CN104528846A - Hydrodynamic cavitation device for increasing cavitation free radical concentration - Google Patents

Hydrodynamic cavitation device for increasing cavitation free radical concentration Download PDF

Info

Publication number
CN104528846A
CN104528846A CN201410850395.4A CN201410850395A CN104528846A CN 104528846 A CN104528846 A CN 104528846A CN 201410850395 A CN201410850395 A CN 201410850395A CN 104528846 A CN104528846 A CN 104528846A
Authority
CN
China
Prior art keywords
curve
hydrodynamic cavitation
cavitation chamber
circle
value
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN201410850395.4A
Other languages
Chinese (zh)
Other versions
CN104528846B (en
Inventor
沈壮志
郭建中
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shaanxi Normal University
Original Assignee
Shaanxi Normal University
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shaanxi Normal University filed Critical Shaanxi Normal University
Priority to CN201410850395.4A priority Critical patent/CN104528846B/en
Publication of CN104528846A publication Critical patent/CN104528846A/en
Application granted granted Critical
Publication of CN104528846B publication Critical patent/CN104528846B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/34Treatment of water, waste water, or sewage with mechanical oscillations

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Physical Water Treatments (AREA)

Abstract

The invention relates to a hydrodynamic cavitation device for increasing the cavitation free radical concentration. The hydrodynamic cavitation device comprises a hydrodynamic cavitation cavity. A convergence type spraying nozzle is arranged at the water inlet of the hydrodynamic cavitation cavity. A flow blocking body and an adjusting plate are arranged in the hydrodynamic cavitation cavity. The flow blocking body is a rotating body, wherein the rotating body is formed when a closed curve formed by connecting a curve 1, a curve 2 and a curve 3 end to end in the clockwise direction rotates around a central shaft of the hydrodynamic cavitation cavity by one circle. High-pressure water flow is blocked to form high-pressure jet flow in the hydrodynamic cavitation cavity so that cavitation bubbles can be formed, the cavitation bubbles waver to a high-pressure area according to the effect that a flow body flows along a wall, the cavitation bubbles crack when blocked by the inner wall and the adjusting plate in the high-pressure area, a lot of free radicals are generated, and therefore the capacity of degrading organic pollutants through hydrodynamic cavitation is effectively improved, and the aim of improving and enhancing the cavitation waste water treatment effect is achieved; the hydrodynamic cavitation device is simple in structure, high in efficiency, convenient to operate, easy to manage, low in cost and suitable for industrial application.

