CN101254956A - Water purifying apparatus and water purification agent - Google Patents
Water purifying apparatus and water purification agent Download PDFInfo
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- CN101254956A CN101254956A CNA2008100913067A CN200810091306A CN101254956A CN 101254956 A CN101254956 A CN 101254956A CN A2008100913067 A CNA2008100913067 A CN A2008100913067A CN 200810091306 A CN200810091306 A CN 200810091306A CN 101254956 A CN101254956 A CN 101254956A
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 128
- 238000000746 purification Methods 0.000 title claims abstract description 22
- 239000003795 chemical substances by application Substances 0.000 title claims abstract description 13
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims abstract description 46
- 235000011941 Tilia x europaea Nutrition 0.000 claims abstract description 46
- 239000004571 lime Substances 0.000 claims abstract description 46
- 210000003097 mucus Anatomy 0.000 claims abstract description 38
- 239000003085 diluting agent Substances 0.000 claims abstract description 24
- 239000004744 fabric Substances 0.000 claims abstract description 21
- 241000196324 Embryophyta Species 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 9
- 235000001427 Cylindropuntia imbricata Nutrition 0.000 claims description 17
- 240000005729 Cylindropuntia imbricata Species 0.000 claims description 17
- 238000011068 loading method Methods 0.000 claims description 17
- 239000000463 material Substances 0.000 claims description 4
- 230000000630 rising effect Effects 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 3
- 238000001556 precipitation Methods 0.000 abstract description 19
- 238000001914 filtration Methods 0.000 abstract description 10
- 238000007667 floating Methods 0.000 abstract description 8
- 239000007788 liquid Substances 0.000 abstract description 4
- 239000000843 powder Substances 0.000 abstract description 2
- 238000004659 sterilization and disinfection Methods 0.000 abstract description 2
- 241000219357 Cactaceae Species 0.000 abstract 2
- 239000010865 sewage Substances 0.000 description 20
- 238000010790 dilution Methods 0.000 description 5
- 239000012895 dilution Substances 0.000 description 5
- 238000000247 postprecipitation Methods 0.000 description 4
- 239000002516 radical scavenger Substances 0.000 description 4
- 239000002351 wastewater Substances 0.000 description 4
- 239000003610 charcoal Substances 0.000 description 3
- 230000008021 deposition Effects 0.000 description 3
- 239000008399 tap water Substances 0.000 description 3
- 235000020679 tap water Nutrition 0.000 description 3
- 235000020681 well water Nutrition 0.000 description 3
- 239000002349 well water Substances 0.000 description 3
- 239000004484 Briquette Substances 0.000 description 2
- 229920000715 Mucilage Polymers 0.000 description 2
- 239000000853 adhesive Substances 0.000 description 2
- 244000052616 bacterial pathogen Species 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000002574 poison Substances 0.000 description 2
- 231100000614 poison Toxicity 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000000975 co-precipitation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 230000004941 influx Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 230000001954 sterilising effect Effects 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
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Abstract
The invention discloses water purification equipment and a water purification agent which are used for purifying water rapidly and efficiently with low cost and no pollution. The equipment mainly comprises a pool to purify the water, the cactus mucus and fine dry lime. A pool (1) is communicated with the water outlet (17) of the pool (2); the water outlet (17) is close to the pool (1). Pools from (2) to (5) are successively connected by a pipe (12). The pipe (12) is connected with a hopper (13). Every connection pipe is provided with a gate valve (11). The entrances of the water outlets of the pool 2, the pool 3 and the pool 4 are provide with a filtering basket (19). The filtering basket is connected with a column (6). A plurality of cloth gates are arranged between the water inlet of the pool (1) and the water outlet of the pool (1). The key is to control the ratio of the mucus diluents, the lime and the dirty water. The pool is used for deposing water; the cloth gates and the filtering basket are used for discouraging the floating objects and filtering; the cactus mucus can wrap the non-water objects in the water; the lime powder plays the role of adhesion, precipitation and disinfection. The water in the pool (1) and the pool (2) smoothly flows into the pool (5) or the rivers through the pool (3) and the pool (4) by the pipe (12). The gate valve (11) can regulate the flow in order to drain water, regulate ratio and switch liquid. The hopper (13) contains the mucus diluents and the column (6) causes the filtering basket to slide up and down. The water purification method can purify various kinds of water in family, working place, the waster water treatment place and the daily water plant.
