CN102396428A - Aquiculture water treatment system - Google Patents
Aquiculture water treatment system Download PDFInfo
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- CN102396428A CN102396428A CN2010102787545A CN201010278754A CN102396428A CN 102396428 A CN102396428 A CN 102396428A CN 2010102787545 A CN2010102787545 A CN 2010102787545A CN 201010278754 A CN201010278754 A CN 201010278754A CN 102396428 A CN102396428 A CN 102396428A
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Abstract
The invention discloses an aquiculture water treatment system, which uses a waterflow energy water pump to treat water. The aquiculture water treatment system mainly consists of a culture pond, water lifting facilities and a water source, wherein the water lifting facilities consists of a dam and the waterflow energy water pump; the waterflow energy water pump which is arranged in the dam has an upper water opening and a lower water opening, the lower water opening is positioned on the upper liquid level of the water in the dam, the upper water opening is communicated with the inside of the culture pond, and thus, the waterflow energy water pump can be used to pumping water into the culture pond or lifting water, namely the waterflow energy water pump supply flowing water to the culture pond from the lower water opening to the water opening of the waterflow energy water pump. The aquiculture water treatment system has the advantages and characteristics that: by using the energy of an ocean or a river, water in the dam can be lifted to a higher position without supplying oil and power; the equipment can operate automatically; the required equipment is small; the energy conversion rate is high; the application range is wide; and maintenance is avoided.
Description
Technical field
The present invention relates to a kind of aquaculture water treatment system, particularly used the aquaculture water treatment system that current ability water pump carries out water treatment.
Background technology
The mariculture industry development of current China is swift and violent, and area is breeded fish above 2,000 thousand hectares in the whole nation, and both open mostly flowing water is cultured; Need the pond to be cultured in the seawater suction with powerful pump; Energy consumption is big, and operating cost is high, must ceaselessly produce a large amount of fresh seawater and protect throughout the year; At the end of the day, its spent energy is huge.And simultaneously the energy in ocean and river self does not use, therefore, the utilization of aquaculture water treatment himself and water conservancy energy, also have limit many, inefficient deficiency.
Summary of the invention
The object of the invention just provides a kind of simple in structure, with low cost and aquaculture water treatment system and water plug thereof with greater efficiency.
A kind of aquaculture water treatment system, this mainly is made up of breed pond, extracting water facility, water source, and extracting water facility can be made up of by water pump dam and current.
Further; The current that are arranged in the dam can have two mouths of a river up and down by water pump; The following mouth of a river is positioned at the last liquid level of dam water; The filling pipe end position is communicated in cultures in the pond, can accomplish drawing water or water lift in culturing the pond by water pump by current, promptly carries flowing water until culturing the pond by the following mouth of a river of current ability water pump to the mouth of a river.
Further, current can be made up of pipeline by water pump, and pipeline is made up of the pipeline more than or two at least; Each pipeline is provided with aperture, this pipeline is placed in the last liquid level in the dam, when the aperture of pipeline is positioned at liquid level following time; In pipeline, can form one section water column; Feed the body of calming the anger this moment in the aperture of pipeline, and work as water column two ends gas pressure intensity not simultaneously, and water column will be to the less end motion of pressure; And the water that moves to the precalculated position can be collected utilization, just the position of filling pipe end.
Further, the air admission hole of pipeline is to the difference in height of liquid level, less than or difference in height much smaller than air admission hole to lower end of duct portion.
Further, the current water pump is made up of pipeline, and pipeline is made up of one or more pipeline at least; Each pipeline is provided with aperture, and this pipeline is placed in the liquid, and pipeline one end is under liquid level; And be positioned on the liquid level and the other end outside liquid level the time when the aperture of pipeline, can lead to negative-pressure container, the pressure of negative-pressure gas and the difference of atmospheric pressure are B in the negative-pressure container; On the liquid level Outer Tube section, establish the logical atmosphere of air inlet, air inlet is apart from the difference in height of liquid level; Less than or much smaller than the height that produces the water column that pressure equates with B value, it partly is straight tube that pipeline is higher than air admission hole, establish drainpipe bottom the negative-pressure container; Drainpipe is a hollow large diameter pipe, and under the logical water container liquid level of the drainpipe other end, the water container position is lower than negative-pressure container; With the water column of water container liquid level to negative-pressure container distance from bottom equal altitudes, the pressure values of generation is greater than the B value.Adjusting air inlet air inflow arrives to a certain degree, and gas, water are mixed into pipeline to negative-pressure container, and gas is taken away, and water supplies to utilize to water container through drainpipe again, and is delivered to the breed pond.