Description

A kind of equipment of Hydrodynamic Cavitation increasing cavitation number of free radical
Technical field
The invention belongs to fluid liquid cavitation generating unit studying technological domain, particularly relate to a kind of equipment of Hydrodynamic Cavitation utilizing the increase cavitation number of free radical of Hydrodynamic cavitation degradation treatment organic pollutant wastewater.
Technical background
" China Environmental State Bulletin " issued according to environment protection general bureau claims, and to the water quality assessment that nearly 140,000 kilometers of rivers, the whole nation carry out, result shows that the river of nearly 40% receives severe contamination; In the seven great river River system of the whole nation, bad V class water quality accounts for 41%.And another important investigation that Environmental Protection Administration issues shows, and is being flowed through in the river in city by 131, the China added up, severe contamination have 36, serious pollution have 21, intermediate pollution have 38.
Due to the pollution of water body, cause many water resourcess to recycle, thus increased the weight of the deficient degree of water resources, have impact on the sustainable use of environment and economic Sustainable development.Therefore, seek that new Method and Technology is large to flow, pollutent is many and the industry of complicated component again, agricultural pollution waste water carry out effectively, advanced treatment, the recycling for water resources is created conditions.
Physical method carries out water treatment, owing to not producing secondary pollution, is called as " Green Water process ", receives and pay close attention to widely.Cavitation method wherein, because cheapness can collecting high temperature, high pressure, mechanical shearing simply and be broken for one, carries out organic pollutant degradation for physical method and water body purification process creates special form.
Venturi tube is one of representative of early stage waterpower cavitation generator, it appear as cavitation purify waste water process bring new method.But the application of traditional Venturi tube in sewage disposal is very limited, most important performance is: it is very few that free radical generates quantity, especially the generation number of hydroxyl radical free radical is very few, cause the effect processing organic pollutant undesirable, therefore this method of disposing of sewage never widely uses in Practical Project.
Summary of the invention
In order to the technological deficiency existing for conventional hydraulic cavitation effectively can be overcome, the invention provides one can make fluid generate a large amount of free radical, the ability of effective raising Hydrodynamic cavitation degradable organic pollutant, and easy to operate, be easy to management, the equipment of Hydrodynamic Cavitation that cost is low, technical pattern simply increases cavitation number of free radical.
The technical solution adopted in the present invention comprises Hydrodynamic cavitation chamber, the side water-in in Hydrodynamic cavitation chamber is provided with convergence type nozzle, the internal diameter in Hydrodynamic cavitation chamber is greater than nozzle water side internal diameter, make convergence type nozzle and Hydrodynamic cavitation chamber form one-level venturi-type structure, bottom the other end relative with feed-water end on Hydrodynamic cavitation chamber, be processed with water outlet; The inside in Hydrodynamic cavitation chamber is provided with bluff body and adjustable plate, and bluff body and adjustable plate are fixed by fixed link spaced apart and Hydrodynamic cavitation cavity wall;
Above-mentioned bluff body to be rotated a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber according to the end to end closed curve of clockwise direction by curve 1 and curve 2, curve 3, forms secondary venturi-type passage with the inwall in Hydrodynamic cavitation chamber;
With the intersection point of the water-in end face in Hydrodynamic cavitation chamber and central shaft for true origin, central shaft is x-axis, and the vertical medullary ray that the water-in end face in Hydrodynamic cavitation chamber intersects vertically with x-axis is y-axis, and unit is mm; The linear equation of curve 1 is:
(x 1-a 1) 2+(y 1-b 1) 2=9 2
The linear equation of curve 2 is:
(x 2-a 2) 2+(y 2+b 2) 2=55 2
The linear equation of curve 3 is:
(x 3-a 3) 2+(y 3+b 3) 2=56 2
Wherein a 1be the horizontal coordinate value in the center of circle of curve 1, value is 11 ~ 17;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 8 ~ 12;
A 2be the center of circle horizontal coordinate value of curve 2, value is 43 ~ 51;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 20 ~ 23;
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 59 ~ 73;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 29 ~ 34;
The central angle of curve 1 is 165 ~ 190 °, and the central angle of curve 2 is 66 ~ 105 °, and the central angle of curve 3 is 54 ~ 86 °;
The minimum clearance of above-mentioned adjustable plate distance bluff body is 3 ~ 6mm, the gap of distance Hydrodynamic cavitation cavity wall is 5 ~ 10mm.
Above-mentioned adjustable plate is that the central axis direction along Hydrodynamic cavitation chamber on the inwall of spherical plate or smooth plate arranges overhead gage and lower baffle plate, the centre of sphere of spherical plate on the central shaft in Hydrodynamic cavitation chamber, overhead gage and lower baffle plate symmetrical about central shaft.
Height between above-mentioned overhead gage and lower baffle plate preferably 28 ~ 41mm, the central angle of spherical plate is 104 ~ 113 °, and spherical radius is 36.5 ~ 44mm preferably, and the spherical crown height formed is 3 ~ 5mm.
The distance of above-mentioned smooth plate distance Hydrodynamic cavitation chamber water-in is 55 ~ 70mm.
The inlet end inwall arc surface structure in above-mentioned Hydrodynamic cavitation chamber, its longitudinal cross-section arc radius is 25 ~ 67mm, and central angle is 42 ~ 75 °, to avoid the formation of fluid dead angle.
The feed-water end diameter D of above-mentioned convergence type nozzle enterwith water side diameter D go outbetween pass be: 5D go out>=D enter>=2D go out, to ensure hydrodynamicpressure size to fit, work in coordination with bluff body, strengthen cavitation effect.