Description
Affiliated technical field
The present invention relates to a kind of energy based on water purification agent fast, the process for purifying water of high purification water quality.
Background technology
At present, known water purifying plant and water purification agent are a lot, all can not make the large amount of sewage fast restore become the above standard of cleaning well water, or be exactly that efficient is low, or be exactly the cost height, or be exactly that added material has harm to human body.
Summary of the invention
In order to overcome the deficiency of existing water purifying plant and water purification agent, patent of the present invention provides a kind of water purifying plant and water purification agent, even many very dirty sewage are arranged, this process for purifying water is water purification fast also, and can make the water after the purification reach the above standard of clean well water, cost is minimum, does not have in addition and pollutes.
Patent of the present invention solves the technical scheme that its technical problem adopts: this process for purifying water mainly is to utilize precipitation, block floating thing technology primary deposition, block floating thing, adopt Root and stem of Cholla mucus to glue again and wrap up in non-water thing in the water, utilize adhesion, precipitation, the sterilization of lime white powder to purify waste water.
Pond 1 and pond 2 are communicated with by the water outlet (17) in pond 1, and pond 2 to pond 5 tubes (12) connect in turn; Loading hopper is connected with pipe (12) tube, and gate valve (11) is arranged on each pipe; There is filter basket (19) pond 2, pond 3, pond 4 rising pipe ingress separately, and filter basket and column (6) connect together; Some cloth gates are arranged between the water inlet in pond 1 and the water outlet; Root and stem of Cholla mucus diluent and dry lime are the distinguished water purification agents that this equipment uses, and belong to the most most important material of this process for purifying water.This equipment has been the effect that auxiliary this water purification agent is purified waste water.
The size in pond, height, individual data sewage what and decide, in the pond 1, top is rectangular parallelepiped, the bottom is a strip U-lag, the wide 1m that can be in pond 1, the height in pond 1 is more than the 5m, the water inlet in pond 1 (16) must surpass 20m with the spacing of pond 1 water outlet (17), the height of the cloth gate of inserting in the water outlet in pond 1 and the water outlet is 1m, wide is 1.2m, and the height of the above cloth gate in 5 roads in the pond 1 is 2m, the wide 1.2m of being (comprise and insert the pool wall part); The end is that the back cut diameter in conical pond 2 is 4 meters, and pond 2 height are 5 meters, 4.5 meters of the cylinder form heights on 2 tops, pond; The end is that the back cut diameter in conical pond 3 is 3 meters, and pond 3 height are 10 meters, on the tapered bottom in pond 3 between symmetrical two perpendicular oblique line OA, OB angle equal 30 degree; The back cut diameter in the pond 4 of near cylindrical is 4 meters, the base diameter size becomes 2: 3 ratios with back cut diameter, pond 4 is high 8 meters, great circle cylindricality pond 5 is high 10 meters, the base diameter in pond 5 is bigger 5 times than the back cut diameter in pond 4, and the base plane in pond 4 and pond 5 tilts, and the inclined-plane highest point is higher 10 centimetres than lowest part, the lowest part of pond 4 and 5 tilting bottoms, pond have jorum the same be half block skin spheric roundlet nest, roundlet nest bore is 10-20cm; Pond 1 to pond 5 suitable for reading all is in a level attitude; This is the data characteristics of large and medium-sized water purifying tank, and this respect data of small-sized water purifying tank can be scaled, but above-mentioned " 30 degree " and " 5 times " two data stationary are constant.
