CN106430770A - Drinking water and preparation process thereof - Google Patents
Drinking water and preparation process thereof Download PDFInfo
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- CN106430770A CN106430770A CN201610588092.9A CN201610588092A CN106430770A CN 106430770 A CN106430770 A CN 106430770A CN 201610588092 A CN201610588092 A CN 201610588092A CN 106430770 A CN106430770 A CN 106430770A
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/02—Treatment of water, waste water, or sewage by heating
- C02F1/04—Treatment of water, waste water, or sewage by heating by distillation or evaporation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/441—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by reverse osmosis
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/04—Disinfection
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Abstract
Drinking water and preparation process thereof, the total soluble solid content of the drinking water is 60-110 mg/L, the electricity conductivity rate is 130-180 Mus / cm, the pH value is 7.0-7.8. The drinking water is removed of a majority of calcium carbonate, mineral salt and the like in water, and preserves the mineral substance and microelement beneficial to human health, drinking the water can increase intestinal peristalsis to defecate as quickly as possible, achieving the effects of moistening intestine, defecating, expelling toxin, beautifying and losing weight; the preparation process of the drinking water has less procedures, the operation steps are simple, and the drinking water can be easily applied in large scale production.
Description
Technical field
The present invention relates to drinking water technical field, specifically a kind of drinking water and its preparation technology.
Background technology
Raising with modern life level and the quickening of rhythm of life, people take in the battalion such as excess fat and heat
Support, add that water pollution is serious, and remain in the nuisances such as agricultural chemicals in the various food such as veterinary antibiotics, chemical fertilizer, pigment and hormone
Matter, automaticity raising simultaneously, blue-collar workload reduces, and amount of exercise reduces, and leads to swill and excrement residual
Excessive in enteron aisle, form various toxin and be deposited in human body, cause the phenomenons such as indigestion, constipation and body obesity, directly
Impact people's is healthy.Therefore, study a kind of suitable human body ease constipation, defaecation, toxin expelling, the drinking water of beauty treatment have very big
Realistic meaning.
Content of the invention
For solving the above problems, it is an object of the invention to provide a kind of drinking water and its preparation technology.
The present invention for achieving the above object, is achieved through the following technical solutions：
A kind of drinking water, in this drinking water, total dissolved solid content is 60 ~ 110mg/L, and electrical conductivity is 130 ~ 180 μ s/cm, pH
It is worth for 7.0 ~ 7.8.
Present invention additionally comprises the preparation technology of drinking water, comprise the following steps：
(1) fetch water：Selection does not have contaminated underground water, is fetched water in the period of the day from 11 p.m. to 1 a.m and the period of the day from 11 a.m. to 1 p.m respectively, obtains period of the day from 11 p.m. to 1 a.m water and period of the day from 11 a.m. to 1 p.m water；
(2) coarse filtration：Underground water carries out coarse filtration by filter layer, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or coarse filtration after coarse filtration；Described mistake
Filtering layer can be bag filter, dish filter, paper filter or the husky filter in 50 μm of aperture；Described underground water is the step (1) period of the day from 11 p.m. to 1 a.m water of gained or the period of the day from 11 a.m. to 1 p.m
Water；
(3) refined filtration：By the period of the day from 11 p.m. to 1 a.m water after step (2) gained coarse filtration or the period of the day from 11 a.m. to 1 p.m water after coarse filtration sequentially pass through precision be 10 microns, 5 micro-
Rice, 1 micron of three-stage filtration, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or refined filtration after refined filtration；
(4) counter-infiltration：By the period of the day from 11 p.m. to 1 a.m water after step (3) gained refined filtration or the period of the day from 11 a.m. to 1 p.m water after refined filtration through one-level or double-stage reverse osmosis,
And adjust concentrated water water yield, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or counter-infiltration after counter-infiltration；
(5) the period of the day from 11 a.m. to 1 p.m water after step (4) gained counter-infiltration is burnt to boiling, then mix with the period of the day from 11 p.m. to 1 a.m water after step (4) gained counter-infiltration
It is cooled to 20 ~ 25 DEG C after conjunction, then carries out ozone sterilization, filling obtain drinking water.