Further, air admission hole is apart from the difference in height of liquid level, less than or much smaller than negative pressure source of the gas and difference that atmospheric pressure produces the height of corresponding liquid.
In addition, the body of calming the anger of current ability water pump comes from a gas collector, and it is a positive U-shaped pipe that this device is; Has water inlet place and water outlet place; The pipe diameter of water outlet place and transverse tube is greater than the pipe diameter of water inlet place, and water inlet place also is air inlet place, on the transverse tube top of positive U type pipe the place of giving vent to anger is set; The place of giving vent to anger is positioned at the end of the transverse tube of positive U type pipe near low water level, and water inlet place of this gas collector and water outlet place are arranged in the liquid level up and down of dam head difference respectively.
The same the same; The body of calming the anger of current ability water pump comes from a gas collector, and it is an inverted-loop tube gas collecting apparatus that this device is, and inverted-loop tube has water inlet place and water outlet place is intake everywhere in the liquid level at a water source; And water outlet is everywhere in sluicing water channel liquid level; The pipe diameter of water outlet place is greater than the pipe diameter of water inlet place, is higher than at the transverse tube of inverted U pipe on the duct wall of water water source liquid level into air inlet place is set, and water outlet place also is the place of giving vent to anger; Air inlet place is positioned at the end of the transverse tube of inverted U pipe near low water level, and water inlet place of this gas collector and water outlet place are arranged in the liquid level up and down of aquaculture water treatment head difference respectively.
Further, the water in the dam comes from the seawater that the tidal action of ocean is poured into, and the height of water level in the dam is higher than the outer height of water level of dam; Dam also can be overfall in the river or waterwall.
Further, the dam body of dam has one and more than one check valve, and current can inwardly flow into from outer, and do not allow outside outflow.
Effect of the present invention and characteristics are: utilize the energy in ocean or river self, in dam, can need not the fuel feeding power supply with drawing water or water lift to high position more, equipment can turn round voluntarily, and equipment needed thereby is little, and energy conversion rate is high, and is applied widely, non-maintaining.
Description of drawings:
Fig. 1 is an aquaculture water treatment system sketch map of the present invention;
Fig. 2 is the sketch map of aquaculture water treatment system current ability water pump first embodiment of the present invention;
Fig. 3 is the sketch map of aquaculture water treatment system current ability water pump second embodiment of the present invention;
Fig. 4 is the liquid energy collection method of aquaculture water treatment system of the present invention and the positive U-shaped tubular construction sketch map of device;
Fig. 5 is the liquid energy collection method of aquaculture water treatment system of the present invention and the inverted-loop tube structural representation of device.
Explain among the figure:
1 is pipeline A
2 is air admission hole A
3 is pipeline B
4 is negative-pressure container B
41 is aspirating hole B
5 is air inlet B
6 is drainpipe B
7 is water container B
8 is transverse tube C
9 are air inlet place C
10 are the C of place that gives vent to anger
11 are water inlet place C
12 are water outlet place C
13 is transverse tube D
14 are air inlet place D
15 are the D of place that gives vent to anger
16 are water outlet place D
17 is delivery port D
101 is dam
103 for culturing the pond
108 is to go up liquid level in the dam
109 is off-lying sea, dam liquid level under water
In addition, also have two devices of forming by above-mentioned parts:
104 for current ability water pump, forms by above-mentioned 1,2;
105 is another routine current ability water pump, forms by above-mentioned 3,4,5,6,7,41;
106 gas collectors are formed by above-mentioned 8,9,10,11,12;
107 is another routine gas collector, forms by above-mentioned 13,14,15,16,17.
Embodiment:
Based on the object of the invention, and the successful test data that has obtained, come principle of specification and working condition from following two embodiment.
Aquaculture water treatment system of the present invention, this mainly is made up of breed pond 103, extracting water facility, water source, and extracting water facility can be made up of by water pump 104,105 dam 101 and current.Core is a current ability water pump 104,105, and auxiliary equipment dam 101, and current ability water pump the 104, the 105th is made up of pipeline; And be erected on the dam 101; Like accompanying drawing 2, shown in 3, can water plug (current ability water pump) be placed in the dam 101 along the direction of falling into water, the current of putting in dam 101 can have two mouths of a river up and down by water pump; The following mouth of a river is positioned at the last liquid level of dam water; The filling pipe end position is communicated in cultures in the pond 103, can accomplish the water lift in culturing pond 103 by water pump by current, promptly carries flowing water until culturing pond 103 by the following mouth of a river of current ability water pump to the mouth of a river.