Suitable for reading and the bottom surface diameter of cylindrical filter basket (19) is 1 meter, height is 1.5 meters, filter basket is gone to the bottom and there is 1 layer of filter cloth the side, filter basket (19) is through on the column (6), column (6) and subpost (7) all fasten on column chassis (10), the plane on chassis (10) and column (6), subpost (7) is perpendicular, subpost (7) is through on the hook (8), the screw (9) of hook on (8) must fastening subpost (7), unclamp screw (9), subpost (7) must be able to slide up and down, and hook (8) hangs over the pond upper brim, water wing (20) is arranged at filter basket (19) top, and its must guarantee to allow the underwater of can not submerging suitable for reading of filter basket; During water conservancy diversion, between the beds of precipitation and water purification layer, to reserve earlier the position of column chassis (10), in case filter basket (19) is absorbed in the beds of precipitation; Gate cloth and filter cloth easily infiltration water, easily block dirt, durable in use; Gate cloth and filter cloth will regularly be scrubbed, and mashed cloth will be mended or change; The thickness of pipe (12) is decided according to sewage quantity, the internal diameter of pipe (12) can be 5 to 500 millimeters, the pipe at nearly filter basket place must move up and down and can shorten with filter basket, elongation, this section pipe is light, it can be the retractility casing, it can also be the extremely strong tough elastic pipe of retractility elastic force, it also can be the thin pipe of moulding of the big snappiness of ring-type degree of folding, distance between at the bottom of the annular groove of indent and the ring-type rib of the adjacent evagination top is 5-50cm, the inlet of pipe (12) is connected to short bend pipe in the filter basket, this inlet will bent up, and the entry mouth of pipe in pond 3 closely linked to each other with the sharp end in pond 3, and the entry mouth of pipe in pond 4 is near 4 bottoms, pond, the entry mouth of pipe in pond 5 is near 5 bottoms, pond, allow in the pipe (12) water in the shape of a spiral shape flow, be glued with a long scroll of 1 meter on the inwall of every pipe (12), the wide of the cross section of rib is 1 to 5 millimeter, the transversal face length of this rib is no more than pipe (12) internal diameter, the internal cavity of this section pipe (12) vertically is divided into the spirrillum two halves, and like this because of helicoidal flow, mucus is full and uniform mixed with regard to energy and sewage; There is long-lived high-quality gate valve (11) at pipe (12) two-port place, it is the loading hopper of 1-10 cubic meter (13) that there is a capacity at the middle part of connection pool 2 pipe (12) of 4 to the pond, this loading hopper pond that is not less than suitable for reading is suitable for reading, loading hopper must fixing not shake, and being connected between loading hopper and the pipe (12) has gate valve (11) on the pipe.The effect of gate valve (11) is open and close flowing water or mucus diluent, and the dominant discharge size can also be assisted pipe (12) drainage smoothly.
The Root and stem of Cholla mucus diluent that adds in the water is many more, lime is many more, easy more purifying waste water, but what of mucus diluent that adds and lime, it is fixed to come according to the volume of the addle that flows into pond 3, pond 4, and addle is many more, and mucus diluent and lime can be added, as long as can make the water precipitation in pond 3, the pond 4 become clear, just illustrate that the deal of mucus diluent and lime, ratio are suitable; It is 1000V (addle): 50V (Root and stem of Cholla mucus diluent): 200V (dry lime) that the ratio of just using is joined in examination, V in these application documents represents volume, the used unit of these V is identical, only require that then addle and mucus diluent go into pond 3 in top ratio afterflow, in the pond 4, at this moment, the ratio of taking the circumstances into consideration the dry lime of adding can reduce gradually, and arrived should the scavenger precipitation thing time at every turn, the amount of lime of accumulating in the pond 3 is no more than pond 3 volumetrical 3/5ths, the amount of lime that accumulate this moment in the pond 4 also is no more than pond 3 volumetrical 3/5ths, the disposable lime that has of elder generation (or the throw out in pond 4) amount is pond 3 volumetrical 2/5ths to 3/5ths in the pond 3, and the disposable amount of lime that has of elder generation is pond 3 volumetrical 1/5th to 2/5ths in the pond 4; When the throw out in the pond 3 is very dirty be eliminated again after, the throw out that is drawn into from pond 4 in the pond 3 can replace pond 3 to need the dry lime of usefulness, and having been taken out the ratio of just joining required dry lime in the sedimentary pond 4 again is 1000V (addle): 40V (Root and stem of Cholla mucus diluent): 200V (dry lime); Original mucus of Root and stem of Cholla and clear water were made into uniform diluent by 1: 10, and lime is thin more good more, and lime can not make moist before in adding the pond; Also available some other plant mucilage of Root and stem of Cholla mucus replaces; Aforementioned proportion is not changeless, because all multifactor impacts such as regulation and control of the composition that the ratio of mucus and lime of allocating will be subjected to addle originally, pollution level, water temperature, mucous viscosity, lime quality, chemical reaction, flow.