The preparation technology of preferred drinking water, step (3) in after three-stage filtration, then through the first filter core, obtain refined filtration
Underground water afterwards；The first described filter core is by medical stone, shitosan and limonite according to mass ratio 10 ~ 20：5~8：1 ratio group
Become.
The preparation technology of preferred drinking water, pressure during counter-infiltration is 0.6 ~ 0.8MPa, and the aperture of reverse osmosis membrane is
0.01 ~ 0.1 nanometer.
The present invention has advantages below compared to existing technology：
The drinking water of the present invention eliminates most of calcium carbonate in water, mineral salt etc., remains beneficial health simultaneously
Mineral matter and trace element, drinking this water can increase intestines peristalsis thus defecation as early as possible, reach ease constipation road, defaecation, toxin expelling, beauty treatment
Effect with fat-reducing；The preparation technology flow process of the drinking water of the present invention is few, and step operation is easy, easily realizes large-scale production.
The preparation technology of the present invention is filtered using the mixing filter core of medical stone, shitosan and limonite, can not only have
Bacterium in effect absorption water, virus and harmful microorganism and heavy metal, and energy released mineral matter, increasing must in the human body in water
The trace element wanted, has certain detergent power to organic substance, adjusts the metabolism of body.
Specific embodiment
It is an object of the invention to provide a kind of drinking water and its preparation technology, it is achieved through the following technical solutions：
A kind of drinking water, total dissolved solid content 60 ~ 110mg/L in this drinking water, electrical conductivity is 130 ~ 180 μ s/cm, pH value
For 7.0 ~ 7.8.
Present invention additionally comprises the preparation technology of drinking water, comprise the following steps：
(1) fetch water：Selection does not have contaminated underground water, is fetched water in the period of the day from 11 p.m. to 1 a.m and the period of the day from 11 a.m. to 1 p.m respectively, obtains period of the day from 11 p.m. to 1 a.m water and period of the day from 11 a.m. to 1 p.m water；
Described period of the day from 11 p.m. to 1 a.m water is the water that the period of the day from 11 p.m. to 1 a.m takes out, and period of the day from 11 a.m. to 1 p.m water is the water that the period of the day from 11 a.m. to 1 p.m takes out；
(2) coarse filtration：Underground water carries out coarse filtration by filter layer, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or coarse filtration after coarse filtration；Described mistake
Filtering layer can be bag filter, dish filter, paper filter or the husky filter in 50 μm of aperture；Described underground water is the step (1) period of the day from 11 p.m. to 1 a.m water of gained or the period of the day from 11 a.m. to 1 p.m
Water；
(3) refined filtration：By the period of the day from 11 p.m. to 1 a.m water after step (2) gained coarse filtration or the period of the day from 11 a.m. to 1 p.m water after coarse filtration sequentially pass through precision be 10 microns, 5 micro-
Rice, 1 micron of three-stage filtration, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or refined filtration after refined filtration；
(4) counter-infiltration：By the period of the day from 11 p.m. to 1 a.m water after step (3) gained refined filtration or the period of the day from 11 a.m. to 1 p.m water after refined filtration through one-level or double-stage reverse osmosis,
And adjust concentrated water water yield, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or counter-infiltration after counter-infiltration；
(5) the period of the day from 11 a.m. to 1 p.m water after step (4) gained counter-infiltration is burnt to boiling, then mix with the period of the day from 11 p.m. to 1 a.m water after step (4) gained counter-infiltration
It is cooled to 20 ~ 25 DEG C after conjunction, then carries out ozone sterilization, filling obtain drinking water.
The preparation technology of preferred drinking water, step (3) in after three-stage filtration, then through the first filter core, obtain refined filtration
Underground water afterwards；The first described filter core is by medical stone, shitosan and limonite according to mass ratio 10 ~ 20：5~8：1 ratio group
Become.
