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634057, Tomsk, Russia , Govorova Street, 19b,tel.+7-3822-251650,mob.+7-913-8293007E-mail: [email protected]
INDUSTRY and RAIN-DRAINAGE WATER PURIFICATION
Water purification from underground and surface springsIndustrial and rain-drainage water purificationCavitation - ferment purification of municipal waste waterdesigning, building and adjusting
Local Engineering
Systems, LTD
Local Engineering
Systems, LTD
Water purification from underground and surface springsIndustrial and rain-drainage water purificationCavitation - ferment purification of municipal waste waterdesigning, building and adjusting
Local Engineering
Systems, LTD
Local Engineering
Systems, LTD
Usually for the purification of industry waste water the
chemical and physical methods are applied. Depending on
contaminations ,such as metals, oil products, suspended solids
(organic or mineral agents), surfactant, mineral salts and so
forth, technological schemes of water purification include
flotation, coagulation, softening, reverse osmosis, disinfection
blocks and so on.
Every block is responsible for well-defined purification area in order to get as a result the water in the final stage which will meet requirements of the SANPIN (Russia).
Such technological schemes suppose use of large amount of chemical reagents.
But often, the amount of pollution is so large that standard methods simply can not cope with the task of purification or becomes uneconomic.
Our method is also the chemistry-physical one but contains some nonstandard flotation, hydrodynamic processing and cavitation units.
The Principal Technological Scheme
1 CIRCULATION TANK (FLOTATION BLOCK)2 HYDRODYNAMIC GENERATOR3 COAGULATION TANK4 SEDIMENTATOR5 RESEROIR OF WATER
Raw water
purified
water
CIRCULATION TANK (FLOTATION UNIT)
Raw water comes in the circulation tank (CT).Function of CT: - Correction of incoming water pressure till rated working
one;- Exclusion of entering to the pump of solid precipitation;- Regulation of required total water volume;- Fat removal;- Petroleum removal;- Removal of coarse impurities;- Removal of fine impurities;- Provides recycling processes.
HYDRODYNAMIC GENERATOR (HG)After the CT water comes into the HG. Here the water
saturates with oxygen and conditions for the cavitation process are formed. The cavitation process promotes the transition of dissolved agents to the insoluble ones. Also due to the cavitation process the partial disinfection of water takes place.
Due to the saturation by air the metals oxidizing occur.
COAGULATION UNIT (CU)
Further water comes to the CU. The CU represents the tank with special partitions where the coagulation process is completed.
SEDIMENTATOR UNIT (SU)From the CU water goes to the SU. The SU represents the quartz sand filter. The water goes from bottom upwards.
THE PURIFIED WATER RESERVOIR
From the SU water comes in the purified water reservoir. Further the water can be disinfected in addition by the well-known methods (chlorination, ultraviolet radiation and so on).
The technological scheme, depending on the initial contaminations can be supplemented by the standard equipment.
Results of purification, the “Ayach-Yaga” coal mine, 02.09.2010 г.
№ Components Initial water Purified water Requirements, SANPIN, Russia
1 Colour Rust-coloured, troubled
Colourless Colourless
2 Transparency , sм 2,0 Transparent -
3 Smell 3b. Noticealle, lubricanting oil
2 b. < 2 b.
4 Dry residium, mg/dm3 3554,0 940,0 1000(1500)
5 pH 7,1 7,1 6-9
6 Hardness, mg./dm3 7,0 5,5 7,0 (10,0)
7 Alkaline, mg./dm3 8,2 - -
8 Calcium, mg/dm3 98,0 - -
9 Magnesium, mg/dm3 25,2 - -
10 Chlorides, mg/dm3 34,1 <350,0 < 350,0
11 Sulphate , mg/dm3 1950,0 450,0 < 500,0
12 Fe, mg/dm3 137,5 0,2 0,3 (1,0)
13 Suspended solids 379,0 - -
14 Oil products, mg/dm3 9,4 0,01 0,1
Purification result of mixed industry, municipal and rain waste water
№ Показатель Rain water Industry-municipal Purified water
1 Flow, m3/hour 60-110 (80) 12-40 (23) -
2 pH 7,5-8,4 (7,77) 7,0-8,1 (7,66) 6,5-8,5
3 Phenol, mg/l 0,0015-0,046 (0,002) 0-0,11 (0,29) 0,001
4 Thiozynates, mg/l 0,02-0,13 0-0,252 (0,0316) 0,02
5 Cyanides, mg/l 0-0,006 (0,002) 0-0,0066 (0,0025) 0,002
6 mg/l 0,90-2,15 (1,6) 1,1-28,9 (7,7) 0,39
7 Chlorides, mg/l 36,0-124 (87) 10-58,8 (19,3) 6,7
8 Chemical oxygen demand mg О2/l
9,8-73,3 (42,3) 20,125 (67,7) 30
9 Suspended solids 12,0-392,0 (165) 3,8-63,0 (28,7) 3
10 Fe, mg/l 0,11-2,39 (1,03) No measurements 0,05
11 Oil products, mg/l 0,68-5,91 (1,88) No measurements 0,05
12 Hardness, mg/l 10-13,6 (11,6) 2,2-4,0 single measurements
3
Purification result, mixed industry, municipal and rain-drainage waste water
№ Components Rain-drainage water Industry - municipal Purified water
13 Sulphate, mg/l 70-235 (124) 20-90,6 (36,3) 6,54
14 Nitrite, mg/l 0,043-0,72 (0,27) 0,086-0,78 (0,301) 0,02
15 Nitrate, mg/l 12,7-17,3 (14,6) 0,89-14,9 (4,4) 0,67
16 Dry residium 202-1304 (753) No measurements 107
17 Biological oxygen demand 6,76 (BODfull) No measurements 3,0
18 Smell, баллы 20 2
19 Colour (17,23) 20-60 10
20 Coliform bacteria, 100 ml 0-5800 More then up-limits of revealing(total microb number more than 30000)
20
21 Thermotolerant bacteria ,100 ml
0-5200 10
22 coliphages ,100 ml 0-17 10
634057, Tomsk, Russia , Govorova Street, 19b, tel.+7 3822 251650,mob.+7 913 8293007
E-mail: [email protected]
Thanks for attention
Water purification from underground and surface springsIndustrial and rain-drainage water purificationCavitation - ferment purification of municipal waste waterdesigning, building and adjusting
Local Engineering
Systems, LTD
Local Engineering
Systems, LTD
Water purification from underground and surface springsIndustrial and rain-drainage water purificationCavitation - ferment purification of municipal waste waterdesigning, building and adjusting
Local Engineering
Systems, LTD
Local Engineering
Systems, LTD