When using this water purifying plant, utilize pond 1, a part of material in the 2 precipitation water of pond blocks floating matter with cloth gate (18), utilize filter basket to filter part grit in floater and the water, again the water in pond 2 is derived, and add Root and stem of Cholla mucus diluent, thisly be with mucous water to flow into 3 bottoms, pond, the water lkd layer of upwards flowing through again, clear water is emerged, the water in pond 3 will be expired, close pond 3 water inlet locks, agitated pool 3 will allow 60% above throw out at the bottom of this pond all focus on the liquid first half (after the throw out in pond 4 is sucked in the pond 3, can consider without agitated pool 3), after 3 water precipitations of pond, filter floating matter, lead Chi3Shui and go into pond 4, add the mucus diluent simultaneously, Chi4Shui will expire, Guan Chi 4 water inlet locks, agitated pool 4, after 4 water precipitations of pond, filter floating matter, lead Chi4Shui and go into the river, if the pool is tap water, just when Chi4Shui derives, add CO
2(system CO
2Method varied), this water flows into pond 5, the water of post precipitation after gac or charcoal granulosa osmosis filtration, can use again.
When the throw out in pond 3 is very dirty, just from the pond 1 to the pond 5 successively by scavenger precipitation thing successively, method is: the throw out in pond 1 is removed, and the strict pathogenic bacterium of killing in the throw out, worm, behind the poison, again throw out is transported to fixedly (or the ground that desertifies, disposal site, briquette factory), with suction machine the throw out in pond 2 is drawn into pond 1 then, the throw out in pond 3 is drawn into pond 2, the throw out in pond 4 is drawn into pond 3, the throw out in pond 5 is drawn into pond 4, when pond 1, when having changed lime in the pond 2, also just can first agitated pool 1, sewage in the pond 2, wait its post precipitation, put into next pond again.
Patent structure of the present invention is simple, and is easy to use, rapidly and efficiently, and cost is little, do not have in addition and pollutes, can practical sewage disposal, tap water and well water are purified, and family, unit, sewage focus on, daily water factory all can use this water purification mode.Certainly, water purification only need also add Root and stem of Cholla and dilute mucus and lime with ready-made container in the family, stirring, and precipitation derives the above water of the beds of precipitation, behind so repeatedly water of handling several times more than the beds of precipitation, feeds CO
2, the water behind the redeposition flow through again gac granulosa or charcoal granulosa promptly get water purification.
Description of drawings
Fig. 1 is with pond 1 primary deposition, blocks floating thing, filtering figure.
Fig. 2 be with pond 2 once more sedimentation and filtration and derive sewage add the dilution mucous figure.
Fig. 3 is with the lime in 3 li in pond and dilution mucus coprecipitation sewage, derives clear water again and add the mucous figure of dilution again.
Fig. 4 precipitates clear water once more, derives the figure of more clear water again with the lime in 4 li in pond and dilution mucus.
Fig. 5 is pond 5 deposit C aCO
3Figure.
Fig. 6 is filter basket and the column support constitutional diagram that amplifies.
Fig. 7 is the enforcement illustration that Fig. 1 to Fig. 5 combines.
