CN107235565A - One kind is based on regulation CO2The apparatus and method of voltage division processing high rigidity underground water - Google Patents
One kind is based on regulation CO2The apparatus and method of voltage division processing high rigidity underground water Download PDFInfo
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- CN107235565A CN107235565A CN201710623399.2A CN201710623399A CN107235565A CN 107235565 A CN107235565 A CN 107235565A CN 201710623399 A CN201710623399 A CN 201710623399A CN 107235565 A CN107235565 A CN 107235565A
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- underground water
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 244
- 238000012545 processing Methods 0.000 title claims abstract description 20
- 230000033228 biological regulation Effects 0.000 title claims abstract description 17
- 238000000034 method Methods 0.000 title claims description 18
- 238000002156 mixing Methods 0.000 claims abstract description 41
- 239000006260 foam Substances 0.000 claims description 28
- 230000009471 action Effects 0.000 claims description 8
- 150000002500 ions Chemical class 0.000 claims description 8
- 238000003825 pressing Methods 0.000 claims description 8
- BVKZGUZCCUSVTD-UHFFFAOYSA-M Bicarbonate Chemical compound OC([O-])=O BVKZGUZCCUSVTD-UHFFFAOYSA-M 0.000 claims description 7
- 239000000725 suspension Substances 0.000 claims description 7
- 239000000084 colloidal system Substances 0.000 claims description 6
- 230000008569 process Effects 0.000 claims description 5
- 239000007921 spray Substances 0.000 claims description 5
- 239000007788 liquid Substances 0.000 claims description 4
- 238000006243 chemical reaction Methods 0.000 claims description 3
- 230000002441 reversible effect Effects 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 230000001186 cumulative effect Effects 0.000 claims 1
- 238000000053 physical method Methods 0.000 abstract description 3
- 230000008901 benefit Effects 0.000 description 5
- 239000003651 drinking water Substances 0.000 description 5
- 235000020188 drinking water Nutrition 0.000 description 5
- 230000006870 function Effects 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 239000003673 groundwater Substances 0.000 description 4
- 238000010438 heat treatment Methods 0.000 description 4
- 239000000243 solution Substances 0.000 description 4
- 230000009467 reduction Effects 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- VTYYLEPIZMXCLO-UHFFFAOYSA-L Calcium carbonate Chemical compound [Ca+2].[O-]C([O-])=O VTYYLEPIZMXCLO-UHFFFAOYSA-L 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000000909 electrodialysis Methods 0.000 description 2
- 238000004836 empirical method Methods 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000005802 health problem Effects 0.000 description 2
- 230000002706 hydrostatic effect Effects 0.000 description 2
- 238000005342 ion exchange Methods 0.000 description 2
- 239000012528 membrane Substances 0.000 description 2
- 238000005381 potential energy Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 206010000060 Abdominal distension Diseases 0.000 description 1
- 206010012735 Diarrhoea Diseases 0.000 description 1
- 208000000913 Kidney Calculi Diseases 0.000 description 1
- 206010029148 Nephrolithiasis Diseases 0.000 description 1
- 208000031320 Teratogenesis Diseases 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 229910052785 arsenic Inorganic materials 0.000 description 1
- RQNWIZPPADIBDY-UHFFFAOYSA-N arsenic atom Chemical compound [As] RQNWIZPPADIBDY-UHFFFAOYSA-N 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 229910052793 cadmium Inorganic materials 0.000 description 1
- BDOSMKKIYDKNTQ-UHFFFAOYSA-N cadmium atom Chemical compound [Cd] BDOSMKKIYDKNTQ-UHFFFAOYSA-N 0.000 description 1
- 239000011575 calcium Substances 0.000 description 1
- 229910000019 calcium carbonate Inorganic materials 0.000 description 1
- 230000000711 cancerogenic effect Effects 0.000 description 1
- 231100000315 carcinogenic Toxicity 0.000 description 1
- 238000005234 chemical deposition Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 230000019771 cognition Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 230000035622 drinking Effects 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 239000000446 fuel Substances 0.000 description 1
- 230000002496 gastric effect Effects 0.000 description 1
- 230000036541 health Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- ZLNQQNXFFQJAID-UHFFFAOYSA-L magnesium carbonate Chemical compound [Mg+2].[O-]C([O-])=O ZLNQQNXFFQJAID-UHFFFAOYSA-L 0.000 description 1
- 239000001095 magnesium carbonate Substances 0.000 description 1
- 229910000021 magnesium carbonate Inorganic materials 0.000 description 1
- VTHJTEIRLNZDEV-UHFFFAOYSA-L magnesium dihydroxide Chemical compound [OH-].[OH-].[Mg+2] VTHJTEIRLNZDEV-UHFFFAOYSA-L 0.000 description 1
- 239000000347 magnesium hydroxide Substances 0.000 description 1
- 229910001862 magnesium hydroxide Inorganic materials 0.000 description 1