In addition, the water in the dam comes from the seawater that the tidal action of ocean is poured into, and the height of water level in the dam is higher than the outer height of water level of dam, just go up outside liquid level 108 and the dam on the dam under liquid level 109; Dam also can be overfall in the river or waterwall.
Also have, in order to utilize seawater or river flowing water better, the dam body of dam has one and more than one check valve, and current can inwardly flow into from outer, and do not allow outside outflow.
As previously mentioned, current of the present invention can water pump be with the body of calming the anger as power, drive that liquid flows, this gas source can provide for common source of the gas, more can provide for mode involved in the present invention.Simultaneously; Difference according to gas and atmospheric pressure can be divided into two big types: malleation drives and negative pressure drives; In an embodiment of the present invention, embodiment one drives for malleation, and embodiment two drives for negative pressure; Can select the different working mode according to the difference of actual conditions, this dual mode can reach same similar effects.
For embodiment one, this structure of cobasis is as shown in Figure 2: primary structure mainly is made up of pipeline A1, and pipeline A1 one end is logical atmosphere outside liquid level, and liquid is water in an embodiment of the present invention, and seawater particularly is for needs draw water or the predetermined altitude of water lift; The other end (bottom) is last liquid level 108 times, and the wave molding among Fig. 2 is expressed as liquid (as follows), goes up an expression liquid level most; Pipeline A1 establishes air admission hole A2 on one section under the last liquid level 108; And be connected with the body of calming the anger, and it is A that the pressure of the body of calming the anger and the difference of atmospheric pressure are arranged, it is powerful than atmospheric pressure that promptly this has the pressure of the body of calming the anger; And big quantitative value is A; The measurement unit of A is the height value in the pipeline of liquid, and air admission hole A2 is to the difference in height of last liquid level 108, less than or much smaller than there being the body of calming the anger to produce the height of the water column that pressure equates with the A value; Just air admission hole A2 is to the difference in height of last liquid level 108, less than or much smaller than the difference in height of air admission hole A2 to lower end of duct portion.If in the aperture of pipeline, feed the body of calming the anger, and work as water column two ends gas pressure intensity not simultaneously, water column will be to the less end motion of pressure; The one section extreme lower position of pipeline A1 under air admission hole A2 is apart from the difference in height of air admission hole; Just air admission hole A2 is apart from the difference in height of the lower port of pipeline A1, greater than the height of the water column that has the body generation pressure of calming the anger to equate with the A value, like this; When air admission hole A2 is connected with pressurized air source, just possibly normally upwards drive liquid.
In addition; Pipeline A1 is higher than air admission hole A2 and partly is straight tube, is in order to reduce resistance, to regulate air admission hole A2 air inflow and arrive to a certain degree; Gas, water are mixed in the part that pipeline A1 is higher than air admission hole A2; And under the effect that the body pressure reduction of calming the anger is arranged, an end that in pipe, moves to outside the liquid level of top is discharged, and repeats above drainage procedure automatically.Water can water pump 104 just be transported to book office through current and supplies to utilize like this, promptly cultures in the pond 103, reaches to draw water or the purpose of water lift.
Simultaneously,, can be manufactured on together, perhaps fixing bunchy greater than 2 pipeline A1 because the quantity of pipeline A1 can be greater than 2, and can the water yield as required accelerate.Therefore, can very easily reach required quantity of drawing water.
For embodiment two, as shown in Figure 3: pipeline B3 one end is last liquid level 108 times; The other end is outside last liquid level 108, and logical negative-pressure container B4, and negative-pressure container B4 is provided with aspirating hole B41; Can connect the negative pressure source of the gas; The pressure of negative-pressure gas and the difference of atmospheric pressure are B in the negative-pressure container B4, that is to say that the pressure of negative-pressure gas is more less than atmospheric pressure; And little quantitative value is B, and the measurement unit of B is the interior height value of pipeline of liquid.On last liquid level 108 Outer Tube B3 sections, establish the logical atmosphere of air inlet B5.The difference in height of liquid level 108 on the air inlet B5 distance, less than or produce the height of the water column that pressure equates with the B value much smaller than negative-pressure gas, that is to say; The difference in height of liquid level 108 on the air admission hole B5 distance, less than or much smaller than negative pressure source of the gas and difference that atmospheric pressure produces the height of corresponding liquid, pipeline B3 is higher than air admission hole and partly is straight tube; Negative-pressure container B4 establishes drainpipe B6 (drainpipe B6 is a hollow large diameter pipe, and internal diameter arrives the holder of abutment surface tension force greatly, can not form stable water column in the pipe) in the bottom; Under the logical water container B7 liquid level of the drainpipe B6 other end, water container B6 is for needing the book office of water, and water container B7 position is lower than negative-pressure container B4; With the water column of water container B7 liquid level to negative-pressure container B4 distance from bottom equal altitudes, the pressure values of generation is regulated air inlet B5 air inflow and is arrived to a certain degree greater than the B value; Gas, water are mixed into pipeline B3; And under the effect of pressure reduction, in pipe, moving to negative-pressure container B4, gas is taken away; Water supply to utilize to water container B7 through drainpipe B6 again, has so just realized drawing water or the purpose of water lift.This installs once startup, repeats above drainage procedure automatically.