Among the figure 1, pond 1,2, pond 2,3, pond 3,4, pond 4,5, pond 5,6, column, 7, subpost, 8, hook, 9, screw, 10, the column chassis, 11, gate valve, 12, thrust-augmenting nozzle, 13, dilute mucous loading hopper, 14, CO
2Access tube, 15, throw out, 16, the impure water influx, 17, pond 1 outlet, pond 2 inlets, 18, the cloth gate, 19, filter basket, 20, water wing.
Embodiment
1, prepares enough thin dry lime earlier, and utilize pulverizer or device for grinding that Root and stem of Cholla is managed paste (completely mashed more good more), will do mashed original mucus and clear water again and be made into diluent, after the filtration by 1: 10, it is standby that dilution mucus is poured into loading hopper (13), and filtering particle is done mashed can the use again.As Fig. 2, shown in Figure 3, the capacity of loading hopper (13) is the 1-10 cubic meter, two loading hoppers lay respectively between pond 2 and the pond 3, pipe (12) middle part between pond 3 and the pond 4, the loading hopper pond that is not less than suitable for reading is suitable for reading, loading hopper must fixing not shake, and gate valve (11) is arranged on the pipe connecting between loading hopper and the pipe (12).
2, utilize water reservoir 1 with the sewage primary deposition again, utilize a lot of cloth gate (18) in pond 1 to block the water float thing, and sewage is filtered for the first time.In Fig. 1, in the pond 1, top is rectangular parallelepiped, the bottom is a strip U-lag, the wide 1m that can be in pond 1, the height in pond 1 is more than the 5m, the water inlet in pond 1 (16) must surpass 20m with the spacing of pond 1 water outlet (17), the height of the cloth gate of inserting in the water outlet in pond 1 and the water outlet is 1m, wide is 1.2m, and the height of a lot of cloth gate in the pond 1 is 2m, the wide 1.2m of being (comprise and insert the pool wall part).
3, utilize pond 2 that sewage is precipitated once more then, utilize the filter basket (19) on the column (6) that sewage is filtered once more.In Fig. 2, the end is that the back cut diameter in conical pond 2 is 4 meters, and pond 2 height are 5 meters, and the cylinder form height on 2 tops, pond is 4.5 meters.
4, then with thrust-augmenting nozzle (12) sewage in the pond 2 is imported pond 3, the Root and stem of Cholla mucus diluent in the loading hopper (13) flows into pond 3 along water in the pipe; 3 bottom flows into pond 3 from the pond with mucous sewage, sewage comes up through the lkd layer in pond 3, clear water, when the water in pond 3 is expired soon, the rising pipe gate valve (11) of turning off pond 2, use the water of agitator agitated pool 3 again, allowing 60% above throw out at the bottom of this pond all focus on the liquid first half comes (after the throw out in pond 4 is sucked in the pond 3, can consider without agitated pool 3), after the water precipitation in pond 3, use filter basket (19) to filter floater again, the water of deriving pond 3 with pipe (12) enters pond 4 (in the pond 4 lime being arranged), and the Root and stem of Cholla mucus in the loading hopper (13) is released liquid and flowed into pond 4 along water in the pipe, uses the water of agitator agitated pool 4 then, after the water precipitation in pond 4, use filter basket (19) to filter floater again, the water of deriving pond 4 with pipe (12) enters the river, the pool, in Fig. 3, the end is that the back cut diameter in conical pond 2 is 4 meters, pond 2 height are 5 meters, 4.5 meters of the cylinder form heights on 2 tops, pond; The end is that the back cut diameter in conical pond 3 is 3 meters, and pond 3 height are 10 meters, on the tapered bottom in pond 3 between symmetrical two perpendicular oblique line OA, OB angle equal 30 degree.In Fig. 4, the back cut diameter in the pond 4 of near cylindrical is 4 meters, the base diameter size becomes 2: 3 ratios with back cut diameter, pond 4 is high 8 meters, the base plane in pond 4 tilts, the inclined-plane highest point is higher 10 centimetres than lowest part, the lowest part of 4 tilting bottoms, pond have jorum the same be half block skin spheric roundlet nest, roundlet nest bore is 10-20cm.