The preparation technology of preferred drinking water, pressure during counter-infiltration is 0.6 ~ 0.8MPa, and the aperture of reverse osmosis membrane is
0.01 ~ 0.1 nanometer.
The period of the day from 11 p.m. to 1 a.m of the present invention is evening 23:00-1:Time in 00 time period, the period of the day from 11 a.m. to 1 p.m is noon 11:00-13:00 time
Time in section.
The drinking water of the present invention is applied to obesity, constipation person, in 5 ~ 7 points of daily morning, take 300 depending on personal considerations ~
800ml, is heated to 30 ~ 50 DEG C（The concrete water yield, temperature vary with each individual）, then directly drink, increase intestines peristalsis and arrange as early as possible
Just, ease constipation, defaecation, toxin expelling, beauty treatment, the effect of fat-reducing are reached.
Below in conjunction with specific embodiment, the invention will be further described.
Embodiment 1
A kind of drinking water, in this drinking water, total dissolved solid content is 60mg/L, and electrical conductivity is 130 μ s/cm, and pH value is 7.0.
Embodiment 2
A kind of drinking water, in this drinking water, total dissolved solid content is 110mg/L, and electrical conductivity is 180 μ s/cm, and pH value is
7.8.
Embodiment 3
A kind of drinking water, in this drinking water, total dissolved solid content is 79mg/L, and electrical conductivity is 155 μ s/cm, and pH value is 7.4.
Embodiment 4
The preparation technology of the drinking water of embodiment 1, comprises the following steps：
(1) fetch water：Selection does not have contaminated underground water, is fetched water in the period of the day from 11 p.m. to 1 a.m and the period of the day from 11 a.m. to 1 p.m respectively, obtains period of the day from 11 p.m. to 1 a.m water and period of the day from 11 a.m. to 1 p.m water；
(2) coarse filtration：Underground water carries out coarse filtration by filter layer, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or coarse filtration after coarse filtration；Described mistake
Filtering layer can be the bag filter in 50 μm of aperture；Described underground water is the step (1) period of the day from 11 p.m. to 1 a.m water of gained or period of the day from 11 a.m. to 1 p.m water；
(3) refined filtration：By the period of the day from 11 p.m. to 1 a.m water after step (2) gained coarse filtration or the period of the day from 11 a.m. to 1 p.m water after coarse filtration sequentially pass through precision be 10 microns, 5 micro-
Rice, 1 micron of three-stage filtration, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or refined filtration after refined filtration；
(4) counter-infiltration：By the period of the day from 11 p.m. to 1 a.m water after step (3) gained refined filtration or the period of the day from 11 a.m. to 1 p.m water after refined filtration through first-stage reverse osmosis, and adjust
Concentrated water water yield, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or counter-infiltration after counter-infiltration；
(5) the period of the day from 11 a.m. to 1 p.m water after step (4) gained counter-infiltration is burnt to boiling, then mix with the period of the day from 11 p.m. to 1 a.m water after step (4) gained counter-infiltration
It is cooled to 20 ~ 25 DEG C after conjunction, then carries out ozone sterilization, filling obtain drinking water.
Embodiment 5
The preparation technology of the drinking water of embodiment 2, comprises the following steps：
(1) fetch water：Selection does not have contaminated underground water, is fetched water in the period of the day from 11 p.m. to 1 a.m and the period of the day from 11 a.m. to 1 p.m respectively, obtains period of the day from 11 p.m. to 1 a.m water and period of the day from 11 a.m. to 1 p.m water；
(2) coarse filtration：Underground water carries out coarse filtration by filter layer, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or coarse filtration after coarse filtration；Described mistake
Filtering layer can be the dish filter in 50 μm of aperture；Described underground water is the step (1) period of the day from 11 p.m. to 1 a.m water of gained or period of the day from 11 a.m. to 1 p.m water；
(3) refined filtration：By the period of the day from 11 p.m. to 1 a.m water after step (2) gained coarse filtration or the period of the day from 11 a.m. to 1 p.m water after coarse filtration sequentially pass through precision be 10 microns, 5 micro-
Rice, 1 micron of three-stage filtration, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or refined filtration after refined filtration；
(4) counter-infiltration：By the period of the day from 11 p.m. to 1 a.m water after step (3) gained refined filtration or the period of the day from 11 a.m. to 1 p.m water after refined filtration through double-stage reverse osmosis, and adjust
Concentrated water water yield, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or counter-infiltration after counter-infiltration；
(5) the period of the day from 11 a.m. to 1 p.m water after step (4) gained counter-infiltration is burnt to boiling, then mix with the period of the day from 11 p.m. to 1 a.m water after step (4) gained counter-infiltration
It is cooled to 20 ~ 25 DEG C after conjunction, then carries out ozone sterilization, filling obtain drinking water.