- QSHDDOUJBYECFT-UHFFFAOYSA-N mercury Chemical compound [Hg] QSHDDOUJBYECFT-UHFFFAOYSA-N 0.000 description 1
- 229910052753 mercury Inorganic materials 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 231100000572 poisoning Toxicity 0.000 description 1
- 230000000607 poisoning effect Effects 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000008929 regeneration Effects 0.000 description 1
- 238000011069 regeneration method Methods 0.000 description 1
- 230000001105 regulatory effect Effects 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 238000001223 reverse osmosis Methods 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000000344 soap Substances 0.000 description 1
- CDBYLPFSWZWCQE-UHFFFAOYSA-L sodium carbonate Substances [Na+].[Na+].[O-]C([O-])=O CDBYLPFSWZWCQE-UHFFFAOYSA-L 0.000 description 1
- 229910000029 sodium carbonate Inorganic materials 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 235000013619 trace mineral Nutrition 0.000 description 1
- 239000011573 trace mineral Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F5/00—Softening water; Preventing scale; Adding scale preventatives or scale removers to water, e.g. adding sequestering agents
- C02F5/02—Softening water by precipitation of the hardness
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F23/00—Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
- B01F23/20—Mixing gases with liquids
- B01F23/23—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
- B01F23/235—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids for making foam
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F23/00—Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
- B01F23/20—Mixing gases with liquids
- B01F23/23—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
- B01F23/237—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids characterised by the physical or chemical properties of gases or vapours introduced in the liquid media
- B01F23/2376—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids characterised by the physical or chemical properties of gases or vapours introduced in the liquid media characterised by the gas being introduced
- B01F23/23761—Aerating, i.e. introducing oxygen containing gas in liquids
- B01F23/237611—Air
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F25/00—Flow mixers; Mixers for falling materials, e.g. solid particles
- B01F25/20—Jet mixers, i.e. mixers using high-speed fluid streams
- B01F25/28—Jet mixers, i.e. mixers using high-speed fluid streams characterised by the specific design of the jet injector
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F25/00—Flow mixers; Mixers for falling materials, e.g. solid particles
- B01F25/70—Spray-mixers, e.g. for mixing intersecting sheets of material
- B01F25/72—Spray-mixers, e.g. for mixing intersecting sheets of material with nozzles
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F35/00—Accessories for mixers; Auxiliary operations or auxiliary devices; Parts or details of general application
- B01F35/71—Feed mechanisms
- B01F35/712—Feed mechanisms for feeding fluids
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F35/00—Accessories for mixers; Auxiliary operations or auxiliary devices; Parts or details of general application
- B01F35/71—Feed mechanisms
- B01F35/717—Feed mechanisms characterised by the means for feeding the components to the mixer
- B01F35/7176—Feed mechanisms characterised by the means for feeding the components to the mixer using pumps
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F35/00—Accessories for mixers; Auxiliary operations or auxiliary devices; Parts or details of general application
- B01F35/71—Feed mechanisms
- B01F35/717—Feed mechanisms characterised by the means for feeding the components to the mixer
- B01F35/7179—Feed mechanisms characterised by the means for feeding the components to the mixer using sprayers, nozzles or jets
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
- B01F2101/00—Mixing characterised by the nature of the mixed materials or by the application field
- B01F2101/305—Treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/06—Contaminated groundwater or leachate
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/24—CO2
Abstract
The invention provides one kind based on regulation CO2The device of voltage division processing high rigidity underground water, including water pump and hydraulic jeting device, the water pump is arranged on below the water surface of high rigidity underground water cistern, the hydraulic jeting device is arranged on more than the cistern water surface, high rigidity underground water is pumped into hydraulic jeting device by the water pump, high rigidity underground water enters hydraulic jeting device, and carry out first time mixing with air in hydraulic jeting device, sprayed afterwards from hydraulic jeting device, second is carried out with air to mix, and reduces the hardness of high rigidity underground water.The present invention realizes the softening of essence, does not introduce secondary pollution by physical method, safe and stable.