Water can water pump 105 just be transported to book office through current and supplies to utilize like this, promptly cultures in the pond 103, reaches to draw water or the purpose of water lift.
Equally, because the quantity of pipeline B3 also can be greater than 2, and can the water yield as required accelerate, therefore, can very easily reach required quantity of drawing water.
In all embodiment involved in the present invention, described liquid or fluid are water or seawater.
In order to cooperate above-mentioned device to accomplish its function, two kinds of feeders also are provided here simultaneously, can be respectively applied for above-mentioned two embodiment, do explanation below respectively.
In above-mentioned two embodiment, embodiment one has used barotropic gas, and embodiment two has used negative-pressure gas; We can say to be exactly a kind of draught head ability, and the production method of draught head ability is a pipeline to be set liquid is passed through; And be provided with one with air inlet place of atmosphere; When liquid passes through, but overcurrent liquid entrained gas and divided gas flow in the pipeline become minute bubbles, and setting the acceleration of gravity direction is the positive direction of speed; Liquid velocity then is the sum velocity at the component of the component of acceleration of gravity vertical direction and horizontal direction so; When liquid at the component of acceleration of gravity vertical direction greater than zero, bubble be separated into gradually certain volume than minute bubbles the time, bubble will move with liquid; When liquid when the component of acceleration of gravity vertical direction is not more than zero; Bubble moves upward and emerges, and overflows the collection of water surface place at bubble and overflows gas, to be formed with the body of calming the anger; Air inlet place at pipeline also can produce negative pressure; Like this, the kinetic energy of being contained in the liquid, potential energy just are collected and convert into the draught head ability that comprises positive differential pressure or Negative Pressure Difference, and this draught head energy can drive other device as power.
Combine embodiment and accompanying drawing to describe at present, mainly form, be positive U-shaped pipe or inverted-loop tube by pipeline based on the device that the method for the invention is made; Like Fig. 4 and shown in Figure 5, wherein Fig. 4 is positive U-shaped pipe, and Fig. 5 is an inverted-loop tube; Two mouths of pipe of these two kinds of U-shaped pipes have certain height difference, and the height of water inlet is higher than the height of delivery port, and water inlet is positioned at the high water level face; Promptly go up liquid level 108, and delivery port is positioned at the low water level face, promptly descends liquid level 109.
For embodiment one, employing be that following device is accomplished air feed.
For embodiment one; If pipeline is positive U-shaped pipe; Positive U-shaped pipe has a water inlet place C11 and water outlet place C12, and the pipe diameter of water outlet place C12 and transverse tube C8 is greater than the pipe diameter of water inlet place C11, and water inlet place C11 also is air inlet place C9; On the transverse tube C8 top of positive U type pipe the C10 of place that gives vent to anger is set; As shown in Figure 4, the C10 of the place of giving vent to anger is positioned at the end of the transverse tube C8 of positive U type pipe near low water level, and water inlet place of this gas collector and water outlet place are arranged in the last liquid level 108 and following liquid level 109 of dam 101 head difference respectively.