5 if tap water, just with CO
2From pipe (14) access tube (12), allow 4 effusive water and CO from the pond
2Mixed back flows into pond 5, post precipitation, and the charcoal layer of flowing through again can use.In Fig. 5, great circle cylindricality pond 5 is high 10 meters, and the base diameter in pond 5 is bigger 5 times than the back cut diameter in pond 4, the base plane in pond 5 tilts, the inclined-plane highest point is higher 10 centimetres than lowest part, the lowest part of 5 tilting bottoms, pond have jorum the same be half block skin spheric roundlet nest, roundlet nest bore is 10-20cm.
6, at Fig. 2, Fig. 3, among Fig. 4 and Fig. 6, pond 2, pond 3, there is filter basket (19) rising pipe ingress separately, pond 4, suitable for reading and the bottom surface diameter of cylindrical filter basket (19) is 1 meter, height is 1.5 meters, filter basket is gone to the bottom and there is 1 layer of filter cloth the side, filter basket (19) is through on the column (6), column (6) and subpost (7) all fasten on column chassis (10), the plane on chassis (10) and column (6), subpost (7) is perpendicular, subpost (7) is through on the hook (8), the screw (9) of hook on (8) must fastening subpost (7), unclamp screw (9), subpost (7) must be able to slide up and down, and hook (8) hangs over the pond upper brim, water wing (20) is arranged at filter basket (19) top, and its must guarantee to allow the underwater of can not submerging suitable for reading of filter basket; During water conservancy diversion, just the filter basket of this usefulness is put into water.
7, in the embodiment Fig. 7 that combines by Fig. 1 to Fig. 5, pond 1 to pond 5 suitable for reading all is in a level attitude, pond 1 and pond 2 are communicated with by the water outlet (17) in pond 1, pond 2 to pond 5 tubes (12) connect in turn, the thickness of pipe (12) is decided according to sewage quantity, the internal diameter of pipe (12) can be 5 to 500 millimeters, the pipe at nearly filter basket place must move up and down and can shorten with filter basket, elongation, this section pipe is light, it can be the retractility casing, it can also be the extremely strong tough elastic pipe of retractility elastic force, it also can be the thin pipe of moulding of the big snappiness of ring-type degree of folding, distance between at the bottom of the annular groove of indent and the ring-type rib of the adjacent evagination top is 5-50cm, the inlet of pipe (12) is connected to short bend pipe in the filter basket, this inlet will bent up, the entry mouth of pipe in pond 3 closely linked to each other with the sharp end in pond 3, the entry mouth of pipe in pond 4 is near 4 bottoms, pond, the entry mouth of pipe in pond 5 is near 5 bottoms, pond, allow in the pipe (12) water in the shape of a spiral shape flow, be glued with a long scroll of 1 meter on the inwall of every pipe (12), the wide of the cross section of rib is 1 to 5 millimeter, the transversal face length of this rib is no more than pipe (12) internal diameter, the internal cavity of this section pipe (12) vertically is divided into the spirrillum two halves, because of helicoidal flow, mucus is full and uniform mixed with regard to energy and sewage like this.The Root and stem of Cholla mucus diluent that adds in the water is many more, lime is many more, easy more purifying waste water, but what of mucus diluent that adds and lime, it is fixed to come according to the volume of the addle that flows into pond 3, pond 4, and addle is many more, and mucus diluent and lime can be added, as long as can make the water precipitation in pond 3, the pond 4 become clear, just illustrate that the deal of mucus diluent and lime, ratio are suitable; It is 1000V (addle): 50V (Root and stem of Cholla mucus diluent): 200V (dry lime) that the ratio of just using is joined in examination, only require that then addle and mucus diluent go into 3 in top ratio afterflow, in the pond 4, at this moment, the ratio of taking the circumstances into consideration the dry lime of adding can reduce gradually, arrived should the scavenger precipitation thing time at every turn, the amount of lime of accumulating in the pond 3 all is no more than pond 3 volumetrical 3/5ths, it is pond 3 volumetrical 2/5ths to 3/5ths that the amount of lime that accumulate this moment in the pond 4 also is no more than pond 3 volumetrical, if the elder generation's disposable lime total amount pond that has 3 volumetrical 1/5th to 2/5ths in the pond 4; When the throw out in the pond 3 is very dirty be eliminated again after, the throw out that is drawn into from pond 4 in the pond 3 can replace pond 3 to need the dry lime of usefulness, and having been taken out the ratio of just joining required dry lime in the sedimentary pond 4 again is 1000V (addle): 40V (Root and stem of Cholla mucus diluent): 200V (dry lime); Lime is thin more good more, and lime can not make moist before in adding the pond; Also available some other plant mucilage of Root and stem of Cholla mucus replaces; Aforementioned proportion is not changeless, because all multifactor impacts such as regulation and control of the composition that the ratio of mucus and lime of allocating will be subjected to addle originally, pollution level, water temperature, mucous viscosity, lime quality, chemical reaction, flow.