Description
Technical field
The present invention relates to ground water cleaning technical field, more particularly to one kind is based on regulation CO2Voltage division processing high rigidity
The apparatus and method of lower water.
Background technology
Underground water is that groundwater run off accounts for 99% on important drinking water source, the earth in available liquid fresh water.With
Surface water compares, and underground water is as resource of water supply, and with widely distributed, change stabilization, natural regulatory is good, be easy to develop
The advantages of.Therefore, underground water is the water supply source that China small and medium-sized cities, town and rural area are generally used, in the area having even
Unique water source.
Hardness height is the universal feature of underground water.On the living conditions, the excessive high hardness of water can damage clothing in washing, waste
Soap, wastes fuel when heating up water.Drinking high hardness easily makes one to suffer from temporary upset,gastro-intestinal, abdominal distension, havies loose bowels, is vented many, or even draws
Play the diseases such as kidney stone.Moreover, scale of heating up water is mainly calcium carbonate, magnesium carbonate, also containing a variety of harmful mercury, cadmium, lead,
The elements such as arsenic, are such as infrequently removed in time, and harmful element is accumulated and is again dissolved in water, are drunk into people's cognition and are caused human body slow
Property poisoning, or even can carcinogenic and teratogenesis, seriously endanger health.Therefore, the hardness of reduction high rigidity underground water is underground water
The task of top priority utilized.
At present, the method for high rigidity underground water softening mainly has heating, empirical method, chemical settling, ion exchange, reverse osmosis
Thoroughly, electrodialysis etc..Heating and empirical method are convenient and easy, but less efficient feasibility is not high.Common chemical deposition method is stone
Ash-soda ash tenderizer, removal efficiency is not high and is easily destroyed original balance, causes secondary pollution.Ion-exchange needs ion
The regeneration of exchanger resin, complex process.Counter-infiltration, electrodialysis belong to UF membrane category, and permeable membrane is easily contaminated, and in operation
During power consumption is larger, cost is high.
The content of the invention
In view of this, CO is adjusted The embodiment provides a kind of physical method2Partial pressure, it is safe and stable, efficient
Based on regulation CO2The apparatus and method of voltage division processing high rigidity underground water.
Embodiments of the invention provide a kind of based on regulation CO2The device of voltage division processing high rigidity underground water, including water pump
And hydraulic jeting device, the water pump is arranged on below the water surface of high rigidity underground water cistern, and the hydraulic jeting device is set
Put more than the high rigidity underground water cistern water surface, high rigidity underground water is pumped into hydraulic jeting device by the water pump, it is high hard
Degree underground water enters hydraulic jeting device, and carries out first with air in hydraulic jeting device and mix, afterwards from water-jet
Sprayed in device, and second is carried out with air and mixed, due to Atmospheric CO2Partial pressure is less than CO in high rigidity underground water2Partial pressure, warp
Cross CO in the mixing twice with air, high rigidity underground water2Partial pressure significantly reduces, and then makes CO in high rigidity underground water2Concentration drops
It is low, pH increases, HCO3 -Content is reduced, OH-Concentration increase, Ca2+、Mg2+、Fe3+Ion is consolidated in the form of colloid or suspension
It is fixed, reach the purpose of softening high rigidity underground water.