The last water level that lays respectively at the water surface as water inlet C11 and delivery port C12 is during with following water level; Liquid can be crossed positive U-shaped pipe by spontaneous current, and upstream and downstream liquid produces through water inlet place C11 and water outlet place C12 and flows, and the gas in the atmosphere also is blended in the liquid through air inlet place C9 and goes at this moment; The liquid that just has gas to enter in the pipe goes; Promptly when liquid through the time, but in the pipeline cross the flowing water entrained gas and divided gas flow becomes minute bubbles, setting the acceleration of gravity direction is the positive direction of speed; Liquid velocity then is the sum velocity at the component of the component of acceleration of gravity vertical direction and horizontal direction so; When liquid at the component of acceleration of gravity vertical direction greater than zero, bubble be separated into gradually certain volume than minute bubbles the time, bubble will move with liquid; When arriving transverse tube C8, because the diameter of water outlet place C12, transverse tube C8 is bigger, flow velocity reduces gradually; Promptly when liquid when the component of acceleration of gravity vertical direction is not more than zero, bubble moves upward and emerges, and overflows water surface place at bubble and collects and overflow gas; Being formed with the body of calming the anger, and discharge that to focus on the C10 of the place of giving vent to anger be bubble overflowing liquid place, just formation significantly is higher than the barotropic gas of atmospheric pressure; If liquid in pipe continue to flow, just obtain the positive differential pressure that continues, this pressure difference value just can utilize and do work; That is to say, the C10 of the place of giving vent to anger is connected to air admission hole A2, just can let water plug current shown in Figure 2 work by water pump 104; Simultaneously, at air inlet place C9 place negative pressure appearance is arranged.
For embodiment two, the device below adopting carries out air feed (supplying negative voltage gas).
For embodiment two, as shown in Figure 5, if pipeline is an inverted-loop tube; Inverted-loop tube has the liquid level that a water inlet place D16 and water outlet place D17 water inlet place 16D are in a water source; And water outlet place D17 is in sluicing water channel liquid level, and the pipe diameter of water outlet place D17 is greater than the pipe diameter of water inlet place D16, is higher than at the transverse tube D13 of inverted U pipe on the duct wall of water water source liquid level into air inlet place D14 is set; Water outlet place D16 also is the D15 of place that gives vent to anger; As shown in Figure 5, air inlet place D14 is positioned at the end of the transverse tube D13 of inverted U pipe near low water level, and water inlet place of this gas collector and water outlet place are arranged in the last liquid level 108 and following liquid level 109 of dam 101 head difference respectively.
The last water level that lays respectively at the water surface as water inlet D16 and delivery port D17 makes air inlet place D14 be in closed condition during with following water level, in inverted-loop tube, adds fills with water; Between the upstream and downstream liquid because siphonage is mobile through water inlet place D16 and water outlet place D17 generation, treat liquid stabilising after, suitably open air inlet place D14; D14 of air inlet place at this moment and atmosphere; When liquid passes through, but flowing water entrained gas excessively and divided gas flow in the pipeline become minute bubbles, and setting the acceleration of gravity direction is the positive direction of speed; Liquid velocity then is the sum velocity at the component of the component of acceleration of gravity vertical direction and horizontal direction so; When liquid at the component of acceleration of gravity vertical direction greater than zero, bubble be separated into gradually certain volume than minute bubbles the time, bubble will move with liquid; When arriving water outlet place D17, because the diameter of water outlet place D17 is bigger, flow rate of liquid reduces; When liquid was not more than zero at the component of acceleration of gravity vertical direction, bubble moved upward and emerges, and overflowed the collection of water surface place at bubble and overflowed gas; Being formed with the body of calming the anger, and being discharged to big automatically or collecting through the D15 of the place of giving vent to anger, intraluminal fluid is known from experience and is also continued to flow; Will will produce continuous tangible negative-pressure air-flow this moment at air inlet place D14, the Negative Pressure Difference that obtains continuing, and this pressure difference value just can utilize and do work; That is to say, air inlet place D14 is connected to aspirating hole B41, just can let water plug work shown in Figure 3; Simultaneously, D15 has the malleation phenomenon at the place of giving vent to anger.
In order to make the liquid stabilising in above-mentioned inverted-loop tube or the positive U-shaped pipe, at the port of inverted-loop tube air inlet place D14, be provided with intake-air quantity control apparatus, air inflow that can control piper with positive U-shaped pipe air inlet place C9.
The pipeline material therefor is the most convenient with PVC in the foregoing description, but simultaneously piping material also can be nonmetallic materials such as plastics, cement, pottery, and cast iron, stainless steel and other metal materials.
Adopt method and apparatus of the present invention, can draught head collected and converted into to the kinetic energy of being contained in the liquid, potential energy easily can be with further utilization, especially for aquaculture draw water or water lift in go; And equipment needed thereby is little; Energy conversion rate is high, and is applied widely, non-maintaining.