The equipment of Hydrodynamic Cavitation of increase cavitation number of free radical of the present invention is by arranging bluff body in Hydrodynamic cavitation chamber, make between convergence type nozzle and Hydrodynamic cavitation chamber, to form multistage venturi-type passage, be obstructed before and after High-Pressure Water formation high-pressure spray, because jet exit is little, Hydrodynamic cavitation chamber intracavity space is large, form negative pressuren zone, high-pressure spray generates cavitation bubble at negative pressure region, utilize fluid along wall flow effect, the cavitation bubble that negative pressure region is generated moves on to high pressure area in the effect downstream of wall effect, and run into inwall in high pressure area and adjustable plate obstacle collapses, generate a large amount of free radical, thus effectively improve the ability of Hydrodynamic cavitation degradable organic pollutant, to reach the object improving and strengthen cavitation process waste water effect, structure of the present invention is simple, efficiency is high, easy to operate, be easy to management, cost is low, be suitable for industrial applications.
Accompanying drawing explanation
Fig. 1 is the structural representation of embodiment 1.
Fig. 2 is the left view of the bluff body 3 in Fig. 1.
Fig. 3 is the structural representation of adjustable plate 4.
Embodiment
Now with accompanying drawing, technical scheme of the present invention is further described, but the present invention is not limited only to following enforcement situation in conjunction with the embodiments.
Embodiment 1
See Fig. 1 and Fig. 2, the equipment of Hydrodynamic Cavitation of the increase cavitation number of free radical of the present embodiment is connected and composed by convergence type nozzle 1, Hydrodynamic cavitation chamber 2, bluff body 3, adjustable plate 4, fixed link 5.
The Hydrodynamic cavitation chamber 2 of the present embodiment is the diameter of horizontal positioned is the cylinder-like structure of 76mm, the chamber left end sidepiece in Hydrodynamic cavitation chamber 2 is processed with bottom water-in, right-hand member and is processed with water outlet, water-in is provided with convergence type nozzle 1, the water-in diameter D of this convergence type nozzle 1 enterfor 20mm, water outlet diameter D go outfor 8mm, i.e. D enter=2.5D go out, make convergence type nozzle 1 and Hydrodynamic cavitation chamber 2 form one-level venturi-type structure.Stop in dead angle after fluid enters Hydrodynamic cavitation chamber 2, the feed-water end inwall in Hydrodynamic cavitation chamber 2 is processed as arc surface structure, its longitudinal cross-section arc radius is 25mm, and central angle is 75 °.Become air pocket in order to avoid a large amount of micro-bubble groups entered in Hydrodynamic cavitation chamber 2 merge each other and break, bluff body 3 is installed in Hydrodynamic cavitation chamber 2, bluff body 3 is fixed on the inwall in Hydrodynamic cavitation chamber 2 by fixed link 5, fixed link 5 is uniformly at intervals in the periphery of bluff body 3, and its diameter is relatively little, be as the criterion not affect current.
The bluff body 3 of the present embodiment be by curve 1 and curve 2, curve 3 according to clockwise direction end to end become closed curve to rotate a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber 2; Form secondary venturi-type passage between the inwall in its outer wall and Hydrodynamic cavitation chamber 2, and himself forms three grades of venturi channel.
With the intersection point of the water-in end face in Hydrodynamic cavitation chamber 2 and central shaft for true origin, central shaft is x-axis, and the vertical medullary ray that the water-in end face in Hydrodynamic cavitation chamber 2 intersects vertically with x-axis is y-axis, and unit is mm;
The linear equation of curve 1 is: (x 1-a 1) 2+ (y 1-b 1) 2=9 2
A 1be the horizontal coordinate value in the center of circle of curve 1, value is 11;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 8;
The central angle of curve 1 is 180 °.
The linear equation of curve 2 is: (x 2-a 2) 2+ (y 2+ b 2) 2=55 2
A 2be the center of circle horizontal coordinate value of curve 2, value is 47;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 20;
The central angle of curve 2 is 93 °.
The linear equation of curve 3 is: (x 3-a 3) 2+ (y 3+ b 3) 2=56 2
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 63;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 32;
The central angle of curve 3 is 75 °.
In Hydrodynamic cavitation chamber 2, the right side of bluff body 3 is installed with adjustable plate 4 near exit by fixed link 5 and screw threads for fastening web member, see Fig. 3, the adjustable plate 4 of the present embodiment is spherical plate 4-1 and overhead gage 4-2, lower baffle plate 4-3 connects and composes, overhead gage 4-2 and lower baffle plate 4-3 is welded to connect on the inwall of spherical plate 4-1, and it is symmetrical about the central shaft in Hydrodynamic cavitation chamber 2, the central angle of the spherical plate 4-1 of the present embodiment is 113 °, spherical radius is 37mm, the spherical crown height formed is 4mm, the centre of sphere of spherical plate 4-1 on the central shaft in Hydrodynamic cavitation chamber 2 and circumferential edge along and the inwall in Hydrodynamic cavitation chamber 2 between form the gap of 8mm, ensure that current are discharged through water outlet after passing through.Height between the present embodiment overhead gage 4-2 and lower baffle plate 4-3 is 32mm, the gap of overhead gage 4-2 and lower baffle plate 4-3 distance bluff body 3 be 5mm, distance Hydrodynamic cavitation chamber 2 inwall distance identical with spherical plate 4-1.Cavitation bubble collides with spherical plate 4-1 in high pressure area, a part flows out through the slit between spherical plate 4-1 and Hydrodynamic cavitation chamber 2 inwall, a part again collides with upper and lower baffle plate 4-3 after spherical plate 4-1 retains, entirely collapse, form High Temperature High Pressure shockwave afterwards and produce a large amount of free radicals, improving the ability of Hydrodynamic cavitation degradable organic pollutant further.In order to ensure that cavitation bubble entirely collapses further, the part of spherical plate 4-1 between overhead gage 4-2, lower baffle plate 4-3 is processed as two dimensional structure.