Further, the hydraulic jeting device includes water inflow nozzle, suction chamber, mixing chamber and water outlet nozzle, the water inlet
Nozzle, suction chamber, mixing chamber and water outlet nozzle are sequentially communicated, and high rigidity underground water is pumped into water inflow nozzle by the water pump, and is protected
Water-holding capacity is constant, and high rigidity underground water is in the flow path of the water inflow nozzle, and the cross-sectional area of water inflow nozzle is gradually reduced,
The flow velocity of high rigidity underground water gradually increases, and forms the water column of high-speed motion, and water column is injected above and below suction chamber, the suction chamber
Air inlet is equipped with, air enters suction chamber by air inlet, and the water column surface pressing of high-speed motion is low, into the big of suction chamber
Gas is moved under suction function to water column, and air forms boundary-layer under rubbing action on the surface of water column, and is injected with water column
Mixing chamber, the leading portion cross-sectional area of the mixing chamber gradually increases, and the back segment cross-sectional area of the mixing chamber keeps constant, water column
Effluxvelocity be gradually reduced in the leading portion of mixing chamber, pressure gradually increases, and water column and air are vigorously mixed and emulsified, formed bubble
Foam stream, the foam stream is homogenized in the back segment of mixing chamber, and injects water outlet nozzle, and the cross-sectional area of the water outlet nozzle significantly subtracts
Small, the effluxvelocity of foam stream is significantly increased, and pressure reduces, and foam stream is projected from water outlet nozzle high speed, is mixed with air.
Further, the water pump is stainless steel water pump.
Further, the water inflow nozzle and water outlet nozzle are Venturi nozzle.
Further, connected between the water pump and hydraulic jeting device by pipeline.
One kind is based on regulation CO2The method of voltage division processing high rigidity underground water, it is characterised in that comprise the following steps:
(1) high rigidity underground water is pumped into the water inflow nozzle of hydraulic jeting device by water pump from cistern;
(2) high rigidity underground water flow velocity in water inflow nozzle gradually increases, and forms the water column of high-speed motion, and the water column is high
Rapid fire enters in suction chamber;
(3) air inlet of suction chamber is opened, air enters suction chamber, and the water column surface pressing of high-speed motion is low, into suction
The air entered the room is moved under suction function to water column, air under rubbing action water column surface formed boundary-layer, and with
Water column injects mixing chamber;
(4) effluxvelocity of the water column in mixing chamber is first gradually reduced keeps constant afterwards, and pressure also first increases therewith to be protected afterwards
Hold constant, the air of water column and its boundary-layer is first vigorously mixed and emulsified, form foam stream, afterwards, foam stream is gradually homogenized, and
Inject water outlet nozzle;
(5) foam stream flow velocity in water outlet nozzle gradually increases, and pressure is gradually reduced, and projects at a high speed;
(6) the foam stream projected is mixed with air, and pressure declines, and returns to cistern, returns to CO in the water of cistern2It is dense
Degree reduction, pH increases, HCO3 -Content is reduced, OH-Concentration increase, Ca2+、Mg2+、Fe3+Ion quilt in the form of colloid or suspension
It is fixed, and then reduce the hardness of high rigidity underground water.
Further, in the air and high rigidity underground water mixed process there is reversible reaction in gas-liquid two-phase:
Compared with prior art, the invention has the advantages that:Make full use of CO2Control of the partial pressure to ground water hardness
Be constructed for handling high rigidity underground water, by physical method, realize the softening of essence, do not introduce secondary pollution, with peace
Entirely, stable advantage, and technique is simple, energy consumption is low, effect is good, it is economic and practical, suitable for being extended to practical application, moreover, this hair
Bright to provide technical guarantee for the safe drinking water of resident, the solution to solution China drinking-water health problem is significant.
Brief description of the drawings
Fig. 1 is of the invention a kind of based on regulation CO2One schematic diagram of the device of voltage division processing high rigidity underground water.
Embodiment
To make the object, technical solutions and advantages of the present invention clearer, below in conjunction with accompanying drawing to embodiment party of the present invention
Formula is further described.
Fig. 1 is refer to, The embodiment provides one kind based on regulation CO2The dress of voltage division processing high rigidity underground water
Put, including water pump 1 and hydraulic jeting device 2, connected between water pump 1 and hydraulic jeting device 2 by pipeline 3.
In one embodiment, water pump 1 be stainless steel water pump, water pump 1 be arranged on the water surface of high rigidity underground water cistern with
Under, hydraulic jeting device 2 is arranged on more than the water surface of high rigidity underground water cistern, and high rigidity underground water is pumped into water by water pump 1
In power injection apparatus 2, high rigidity underground water enters hydraulic jeting device 2, and carries out first with air in hydraulic jeting device 2
Secondary mixing, sprays from hydraulic jeting device 2 afterwards, and carries out second of mixing with air.
