic products, which later product does indeed need EPA approval.
We here report the latest chemical analyses conducted on farm sludge (or manure) following treatment with a Total-Linear Magnegas Recycler.
For these tests we collected from a Florida source l100 gallons (380 liters) of heavy farm sludge with about 50% total. The entire volume was then processed raw in the Total-:Linear Mode via the use of only one Miller Dimension 1000 operated at 40 Kw for a total of 90 minutes.
Samples of the raw sludge were taken and samples of the treated sludge were taken at 10 minutes interval. All samples were sent under custody to SOUTHERN ANALYTICAL LABORATORY, of Oldsmar, Florida.
The results of the chemical analysis were signed by FRANCIS I. DANIELS, Laboratory director. These results are summarized below and some of the original certificates are reproduced in a subsequent figures.
SOUTHERN ANALYTICAL LABORATORY
Oldsmar, Florida
Date 01/10/06
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Sample description: raw sludge 0 time
BOD (5 days @ 20 C) 3,700 mg/l
TSS 11,700 mg/l
Fecal coliform 100 ml 560,000 MPN
Total coliform per 100 ml 24,000,000 MPN
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Sample description: raw sludge 40 minutes
BOD (5 days @ 20 C) 880 mg/l
TSS 11,600 mg/l
Fecal coliform 100 ml 11,000 MPN
Total coliform per 100 ml 240,000 MPN
********************************************
Sample description: raw sludge 80 minutes
BOD (5 days @ 20 C) 1,700 mg/l
TSS 12,600 mg/l
Fecal coliform 100 ml 2 U
Total coliform per 100 ml 100 U*
NOTES
1)U and U* denote that the analytic was undetected.
2)The data establish that 100 g (380 liters) of raw sewage with 50% biocontaminants were completely sterilized and processed in 80 minutes when using 40 Kw. By keeping in mind that efficiency increases nonlinearly with the increase of power, these data establish that the same results for the same liquid with 50% contaminants in the same volume of 100 G (380 L), when processed with 100 Kw, can be treated in about 30 minutes, thus yielding the recycling in batches per hour of a total of 200 g (760 L) of heavy sludge at 50 % contaminants
3)When processing farm sludge with less than 50% contaminants the volume of sludge processed per hour evidently increases.
4) It should be noted that the treated sludge WAS NOT processed through centrifuges or other filtering means. This illustrates the reason why TTS data (total solids in suspension) do not change appreciable in the transition from raw to treated sludge. Needless to say, the removal of TTS is today guaranteed by numerous separation equipment, such as Decanter Centrifuge.
5)Under no condition the above tests should be applied to other sludges or manure due to too many possible variations. In any case, the EPA cannot grant any approval unless the actual equipment is inspected in location while operating with the actual liquid to be processed
CERTIFICATION OF PROCESSING SEWAGE WITH LINEAR RECYCLERS
The processing via Linear Recyclers of city, farm or ship sewage with up to 3% biocontaminants releases: 1) The clean burning magnegas whose certification has been provided above; 2) Clean burning coal impregnated with magnegas that needs no certification; and 3) Final, totally sterilized, filtered and , processed effluent waters, that do require chemical analyses for EPA approval.
We here summary specific tests additionally done by USMagneFuels via the processing of several hundred of gallons (thousands of liters) of sewage from the local city of New Port Richey.
Samples were taken of the raw sewage, and samples were additional taken of treated sewage from several ports including samples after p[assign through the final UV of the Linear station.
Following due custody, all samples were delivered to DNL LABORATORY SERVICES OF TAMPA, FLORIDA, all chemical analyses were signed by JAMES W. HAYES, Laboratory Manager, and the main results can be summarized As follows:
NKL LABORATRORY SERVICES
Tampa, Florida
Date February 16, 2006
RAW SEWAGE
CBOD 102 mg / l
TSS 240 mg / l
NITROGEN 0.31 mg / l
FECAL COLONIES 100 ml 30,000
TOTAL PHOSPHORUS 1.62 mg / l
TREATED SEWAGE AFTER UV STATION
CBOD 15.8 mg / l
TSS 23 mg / l
NITROGEN 1.58 mg / l
FECAL COLONIES 100 ml 100 U
TOTAL PHOSPHORUS 0.02 U mg / l
NOTES
1)A Vortex equipment was used in the above tests rather than a centrifuge and this explains the lack of complete elimination of TSS (total solids in suspension). In fact, current separation equipment industrially available in various country provide the elimination of TSS down to any EPA requirement.
2)The increase in nitrate illustrates the conversion into a usable form of some of the original contaminants in solution. Consequently, the final effluent water are excellent for irrigation. In the event local EPA authorities requires that nitrates have to be reduced, numerous depuration equipment are available to meet any such requests.
3)Note the complete elimination of any bacteriological activity as first guaranteed from the passage of sewage through the plasma of the electric arc and then assured by the final UV station;
4)Note additionally the virtually complete elimination of phosphorus.
5)Under no condition the above chemical analyses should be assumed to be valid for other forms of city, farm or ship sewage due to large variations in content from location to location, as well additional variations in result due to different Linear Recyclers.
Explanatory notes to the chemical analyses
Carbonaceous Biochemical Oxygen Demand (CBOD)
Organic material is a major pollutant in sewage. The commonest measure of the organic content of sewage is the Carbonaceous Biochemical Oxygen Demand (CBOD). CBOD is a measure of the oxygen required to degrade organic compounds in the flow of wastewater. It is called ‘Biochemical Oxygen Demand’ because bacteria in the water provide the primary catalysts for the conversion of organic materials and the consumption of oxygen in the water. A high CBOD level in natural water causes a fall in dissolved oxygen (DO) concentration, which often kills aquatic life.
Total Suspended Solids (TSS)
A high level of suspended solids can damage bottom-dwelling life-forms and causes anaerobic conditions on the bottoms of lakes, rivers and seas due to the breakdown of the solids.
Nutrients
An excess of the nutrients nitrogen and phosphorus may cause eutrophication in natural waters. Eutrophication begins with algal blooms, followed by high BOD levels (when the algae die) and low DO concentrations.
Eutrophication is the ageing process of a body of water in which organic material accumulates and slowly replaces oxygen so that, eventually, it fills in and becomes dry land. In recent years, this process has been accelerated by plant or algae growth in many bodies of water, encouraged by environmental pollution from such sources as detergents containing phosphorus, the leaching of fertilizers, sewage and toxic dumping, and heated water from the cooling systems of power plants and other industries. (Source: Mintzer, 1992).
Coliform
Coliform is a family of bacteria common in soils, plants and animals. The coliform family is made up of several groups, one of which is the faecal coliform group, which is found in the intestinal tracts of warm-blooded animals including humans.
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