The equipment of Hydrodynamic Cavitation of the increase cavitation number of free radical of the present embodiment in use, High-Pressure Water penetrates from forming jet after the inlet end of spout enters the convergence type passage of nozzle 1 from nozzle 1 exit end, because nozzle 1 is little, the space enlargement in Hydrodynamic cavitation chamber 2, low pressure area is formed in Hydrodynamic cavitation chamber 2, now small bubble population starts to be formed, according to along wall effect after micro-bubble group runs into the stop of bluff body 3, microbubble group is dispersed into two strands along the inwall in Hydrodynamic cavitation chamber 2 and the outer wall of bluff body 3, a part is along L1 region, another part is along L2 region, two strands are moved respectively to L3 high pressure area for bubble under action of a fluid, collide with inside, Hydrodynamic cavitation chamber 2 and adjustable plate 4 and collapse, thus produce a large amount of free radicals under forming High Temperature High Pressure and shockwave dual function, and then effectively improve the ability of Hydrodynamic cavitation degradable organic pollutant.
Embodiment 2
The water-in in the Hydrodynamic cavitation chamber 2 of the present embodiment is provided with nozzle 1, and this nozzle 1 is convergence type structure, forms the fluid channel of convergence type, its water-in diameter D enterfor 20cm, water outlet diameter D go outfor 10cm, D enter/ D go outbe 2.
The bluff body 3 installed in Hydrodynamic cavitation chamber 2 be by curve 1 and curve 2, curve 3 according to clockwise direction end to end become closed curve to rotate a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber 2;
The linear equation of curve 1 is: (x 1-a 1) 2+ (y 1-b 1) 2=9 2
A 1be the horizontal coordinate value in the center of circle of curve 1, value is 12, unit mm;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 9, unit mm;
The central angle of curve 1 is 190 °.
The linear equation of curve 2 is: (x 2-a 2) 2+ (y 2+ b 2) 2=55 2
A 2be the center of circle horizontal coordinate value of curve 2, value is 43, unit mm;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 23, unit mm;
The central angle of curve 2 is 66 °.
The linear equation of curve 3 is: (x 3-a 3) 2+ (y 3+ b 3) 2=56 2
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 66, unit mm;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 29, unit mm;
The central angle of curve 3 is 54 °.
In Hydrodynamic cavitation chamber 2, the right side of bluff body 3 is provided with adjustable plate 4 near exit, the adjustable plate 4 of the present embodiment is spherical plate 4-1 and overhead gage 4-2, lower baffle plate 4-3 connects and composes, spherical plate 4-1 is at overhead gage 4-2, part between lower baffle plate 4-3 is processed as two dimensional structure, overhead gage 4-2 and lower baffle plate 4-3 is welded to connect on the inwall of spherical plate 4-1, and it is symmetrical about the central shaft in Hydrodynamic cavitation chamber 2, the central angle of the spherical plate 4-1 of the present embodiment is 104 °, spherical radius is 44mm, the spherical crown height formed is 5mm, the centre of sphere of spherical plate 4-1 on the central shaft in Hydrodynamic cavitation chamber 2 and circumferential edge along and the inwall in Hydrodynamic cavitation chamber 2 between form the gap of 5mm, ensure that current are discharged through water outlet after passing through.Height between the present embodiment overhead gage 4-2 and lower baffle plate 4-3 is 41mm, the gap of overhead gage 4-2 and lower baffle plate 4-3 distance bluff body 4 be 3mm, distance Hydrodynamic cavitation chamber 2 inwall distance identical with spherical plate 4-1.
Other parts and annexation thereof, principle of work are identical with embodiment 1.
Embodiment 3
The feed-water end inwall in the Hydrodynamic cavitation chamber 2 of the present embodiment is processed as arc surface structure, and its longitudinal cross-section arc radius is 39mm, and central angle is 62 °.At the convergence type that is provided with on the water-in nozzle 1 in Hydrodynamic cavitation chamber 2, its water-in diameter D enterfor 20cm, water outlet diameter D go outfor 4cm, D enter/ D go outbe 5.
The bluff body 3 installed in Hydrodynamic cavitation chamber 2 be by curve 1 and curve 2, curve 3 according to clockwise direction end to end become closed curve to rotate a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber 2;
The linear equation of curve 1 is: (x 1-a 1) 2+ (y 1-b 1) 2=9 2
A 1be the horizontal coordinate value in the center of circle of curve 1, value is 12, unit mm;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 12, unit mm;
The central angle of curve 1 is 170 °.
The linear equation of curve 2 is: (x 2-a 2) 2+ (y 2+ b 2) 2=55 2
A 2be the center of circle horizontal coordinate value of curve 2, value is 43, unit mm;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 21, unit mm;
The central angle of curve 2 is 74 °.
The linear equation of curve 3 is: (x 3-a 3) 2+ (y 3+ b 3) 2=56 2
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 62, unit mm;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 29, unit mm;
The central angle of curve 3 is 66 °.
In Hydrodynamic cavitation chamber 2, the right side of bluff body 3 is provided with adjustable plate 4 near exit, the adjustable plate 4 of the present embodiment is spherical plate 4-1 and overhead gage 4-2, lower baffle plate 4-3 connects and composes, spherical plate 4-1 is at overhead gage 4-2, part between lower baffle plate 4-3 is processed as two dimensional structure, overhead gage 4-2 and lower baffle plate 4-3 is welded to connect on the inwall of spherical plate 4-1, and it is symmetrical about the central shaft in Hydrodynamic cavitation chamber 2, the central angle of the spherical plate 4-1 of the present embodiment is 105 °, spherical radius is 36.5mm, the spherical crown height formed is 3mm, the centre of sphere of spherical plate 4-1 on the central shaft in Hydrodynamic cavitation chamber 2 and circumferential edge along and the inwall in Hydrodynamic cavitation chamber 2 between form the gap of 10mm, ensure that current are discharged through water outlet after passing through.Height between the present embodiment overhead gage 4-2 and lower baffle plate 4-3 is 28mm, the gap of overhead gage 4-2 and lower baffle plate 4-3 distance bluff body 3 be 6mm, distance Hydrodynamic cavitation chamber 2 inwall distance identical with spherical plate 4-1.