Hydraulic jeting device 2 includes water inflow nozzle 21, suction chamber 22, mixing chamber 23 and water outlet nozzle 24, the water inlet spray
Mouth 21, suction chamber 22, mixing chamber 23 and water outlet nozzle 24 are sequentially communicated.
Along flow direction of the high rigidity underground water in hydraulic jeting device 2, the cross-sectional area of water inflow nozzle 21 gradually subtracts
Small, the cross-sectional area of leading portion 231 of mixing chamber 23 gradually increases, and the cross-sectional area of back segment 232 of the mixing chamber 23 keeps constant, goes out
The cross-sectional area of (operating) water nozzle 24 is substantially reduced.In one embodiment, water inflow nozzle 21 and water outlet nozzle 24 are Venturi nozzle.
Air inlet 221 is equipped with above and below suction chamber 22, air enters suction chamber 22 by air inlet 221.
In one embodiment, high rigidity underground water is pumped into water inflow nozzle 21 by the water pump 1, and keeps water constant, high
Hardness underground water is in the flow path of the water inflow nozzle 21, and the flow velocity of high rigidity underground water gradually increases, and is formed and transported at a high speed
Dynamic water column, water column injects suction chamber 22, and the water column surface pressing of high-speed motion is low, enters suction chamber 22 from air inlet 221
Air is moved under suction function to water column, and air forms boundary-layer under rubbing action on the surface of water column, and is penetrated with water column
Enter mixing chamber 23, the effluxvelocity of the water column is gradually reduced in the leading portion 231 of mixing chamber 23, and pressure gradually increases, water column and
Air is vigorously mixed and emulsified, and forms foam stream, and the foam stream is homogenized in the back segment 232 of mixing chamber 23, and injects water outlet spray
Mouth 24, described, the effluxvelocity of foam stream is significantly increased, and pressure reduces, and foam stream is projected from the high speed of water outlet nozzle 24, and big
Gas is mixed.
Due to CO in air2Partial pressure is less than CO in high rigidity underground water2Partial pressure, by the mixing twice with air, high rigidity
CO in underground water2Partial pressure significantly reduces, and then makes CO in high rigidity underground water2Concentration is reduced, pH increases, HCO3 -Content is reduced,
OH-Concentration increase, Ca2+、Mg2+、Fe3+Ion is fixed in the form of colloid or suspension, softens high rigidity underground water.
One kind is based on regulation CO2The method of voltage division processing high rigidity underground water, comprises the following steps:
(1) water pump 1 sprays the water inlet that high rigidity underground water is pumped into hydraulic jeting device 2 from cistern (not shown)
Mouth 21;
The chemical parameters of high rigidity underground water in cistern:Leading ion concentration (mg/L), such as K+、Na+、Ca2+、Mg2+、
Cl-、HCO3 -、SO4 2-、NO3-Deng;Common trace element (μ g/L), such as Fe2+、Sr2+Deng;pH;TDS;Hardness etc..
(2) high rigidity underground water flow velocity in water inflow nozzle 21 gradually increases, and forms the water column of high-speed motion, the water column
Inject in suction chamber 22 at a high speed;
Because flow is constant, the cross-sectional area that high rigidity underground water is flowed through in water inflow nozzle 21 is tapered into, according to Q=S
× v, high rigidity underground water flow velocity in water inflow nozzle 21 gradually increases, meanwhile, according to the Bernoulli equation of preferable flow filament, water
Potential energy is converted into high speed kinetic energy, and water column is projected at a high speed from water inflow nozzle 21.