8, when the throw out in pond 3 is very dirty, just from the pond 1 to the pond 5 successively by scavenger precipitation thing successively, method is: the throw out in pond 1 is removed, and the strict pathogenic bacterium of killing in the throw out, worm, behind the poison, again throw out is transported to fixedly (or the ground that desertifies, disposal site, briquette factory), with suction machine the throw out in pond 2 is drawn into pond 1 then, the throw out in pond 3 is drawn into pond 2, the throw out in pond 4 is drawn into pond 3, the throw out in pond 5 is drawn into pond 4, when pond 1, when having changed lime in the pond 2, also just can first agitated pool 1, sewage in the pond 2, wait its post precipitation, put into next pond again.
9, with long plastic cement filter spoon is removed (filter opening diameter 1-3mm) with floating matter.
Claims (3)
1, a kind of water purifying plant and water purification agent is characterized in that: pond 1 and pond 2 are communicated with by the water outlet (17) in pond 1, and pond 2 to pond 5 tubes (12) connect in turn; Loading hopper is connected with pipe (12) tube, and gate valve (11) is arranged on each pipe; There is filter basket (19) pond 2, pond 3, pond 4 rising pipe ingress separately, and filter basket and column (6) connect together; The above cloth gate in 5 roads is arranged between pond 1 water inlet and water outlet; Root and stem of Cholla mucus diluent and dry lime are the distinguished water purification agents that this equipment uses, and belong to the most most important material of this process for purifying water.
2, water purifying plant according to claim 1 and water purification agent, it is characterized in that: in the pond 1, top is rectangular parallelepiped, the bottom is a strip U-lag, and the wide of pond 1 is 1m, and the height in pond 1 is more than the 5m, the water inlet in pond 1 (16) must surpass 20m with the spacing of pond 1 water outlet (17), the height of the cloth gate of inserting in the water outlet in pond 1 and the water outlet is 1m, and wide is 1.2m, and the height of a lot of cloth gate in the pond 1 is 2m, wide is 1.2m, comprises inserting the pool wall part; The end is that the back cut diameter in conical pond 2 is 4 meters, and pond 2 height are 5 meters, 4.5 meters of the cylinder form heights on 2 tops, pond; The end is that the back cut diameter in conical pond 3 is 3 meters, and pond 3 height are 10 meters, on the tapered bottom in pond 3 between symmetrical two perpendicular oblique line OA, 0B angle equal 30 degree; The back cut diameter in the pond 4 of near cylindrical is 4 meters, the base diameter size becomes 2: 3 ratios with back cut diameter, pond 4 is high 8 meters, great circle cylindricality pond 5 is high 10 meters, the base diameter in pond 5 is bigger 5 times than the back cut diameter in pond 4, and the base plane in pond 4 and pond 5 tilts, and the inclined-plane highest point is higher 10 centimetres than lowest part, the lowest part of pond 4 and 5 tilting bottoms, pond have jorum the same be half block skin spheric roundlet nest, roundlet nest bore is 10-20cm.