Other parts and annexation thereof, principle of work are identical with embodiment 1.
Embodiment 4
The feed-water end inwall in the Hydrodynamic cavitation chamber 2 of the present embodiment is processed as arc surface structure, and its longitudinal cross-section arc radius is 67mm, and central angle is 42 °.The water-in in Hydrodynamic cavitation chamber 2 is provided with convergence type nozzle 1, its water-in diameter D enterfor 20cm, water outlet diameter D go outfor 5cm, D enter/ D go outbe 4.
The bluff body 3 installed in Hydrodynamic cavitation chamber 2 be by curve 1 and curve 2, curve 3 according to clockwise direction end to end become closed curve to rotate a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber 2;
The linear equation of curve 1 is: (x 1-a 1) 2+ (y 1-b 1) 2=9 2
A 1be the horizontal coordinate value in the center of circle of curve 1, value is 11, unit mm;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 9, unit mm;
The central angle of curve 1 is 165 °.
The linear equation of curve 2 is: (x 2-a 2) 2+ (y 2+ b 2) 2=55 2
A 2be the center of circle horizontal coordinate value of curve 2, value is 46, unit mm;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 20, unit mm;
The central angle of curve 2 is 105 °.
The linear equation of curve 3 is: (x 3-a 3) 2+ (y 3+ b 3) 2=56 2
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 59, unit mm;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 34, unit mm;
The central angle of curve 3 is 86 °.
Other parts and annexation thereof, principle of work are identical with embodiment 1.
Embodiment 5
The bluff body 3 that the present embodiment is installed in Hydrodynamic cavitation chamber 2 be by curve 1 and curve 2, curve 3 according to clockwise direction end to end become closed curve to rotate a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber 2;
The linear equation of curve 1 is: (x 1-a 1) 2+ (y 1-b 1) 2=9 2
A 1be the horizontal coordinate value in the center of circle of curve 1, value is 19, unit mm;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 9, unit mm;
The central angle of curve 1 is 190 °.
The linear equation of curve 2 is: (x 2-a 2) 2+ (y 2+ b 2) 2=55 2
A 2be the center of circle horizontal coordinate value of curve 2, value is 50, unit mm;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 23, unit mm;
The central angle of curve 2 is 66 °.
The linear equation of curve 3 is: (x 3-a 3) 2+ (y 3+ b 3) 2=56 2
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 73, unit mm;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 29, unit mm;
The central angle of curve 3 is 54 °.
Other parts and annexation thereof, principle of work are identical with embodiment 1.
Embodiment 6
In Hydrodynamic cavitation chamber 2, bluff body 3 is installed in the present embodiment, bluff body 3 be by curve 1 and curve 2, curve 3 according to clockwise direction end to end become closed curve to rotate a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber 2;
The linear equation of curve 1 is: (x 1-a 1) 2+ (y 1-b 1) 2=9 2
A 1be the horizontal coordinate value in the center of circle of curve 1, value is 15, unit mm;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 8, unit mm;
The central angle of curve 1 is 179 °.
The linear equation of curve 2 is: (x 2-a 2) 2+ (y 2+ b 2) 2=55 2
A 2be the center of circle horizontal coordinate value of curve 2, value is 51, unit mm;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 20, unit mm;
The central angle of curve 2 is 93 °.
The linear equation of curve 3 is: (x 3-a 3) 2+ (y 3+ b 3) 2=56 2
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 67, unit mm;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 32, unit mm;
The central angle of curve 3 is 75 °.
Other parts and annexation thereof, principle of work are identical with embodiment 1.
Embodiment 7
The bluff body 3 of the present embodiment be by curve 1 and curve 2, curve 3 according to clockwise direction end to end become closed curve to rotate a circle formed rotator around the central shaft in Hydrodynamic cavitation chamber 2;
The linear equation of curve 1 is: (x 1-a 1) 2+ (y 1-b 1) 2=9 2
A 1be the horizontal coordinate value in the center of circle of curve 1, value is 17, unit mm;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 12, unit mm;
The central angle of curve 1 is 170 °.
The linear equation of curve 2 is: (x 2-a 2) 2+ (y 2+ b 2) 2=55 2
A 2be the center of circle horizontal coordinate value of curve 2, value is 48, unit mm;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 21, unit mm;
The central angle of curve 2 is 74 °.
The linear equation of curve 3 is: (x 3-a 3) 2+ (y 3+ b 3) 2=56 2
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 67, unit mm;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 29, unit mm;
The central angle of curve 3 is 66 °.
Other parts and annexation thereof, principle of work are identical with embodiment 1.
The structure of the adjustable plate 4 of above-described embodiment 1 ~ 7 can also be by along Hydrodynamic cavitation chamber 2 radial through fixed link, the hard-wired smooth plate of threaded fastener and the overhead gage 4-2 be welded on inside smooth plate and lower baffle plate 4-3, overhead gage 4-2 and lower baffle plate 4-3 level are installed and parallel with the central shaft in Hydrodynamic cavitation chamber 2, replace by the spherical plate 4-1 smooth plate in above-described embodiment, the gap of distance Hydrodynamic cavitation chamber 2, the edge inwall of smooth plate is 5 ~ 10mm, the distance of smooth plate distance Hydrodynamic cavitation chamber 2 water-in is 55 ~ 70mm, adjust in right amount in scope of design according to actual service conditions such as water treatment amount sizes.
The specific design parameter of bluff body 3 of the present invention also can adjust according to practical situation, is not limited only to above-mentioned enforcement situation.