(3) air inlet 221 of suction chamber 22 is opened, air enters suction chamber 22, and the water column surface pressing of high-speed motion is low,
Air into suction chamber 22 is moved under suction function to water column, and air forms attached face under rubbing action on the surface of water column
Layer, and inject mixing chamber 23 with water column;
The bubble and current that air is produced under suction function are uneven, cause big bubble to be broken down into more smaller
Bubble, is presented the increased surface area of index multiple and creates condition for the mixing of air and water, meanwhile, according to Bernoulli's theorem,
If cross section is by S1To S2, correspondence hydrostatic pressureS1> > S2When hydrostatic pressure p be substantially reduced,
The potential energy of water is converted into high speed kinetic energy, and water column surface pressing reduction, water column surface pressing is low, and the air into suction chamber 22 is negative
Moved under pressure effect to water column, air forms boundary-layer under rubbing action on the surface of water column, and injects mixing chamber with water column
23。
(4) effluxvelocity of the water column in mixing chamber 23 is first gradually reduced keeps constant afterwards, after pressure also first increases therewith
Keep constant, the air of water column and its boundary-layer is first vigorously mixed and emulsified, form foam stream, afterwards, foam stream is gradually homogenized,
And inject water outlet nozzle 24;
In the leading portion 231 of mixing chamber 23, because cross-sectional area gradually increases, the effluxvelocity of water column is gradually reduced, pressure
Power is gradually risen, and water column is acutely mixed and emulsified with the air with its boundary-layer, and energy transmission takes place and is transmitted with momentum, water
The kinetic energy of post is transmitted to bubble with momentum, and formation can be with the foam stream of high-speed motion.As the foam stream of high-speed motion is in mixing chamber
23 it is inner constantly move forward, energy transfer process proceeds, and finally reaches the energy of water and bubble in the back segment 232 of mixing chamber 23
Amount is homogenized with momentum.
(5) foam stream flow velocity in water outlet nozzle 24 gradually increases, and pressure is gradually reduced, and projects at a high speed;
Due to reducing between the cross-sectional area of water outlet nozzle 24, the flow velocity of foam stream gradually increases, due to the CO of air2Point
Pressure generally 10-3.5(*105Pa), CO in underground water2Partial pressure is general 10-2(*105Pa) left and right, therefore, by jet mixing
Foam stream CO2Partial pressure is obviously reduced.
(6) the foam stream projected is mixed with air, and pressure declines, and returns to cistern, after secondary mixing, processing water
CO2Partial pressure is further reduced, and according to Henry's law, returns to CO in the water of cistern2Concentration is reduced, according to gas-liquid in mixed process
There is reversible reaction in two-phase: Understand, pH increases, HCO3 -Content is reduced, OH-Concentration increase, generation Ca (OH)2、Mg(OH)2、Fe
(OH)3Precipitation forms suspension, makes Ca2+、Mg2+、Fe3+Ion is fixed in the form of colloid or suspension, and then is softened high
Hardness underground water.
High rigidity underground water, periodic monitoring sampling, the change of cistern reclaimed water after acquisition processing are persistently handled using this method
Parameter is learned, the chemical parameters of water before and after the processing are contrasted, you can analysis bating effect.
The present invention makes full use of CO2Partial pressure handles the control action of ground water hardness high rigidity underground water, passes through thing
Reason method, realizes the softening of essence, does not introduce secondary pollution, have the advantages that it is safe and stable, and technique is simple, energy consumption is low,
Effect is good, economic and practical, suitable for being extended to practical application, moreover, the present invention provides technical guarantee for the safe drinking water of resident, it is right
The solution for solving China's drinking-water health problem is significant.
Herein, the involved noun of locality such as forward and backward, upper and lower is to be located at parts in accompanying drawing in figure and zero
The position of part each other is intended merely to the clear of expression technology scheme and conveniently come what is defined.It should be appreciated that the noun of locality
Use should not limit the claimed scope of the application.
In the case where not conflicting, the feature in embodiment and embodiment herein-above set forth can be combined with each other.
The foregoing is only presently preferred embodiments of the present invention, be not intended to limit the invention, it is all the present invention spirit and
Within principle, any modification, equivalent substitution and improvements made etc. should be included in the scope of the protection.
Claims (7)
1. one kind is based on regulation CO2The device of voltage division processing high rigidity underground water, it is characterised in that including water pump and water-jet
Device, the water pump is arranged on below the water surface of high rigidity underground water cistern, and the hydraulic jeting device is arranged on high rigidity
More than the water surface of underground water cistern, high rigidity underground water is pumped into hydraulic jeting device by the water pump, high rigidity underground water
First time mixing is carried out with air into hydraulic jeting device, and in hydraulic jeting device, afterwards from hydraulic jeting device
Spray, and air carries out second and mixed, due to CO in air2Partial pressure is less than CO in high rigidity underground water2Partial pressure, by with it is big
CO in the mixing twice of gas, high rigidity underground water2Partial pressure significantly reduces, and then makes CO in high rigidity underground water2Concentration is reduced, pH
Increase, HCO3 -Content is reduced, OH-Concentration increase, Ca2+、Mg2+、Fe3+Ion is fixed in the form of colloid or suspension, is reached
Soften the purpose of high rigidity underground water.