Embodiment 6
The preparation technology of the drinking water of embodiment 3, comprises the following steps：
(1) fetch water：Selection does not have contaminated underground water, is fetched water in the period of the day from 11 p.m. to 1 a.m and the period of the day from 11 a.m. to 1 p.m respectively, obtains period of the day from 11 p.m. to 1 a.m water and period of the day from 11 a.m. to 1 p.m water；
(2) coarse filtration：Underground water carries out coarse filtration by filter layer, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or coarse filtration after coarse filtration；Described mistake
Filtering layer can be the paper filter in 50 μm of aperture；Described underground water is the step (1) period of the day from 11 p.m. to 1 a.m water of gained or period of the day from 11 a.m. to 1 p.m water；
(3) refined filtration：By the period of the day from 11 p.m. to 1 a.m water after step (2) gained coarse filtration or the period of the day from 11 a.m. to 1 p.m water after coarse filtration sequentially pass through precision be 10 microns, 5 micro-
Rice, 1 micron of three-stage filtration, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or refined filtration after refined filtration；
(4) counter-infiltration：By the period of the day from 11 p.m. to 1 a.m water after step (3) gained refined filtration or the period of the day from 11 a.m. to 1 p.m water after refined filtration through double-stage reverse osmosis, and adjust
Concentrated water water yield, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or counter-infiltration after counter-infiltration；
(5) the period of the day from 11 a.m. to 1 p.m water after step (4) gained counter-infiltration is burnt to boiling, then mix with the period of the day from 11 p.m. to 1 a.m water after step (4) gained counter-infiltration
It is cooled to 20 ~ 25 DEG C after conjunction, then carries out ozone sterilization, filling obtain drinking water.
Embodiment 7
The present embodiment provides a kind of preparation technology of drinking water, comprises the following steps：
(1) fetch water：Selection does not have contaminated underground water, is fetched water in the period of the day from 11 p.m. to 1 a.m and the period of the day from 11 a.m. to 1 p.m respectively, obtains period of the day from 11 p.m. to 1 a.m water and period of the day from 11 a.m. to 1 p.m water；
(2) coarse filtration：Underground water carries out coarse filtration by filter layer, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or coarse filtration after coarse filtration；Described mistake
Filtering layer can be the husky filter in 50 μm of aperture；Described underground water is the step (1) period of the day from 11 p.m. to 1 a.m water of gained or period of the day from 11 a.m. to 1 p.m water；
(3) refined filtration：By the period of the day from 11 p.m. to 1 a.m water after step (2) gained coarse filtration or the period of the day from 11 a.m. to 1 p.m water after coarse filtration sequentially pass through precision be 10 microns, 5 micro-
Rice, 1 micron of three-stage filtration, then through the first filter core, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or refined filtration after refined filtration；Described first
Filter core is by medical stone, shitosan and limonite according to mass ratio 10：5：1 ratio composition；
(4) counter-infiltration：By the period of the day from 11 p.m. to 1 a.m water after step (3) gained refined filtration or the period of the day from 11 a.m. to 1 p.m water after refined filtration through double-stage reverse osmosis, and adjust
Concentrated water water yield, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or counter-infiltration after counter-infiltration；Pressure during counter-infiltration is 0.6 ~ 0.8MPa,
The aperture of reverse osmosis membrane is 0.01 ~ 0.1 nanometer.