Claims (6)

1. one kind increases the equipment of Hydrodynamic Cavitation of cavitation number of free radical, comprise Hydrodynamic cavitation chamber (2), it is characterized in that: on the side water-in of Hydrodynamic cavitation chamber (2), be provided with convergence type nozzle (1), the internal diameter in Hydrodynamic cavitation chamber (2) is greater than nozzle (1) water side internal diameter, make convergence type nozzle (1) and Hydrodynamic cavitation chamber (2) form one-level venturi-type structure, bottom Hydrodynamic cavitation chamber (2) upper the other end relative with feed-water end, be processed with water outlet; Be provided with bluff body (3) and adjustable plate (4) in the inside of Hydrodynamic cavitation chamber (2), bluff body (3) and adjustable plate (4) are fixed by fixed link (5) spaced apart and Hydrodynamic cavitation chamber (2) inwall;
Above-mentioned bluff body (3) to be rotated a circle formed rotator around the central shaft of Hydrodynamic cavitation chamber (2) according to the end to end closed curve of clockwise direction by curve 1 and curve 2, curve 3, forms secondary venturi-type passage with the inwall of Hydrodynamic cavitation chamber (2);
With the intersection point of the water-in end face of Hydrodynamic cavitation chamber (2) and central shaft for true origin, central shaft is x-axis, and the vertical medullary ray that the water-in end face of Hydrodynamic cavitation chamber (2) intersects vertically with x-axis is y-axis, and unit is mm;
The linear equation of curve 1 is:
(x 1-a 1) 2+(y 1-b 1) 2=9 2
The linear equation of curve 2 is:
(x 2-a 2) 2+(y 2+b 2) 2=55 2
The linear equation of curve 3 is:
(x 3-a 3) 2+(y 3+b 3) 2=56 2
Wherein a 1be the horizontal coordinate value in the center of circle of curve 1, value is 11 ~ 17;
B 1be the along slope coordinate value in the center of circle of curve 1, value is 8 ~ 12;
A 2be the center of circle horizontal coordinate value of curve 2, value is 43 ~ 51;
B 2be the along slope coordinate value in the center of circle of curve 2, value is 20 ~ 23;
A 3be the horizontal coordinate value in the center of circle of curve 3, value is 59 ~ 73;
B 3be the along slope coordinate value in the center of circle of curve 3, value is 29 ~ 34;
The central angle of curve 1 is 165 ~ 190 °, and the central angle of curve 2 is 66 ~ 105 °, and the central angle of curve 3 is 54 ~ 86 °;
The minimum clearance of above-mentioned adjustable plate (4) distance bluff body (3) is 3 ~ 6mm, the gap of distance Hydrodynamic cavitation chamber (2) inwall is 5 ~ 10mm.
2. the equipment of Hydrodynamic Cavitation of increase cavitation number of free radical according to claim 1, it is characterized in that: described adjustable plate (4) is that the central axis direction along Hydrodynamic cavitation chamber (2) on the inwall of spherical plate (4-1) or smooth plate arranges overhead gage (4-2) and lower baffle plate (4-3), the centre of sphere of spherical plate (4-1) is on the central shaft of Hydrodynamic cavitation chamber (2), and overhead gage (4-2) is symmetrical about central shaft with lower baffle plate (4-3).
3. the equipment of Hydrodynamic Cavitation of increase cavitation number of free radical according to claim 2, it is characterized in that: the height between described overhead gage (4-2) and lower baffle plate (4-3) is 28 ~ 41mm, the central angle of spherical plate (4-1) is 104 ~ 113 °, spherical radius is 36.5 ~ 44mm, and the spherical crown height formed is 3 ~ 5mm.
4. the equipment of Hydrodynamic Cavitation of increase cavitation number of free radical according to claim 2, is characterized in that: the distance of described smooth plate distance Hydrodynamic cavitation chamber (2) water-in is 55 ~ 70mm.
5. the equipment of Hydrodynamic Cavitation of increase cavitation number of free radical according to claim 1, it is characterized in that: the inlet end inwall of described Hydrodynamic cavitation chamber (2) is arc surface structure, its longitudinal cross-section arc radius is 25 ~ 67mm, and central angle is 42 ~ 75 °.
6. the equipment of Hydrodynamic Cavitation of increase cavitation number of free radical according to claim 1, is characterized in that: the feed-water end diameter D of described convergence type nozzle (1) enterwith water side diameter D go outbetween pass be: 5D go out>=D enter>=2D go out.
CN201410850395.4A 2014-12-31 2014-12-31 A kind of equipment of Hydrodynamic Cavitation that increases cavitation number of free radical Expired - Fee Related CN104528846B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201410850395.4A CN104528846B (en) 2014-12-31 2014-12-31 A kind of equipment of Hydrodynamic Cavitation that increases cavitation number of free radical