3, water purifying plant according to claim 1 and water purification agent, it is characterized in that: the suitable for reading and bottom surface diameter of cylindrical filter basket (19) is 1 meter, height is 1.5 meters, filter basket is gone to the bottom and there is 1 layer of filter cloth the side, filter basket (19) is through on the column (6), column (6) and subpost (7) all fasten on column chassis (10), the plane on chassis (10) and column (6), subpost (7) is perpendicular, subpost (7) is through on the hook (8), water wing (20) is arranged at filter basket (19) top, the internal diameter of pipe (12) is 5500 millimeters, it is the retractility casing, or the extremely strong tough elastic pipe of retractility elastic force, or the big thin pipe of moulding of snappiness of ring-type degree of folding, distance between at the bottom of the annular groove of indent and the ring-type rib of the adjacent evagination top is 5-50cm, the inlet of pipe (12) is connected to short bend pipe in the filter basket, this inlet will bent up, the entry mouth of pipe in pond 3 closely linked to each other with the sharp end in pond 3, be glued with a long scroll of 1 meter on the inwall of every pipe (12), the wide of the cross section of this rib is 1 to 5 millimeter, the transversal face length of this rib is no more than pipe (12) internal diameter, the internal cavity of this section pipe (12) vertically is divided into the spirrillum two halves, it is the loading hopper of 1-10 cubic meter (13) that there is a capacity at the middle part of connection pool 2 pipe (12) of 4 to the pond, and being connected between loading hopper and the pipe (12) has gate valve (11) on the pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNA2008100913067A CN101254956A (en) | 2007-05-03 | 2008-04-05 | Water purifying apparatus and water purification agent |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN200720146885.1 | 2007-05-03 | ||
| CN200720146885 | 2007-05-03 | ||
| CNA2008100913067A CN101254956A (en) | 2007-05-03 | 2008-04-05 | Water purifying apparatus and water purification agent |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101254956A true CN101254956A (en) | 2008-09-03 |
Family
ID=39890128
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNA2008100913067A Pending CN101254956A (en) | 2007-05-03 | 2008-04-05 | Water purifying apparatus and water purification agent |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101254956A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015137793A1 (en) * | 2014-03-11 | 2015-09-17 | Hassan 1 Er Settat Universite | Recycling cactus cladodes as a source of bio-polyelectrolyte used for treating water |
| CN106697624A (en) * | 2016-08-31 | 2017-05-24 | 佛山市云米电器科技有限公司 | Single-pipe double-channel water storage bag |
| CN106742833A (en) * | 2016-08-31 | 2017-05-31 | 佛山市云米电器科技有限公司 | A kind of single tube double way formula water storage bag |
| WO2022107129A1 (en) * | 2020-11-17 | 2022-05-27 | Ofek Eshkolot Research And Development Ltd. | System and method for removing microparticles and nanoparticles from water using gelatinous zooplankton mucus |
-
2008
- 2008-04-05 CN CNA2008100913067A patent/CN101254956A/en active Pending
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2015137793A1 (en) * | 2014-03-11 | 2015-09-17 | Hassan 1 Er Settat Universite | Recycling cactus cladodes as a source of bio-polyelectrolyte used for treating water |
| CN106697624A (en) * | 2016-08-31 | 2017-05-24 | 佛山市云米电器科技有限公司 | Single-pipe double-channel water storage bag |
| CN106742833A (en) * | 2016-08-31 | 2017-05-31 | 佛山市云米电器科技有限公司 | A kind of single tube double way formula water storage bag |
| WO2022107129A1 (en) * | 2020-11-17 | 2022-05-27 | Ofek Eshkolot Research And Development Ltd. | System and method for removing microparticles and nanoparticles from water using gelatinous zooplankton mucus |
| EP4247761A4 (en) * | 2020-11-17 | 2024-04-24 | Ofek Eshkolot Research And Development Ltd. | System and method for removing microparticles and nanoparticles from water using gelatinous zooplankton mucus |
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