(5) the period of the day from 11 a.m. to 1 p.m water after step (4) gained counter-infiltration is burnt to boiling, then mix with the period of the day from 11 p.m. to 1 a.m water after step (4) gained counter-infiltration
It is cooled to 20 ~ 25 DEG C after conjunction, then carries out ozone sterilization, filling obtain drinking water.
Drinking water of the present invention meets following index request.
Organoleptic requirements meet the regulation of table 1.
Table 1 organoleptic requirements
Limit index meets the regulation of table 2.
Table 2 limit index
| Project | Index |
| Arsenic/(mg/L) ＜ | 0.01 |
| Cadmium/(mg/L）＜ | 0.005 |
| Chromium/(mg/L) ＜ | 0.05 |
| Lead/(mg/L) ＜ | 0.01 |
| Mercury/(mg/L) ＜ | 0.001 |
| Selenium/(mg/L) ＜ | 0.01 |
| Fluoride/(mg/L) ＜ | 1.0 |
| Nitrate（In terms of N）/ (mg/L) ＜ | 10, it is 20 when underground water source limits |
| Chloroform/(mg/L) ＜ | 0.02 |
| Carbon tetrachloride/(mg/L) ＜ | 0.002 |
| Chlorine residue（Free chlorine）/ (mg/L) ＜ | 0.05 |
| Bromate/(mg/L) ＜ | 0.01 |
| Aluminium/(mg/L) ＜ | 0.2 |
| Iron/(mg/L) ＜ | 0.3 |
| Manganese/(mg/L) ＜ | 0.1 |
| Copper/(mg/L) ＜ | 1.0 |
| Zinc/(mg/L) ＜ | 1.0 |
| Chloride/(mg/L) ＜ | 250 |
| Sulfate/(mg/L) ＜ | 250 |
| Oxygen demand/(with O2Meter)/(mg/L) ＜ | 2.0 |
Pollutant index meets the regulation of table 3.
Table 3 pollutant index
| Project | Index |
| Volatile phenol（In terms of phenol）/ (mg/L) ＜ | 0.002 |
| Cyanide（With CN-Meter）/(mg/L）＜ | 0.05 |
| Anion synthetic detergent/(mg/L) ＜ | 0.3 |
| Nitrite（With NO2 -Meter）/ (mg/L) ＜ | 0.005 |
| Totalαradioactivity/(Bq/L) ＜ | 0.5 |
| Total Beta Radioactivity/(Bq/L) ＜ | 1 |
Microbiological requirements meet the regulation of table 4.
Table 4 microbiological indicator
| Project | Index |
| Coliform/(CFU/mL) | 0 |
| Pseudomonas aeruginosa/(CFU/250 mL) | 0 |
| Salmonella/(CFU/25 mL) | Must not detect |
| Shigella/(CFU/25 mL) | Must not detect |
| Staphylococcus aureus/(CFU/25 mL) | Must not detect |
Choose 600 constipation personnel, be randomly divided into 3 groups, every group of 200 people, continue 3 months, respectively at 5 ~ 7 points of empty stomaches of morning
Drink the drinking water of the embodiment of the present invention 3 gained, situation of respectively constipation of testing crew being improved is recorded and contrasts.Result
As shown in table 5.
The experimentation of table 5 drinking water and result deck watch
Shown by the result of table 5, the drinking water of the present invention has the effect that relaxes bowel well.
Claims (4)
1. a kind of drinking water it is characterised in that：Total dissolved solid content 60 ~ 110mg/L in this drinking water, electrical conductivity be 130 ~
180 μ s/cm, pH value is 7.0 ~ 7.8.