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201410850395.4A CN104528846B (en) 2014-12-31 2014-12-31 A kind of equipment of Hydrodynamic Cavitation that increases cavitation number of free radical

Publications (2)

Publication Number Publication Date
CN104528846A true CN104528846A (en) 2015-04-22
CN104528846B CN104528846B (en) 2016-05-04

Family

ID=52844541

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201410850395.4A Expired - Fee Related CN104528846B (en) 2014-12-31 2014-12-31 A kind of equipment of Hydrodynamic Cavitation that increases cavitation number of free radical

Country Status (1)

Country Link
CN (1) CN104528846B (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106630370A (en) * 2015-11-04 2017-05-10 东莞源控环保科技有限公司 Hydrodynamic cavitation phosphorus removal device, and sewage treatment system and method applying device
CN106630523A (en) * 2015-11-04 2017-05-10 东莞源控环保科技有限公司 Hydrodynamic cavitation sludge reduction machine and wastewater treatment method thereof
CN106745489A (en) * 2016-12-24 2017-05-31 青岛科技大学 A kind of Hydrodynamic cavitation sewage disposal device
WO2018201302A1 (en) * 2017-05-02 2018-11-08 东莞源控环保科技有限公司 Denitrification treatment system and method for urban wastewater
CN109718674A (en) * 2018-12-29 2019-05-07 陕西师范大学 A kind of microbubble cavitation slot and microbubble method
CN109737537A (en) * 2018-12-29 2019-05-10 陕西师范大学 A kind of household moistens oxygen-enriched atomising device and method
CN112023741A (en) * 2020-08-28 2020-12-04 中南大学 Two-section cavitation bubble generator

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0723806A2 (en) * 1995-01-30 1996-07-31 Ebara Corporation Method of and apparatus for producing ozonized water
JP2001017956A (en) * 1999-07-06 2001-01-23 Babcock Hitachi Kk Sterilizer
CN103232108A (en) * 2013-05-15 2013-08-07 陕西师范大学 Novel venturi tube type hydrodynamic cavitation water treatment device
CN203683150U (en) * 2013-12-12 2014-07-02 天长市华润清洗科技有限公司 Rotary water current jet box type cavitation inactivating device
CN203938491U (en) * 2014-04-30 2014-11-12 浙江工业大学 Percussion flow cavitation device