2. it is according to claim 1 based on regulation CO2The device of voltage division processing high rigidity underground water, it is characterised in that described
Hydraulic jeting device include water inflow nozzle, suction chamber, mixing chamber and water outlet nozzle, the water inflow nozzle, suction chamber, mixing chamber and
Water outlet nozzle is sequentially communicated, and high rigidity underground water is pumped into water inflow nozzle by the water pump, and keeps water constant, high rigidity underground
Water is in the flow path of the water inflow nozzle, and the cross-sectional area of water inflow nozzle is gradually reduced, the flow velocity of high rigidity underground water by
It is cumulative big, the water column of high-speed motion is formed, water column, which is injected, is equipped with air inlet above and below suction chamber, the suction chamber, air leads to
Cross air inlet and enter suction chamber, the water column surface pressing of high-speed motion is low, into suction chamber air under suction function to water
Post is moved, and air forms boundary-layer under rubbing action on the surface of water column, and injects mixing chamber with water column, the mixing chamber
Leading portion cross-sectional area gradually increases, and the back segment cross-sectional area of the mixing chamber keeps constant, and the effluxvelocity of water column is in mixing chamber
Leading portion be gradually reduced, pressure gradually increases, and water column and air are vigorously mixed and emulsified, and forms foam stream, the foam stream exists
The back segment of mixing chamber is homogenized, and injects water outlet nozzle, and the cross-sectional area of the water outlet nozzle is substantially reduced, the jet velocity of foam stream
Degree is significantly increased, and pressure reduces, and foam stream is projected from water outlet nozzle high speed, is mixed with air.
3. it is according to claim 1 based on regulation CO2The device of voltage division processing high rigidity underground water, it is characterised in that described
Water pump is stainless steel water pump.
4. it is according to claim 2 based on regulation CO2The device of voltage division processing high rigidity underground water, it is characterised in that described
Water inflow nozzle and water outlet nozzle are Venturi nozzle.
5. it is according to claim 1 based on regulation CO2The device of voltage division processing high rigidity underground water, it is characterised in that described
Connected between water pump and hydraulic jeting device by pipeline.
6. one kind is based on regulation CO2The method of voltage division processing high rigidity underground water, it is characterised in that comprise the following steps:
(1) high rigidity underground water is pumped into the water inflow nozzle of hydraulic jeting device by water pump from cistern;
(2) high rigidity underground water flow velocity in water inflow nozzle gradually increases, and forms the water column of high-speed motion, the high rapid fire of water column
Enter in suction chamber;
(3) air inlet of suction chamber is opened, air enters suction chamber, and the water column surface pressing of high-speed motion is low, into suction chamber
Air moved under suction function to water column, air forms boundary-layer under rubbing action on the surface of water column, and with water column
Inject mixing chamber;
(4) effluxvelocity of the water column in mixing chamber is first gradually reduced keeps constant afterwards, and pressure also first increases therewith to be kept not afterwards
Become, the air of water column and its boundary-layer is first vigorously mixed and emulsified, form foam stream, afterwards, foam stream is gradually homogenized, and is injected
Water outlet nozzle;
(5) foam stream flow velocity in water outlet nozzle gradually increases, and pressure is gradually reduced, and projects at a high speed;
(6) the foam stream projected is mixed with air, and pressure declines, and returns to cistern, returns to CO in the water of cistern2Concentration drops
It is low, pH increases, HCO3 -Content is reduced, OH-Concentration increase, Ca2+、Mg2+、Fe3+Ion is consolidated in the form of colloid or suspension
It is fixed, and then reduce the hardness of high rigidity underground water.
7. it is according to claim 6 based on regulation CO2The method of voltage division processing high rigidity underground water, it is characterised in that described
In air and high rigidity underground water mixed process there is reversible reaction in gas-liquid two-phase:
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Cited By (1)
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CN114215984A (en) * | 2021-12-14 | 2022-03-22 | 拓荆科技股份有限公司 | Semiconductor equipment and gas conveying structure thereof |
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