2. the drinking water described in claim 1 preparation technology it is characterised in that：Comprise the following steps：
(1) fetch water：Selection does not have contaminated underground water, is fetched water in the period of the day from 11 p.m. to 1 a.m and the period of the day from 11 a.m. to 1 p.m respectively, obtains period of the day from 11 p.m. to 1 a.m water and the period of the day from 11 a.m. to 1 p.m
Water；
(2) coarse filtration：Underground water carries out coarse filtration by filter layer, obtains the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or coarse filtration after coarse filtration；Described mistake
Filtering layer can be bag filter, dish filter, paper filter or the husky filter in 50 μm of aperture；Described underground water is the step (1) period of the day from 11 p.m. to 1 a.m water of gained or the period of the day from 11 a.m. to 1 p.m
Water；
(3) refined filtration：By the period of the day from 11 p.m. to 1 a.m water after step (2) gained coarse filtration or the period of the day from 11 a.m. to 1 p.m water after coarse filtration sequentially pass through precision be 10 microns, 5 micro-
Rice, 1 micron of three-stage filtration, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or refined filtration after refined filtration；
(4) counter-infiltration：By the period of the day from 11 p.m. to 1 a.m water after step (3) gained refined filtration or the period of the day from 11 a.m. to 1 p.m water after refined filtration through one-level or double-stage reverse osmosis,
And adjust concentrated water water yield, obtain the period of the day from 11 a.m. to 1 p.m water after period of the day from 11 p.m. to 1 a.m water or counter-infiltration after counter-infiltration；
(5) the period of the day from 11 a.m. to 1 p.m water after step (4) gained counter-infiltration is burnt to boiling, then mix with the period of the day from 11 p.m. to 1 a.m water after step (4) gained counter-infiltration
It is cooled to 20 ~ 25 DEG C after conjunction, then carries out ozone sterilization, filling obtain drinking water.
3. drinking water according to claim 2 preparation technology it is characterised in that：Step (3) in through three-stage filtration
Afterwards, then through the first filter core, obtain the underground water after refined filtration；The first described filter core by medical stone, shitosan and limonite according to
Mass ratio 10 ~ 20：5~8：1 ratio composition.
4. drinking water according to claim 2 preparation technology it is characterised in that：Pressure during counter-infiltration be 0.6 ~
0.8MPa, the aperture of reverse osmosis membrane is 0.01 ~ 0.1 nanometer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610588092.9A CN106430770A (en) | 2016-07-25 | 2016-07-25 | Drinking water and preparation process thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610588092.9A CN106430770A (en) | 2016-07-25 | 2016-07-25 | Drinking water and preparation process thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106430770A true CN106430770A (en) | 2017-02-22 |
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| CN201610588092.9A Pending CN106430770A (en) | 2016-07-25 | 2016-07-25 | Drinking water and preparation process thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110642426A (en) * | 2019-10-17 | 2020-01-03 | 杭州天创环境科技股份有限公司 | Method for efficiently treating RO (reverse osmosis) concentrated water |
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| CN1281827A (en) * | 2000-07-06 | 2001-01-31 | 邹宇超 | Preparation method of drinking water |
| CN1384070A (en) * | 2002-04-10 | 2002-12-11 | 颜卿 | Drinking water with trace elements and its production process |
| CN201722229U (en) * | 2010-07-06 | 2011-01-26 | 熊景安 | Natural alkalescent water production device |
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| CN104986903A (en) * | 2015-06-03 | 2015-10-21 | 安徽野岭饮料食品有限公司 | Production method for mineral water |
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|---|---|---|---|---|
| CN1281827A (en) * | 2000-07-06 | 2001-01-31 | 邹宇超 | Preparation method of drinking water |
| CN1384070A (en) * | 2002-04-10 | 2002-12-11 | 颜卿 | Drinking water with trace elements and its production process |
| CN201722229U (en) * | 2010-07-06 | 2011-01-26 | 熊景安 | Natural alkalescent water production device |
| CN102795737A (en) * | 2012-07-29 | 2012-11-28 | 天马（安徽）中药饮片科技有限公司 | Preparation method of weakly alkaline drinking water |
| CN104986903A (en) * | 2015-06-03 | 2015-10-21 | 安徽野岭饮料食品有限公司 | Production method for mineral water |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110642426A (en) * | 2019-10-17 | 2020-01-03 | 杭州天创环境科技股份有限公司 | Method for efficiently treating RO (reverse osmosis) concentrated water |
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