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0723806A2 (en) * 1995-01-30 1996-07-31 Ebara Corporation Method of and apparatus for producing ozonized water
JP2001017956A (en) * 1999-07-06 2001-01-23 Babcock Hitachi Kk Sterilizer
CN103232108A (en) * 2013-05-15 2013-08-07 陕西师范大学 Novel venturi tube type hydrodynamic cavitation water treatment device
CN203683150U (en) * 2013-12-12 2014-07-02 天长市华润清洗科技有限公司 Rotary water current jet box type cavitation inactivating device
CN203938491U (en) * 2014-04-30 2014-11-12 浙江工业大学 Percussion flow cavitation device

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106630370A (en) * 2015-11-04 2017-05-10 东莞源控环保科技有限公司 Hydrodynamic cavitation phosphorus removal device, and sewage treatment system and method applying device
CN106630523A (en) * 2015-11-04 2017-05-10 东莞源控环保科技有限公司 Hydrodynamic cavitation sludge reduction machine and wastewater treatment method thereof
CN106630370B (en) * 2015-11-04 2019-07-30 广东源控环保科技有限公司 Sewage disposal system, the method for Hydrodynamic cavitation dephosphorization apparatus and the application device
CN106745489A (en) * 2016-12-24 2017-05-31 青岛科技大学 A kind of Hydrodynamic cavitation sewage disposal device
WO2018201302A1 (en) * 2017-05-02 2018-11-08 东莞源控环保科技有限公司 Denitrification treatment system and method for urban wastewater
CN109718674A (en) * 2018-12-29 2019-05-07 陕西师范大学 A kind of microbubble cavitation slot and microbubble method
CN109737537A (en) * 2018-12-29 2019-05-10 陕西师范大学 A kind of household moistens oxygen-enriched atomising device and method
CN109718674B (en) * 2018-12-29 2021-07-20 陕西师范大学 Micro-bubble cavitation tank and micro-bubble cavitation method
CN112023741A (en) * 2020-08-28 2020-12-04 中南大学 Two-section cavitation bubble generator
CN112023741B (en) * 2020-08-28 2021-11-05 中南大学 Two-section cavitation bubble generator

Also Published As

Publication number Publication date
CN104528846B (en) 2016-05-04

Similar Documents

Publication Publication Date Title
CN104528846A (en) Hydrodynamic cavitation device for increasing cavitation free radical concentration
CN104556266B (en) A kind of strengthening waterpower cavitation process device
CN104628054B (en) A kind of equipment of Hydrodynamic Cavitation of compound bluff body
CN104528847B (en) A kind of Hydrodynamic cavitation treatment unit disperseing cavitation bubble
CN104591313B (en) A kind of equipment of Hydrodynamic Cavitation strengthening cavitation bubble collapse
CN104003460B (en) Based on the micro-bubble generation device of board-like microporous medium foaming mechanism
CN103663802A (en) Microelectrolysis-fenton oxidizing reaction device
CN203935832U (en) With the bumpy flow cavitation device of distributing fin
CN102900053A (en) Improved deep-cylinder stilling well
CN106669584B (en) Strong-shearing type annular jet cavitation generator
CN106884406A (en) A kind of draining defoaming system and method for fiery nuclear power plant
CN213141478U (en) Multi-tooth micro-vortex generator
CN104556267A (en) Secondary-choke-flow hydrodynamic cavitation water treatment device
JP2011088061A (en) Gas-liquid dissolving tank
CN204134487U (en) Baffle-type pipeline mixing doser
CN104888639A (en) Unobstructed pipeline mixer
CN104724771A (en) Cavitator for reinforcing sewage decontamination efficiency by hydraulic cavitation technology
CN208852717U (en) A kind of tubular static mixer
KR20120016448A (en) The free mixture unit of a water-purifying system in bernoulli's theorem
CN109987726A (en) A kind of breaking micro-nano bubble method for generation of multistage rotary-cut and device
CN108147498B (en) Acoustic cavitation reactor using multi-tooth vortex type venturi tube
CN204220047U (en) Cross vanes formula pipeline mixing doser
CN108101152B (en) Sound reactor of parabola-type eddy current field
CN108101149B (en) saw-tooth eddy current field acoustic chaotic cavitation device
CN207091023U (en) Integral water purifier turbulent mixer

Legal Events

Date Code Title Description
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160504

Termination date: 20191231

CF01 Termination of patent right due to non-payment of annual fee