Though a preferred embodiment of the present invention only has been described, its meaning and unrestricted scope of the present invention, applicability and configuration here.On the contrary, the detailed description to embodiment can make those skilled in the art be able to implement.Will be understood that not departing under the definite spirit and scope of the invention situation of appended claims, can make suitable change and modification some details.
Claims (10)
1. aquaculture water treatment system, this is mainly formed by culturing pond, extracting water facility, water source, and it is characterized in that: extracting water facility is made up of dam and current ability water pump.
2. aquaculture water treatment system according to claim 1; It is characterized in that: described current can have two mouths of a river up and down by water pump; The following mouth of a river is positioned at the last liquid level of dam water; The filling pipe end position is communicated in cultures in the pond, can accomplish drawing water or water lift in culturing the pond by water pump by current, promptly carries flowing water until culturing the pond by the following mouth of a river of current ability water pump to the mouth of a river.
3. aquaculture water treatment system according to claim 2 is characterized in that: described current can be made up of pipeline by water pump, and pipeline is made up of the pipeline more than or two at least; Each pipeline is provided with aperture, this pipeline is placed in the last liquid level in the dam, when the aperture of pipeline is positioned at liquid level following time; In pipeline, can form one section water column; Feed the body of calming the anger this moment in the aperture of pipeline, and work as water column two ends gas pressure intensity not simultaneously, and water column will be to the less end motion of pressure; And the water that moves to the precalculated position can be collected utilization, just the position of filling pipe end.
4. a kind of aquaculture water treatment system according to claim 3 is characterized in that: the air admission hole of pipeline is to the difference in height of liquid level, less than or difference in height much smaller than air admission hole to lower end of duct portion.
5. aquaculture water treatment system according to claim 2 is characterized in that: described current water pump is made up of pipeline, and pipeline is made up of one or more pipeline at least; Each pipeline is provided with aperture, and this pipeline is placed in the liquid, and pipeline one end is under liquid level; And be positioned on the liquid level and the other end outside liquid level the time when the aperture of pipeline, can lead to negative-pressure container, the pressure of negative-pressure gas and the difference of atmospheric pressure are B in the negative-pressure container; On the liquid level Outer Tube section, establish the logical atmosphere of air inlet, air inlet is apart from the difference in height of liquid level; Less than or much smaller than the height that produces the water column that pressure equates with B value, it partly is straight tube that pipeline is higher than air admission hole, establish drainpipe bottom the negative-pressure container; Drainpipe is a hollow large diameter pipe, and under the logical water container liquid level of the drainpipe other end, the water container position is lower than negative-pressure container; With the water column of water container liquid level to negative-pressure container distance from bottom equal altitudes, the pressure values of generation is greater than the B value.Adjusting air inlet air inflow arrives to a certain degree, and gas, water are mixed into pipeline to negative-pressure container, and gas is taken away, and water supplies to utilize to water container through drainpipe again, and is delivered to the breed pond.
6. aquaculture water treatment system as claimed in claim 5 is characterized in that: air admission hole is apart from the difference in height of liquid level, less than or much smaller than negative pressure source of the gas and difference that atmospheric pressure produces the height of corresponding liquid.
7. aquaculture water treatment system as claimed in claim 3; It is characterized in that: the body of calming the anger of current ability water pump comes from a gas collector; It is a positive U-shaped pipe that this device is, and has water inlet place and water outlet place, and the pipe diameter of water outlet place and transverse tube is greater than the pipe diameter of water inlet place; Water inlet place also is air inlet place; Transverse tube top at positive U type pipe is provided with the place of giving vent to anger, and the place of giving vent to anger is positioned at the end of the transverse tube of positive U type pipe near low water level, and water inlet place of this gas collector and water outlet place are arranged in the liquid level up and down of dam head difference respectively.
8. aquaculture water treatment system as claimed in claim 5; It is characterized in that: the body of calming the anger of current ability water pump comes from a gas collector; It is an inverted-loop tube gas collecting apparatus that this device is; Inverted-loop tube has water inlet place and water outlet place water inlet everywhere in the liquid level at a water source, and water outlet is everywhere in sluicing water channel liquid level, and the pipe diameter of water outlet place is greater than the pipe diameter of water inlet place; Be higher than at the transverse tube of inverted U pipe on the duct wall of water water source liquid level into air inlet place is set; Water outlet place also is the place of giving vent to anger, and air inlet place is positioned at the end of the transverse tube of inverted U pipe near low water level, and water inlet place of this gas collector and water outlet place are arranged in the liquid level up and down of aquaculture water treatment head difference respectively.
9. as claimed in claim aquaculture water treatment system is characterized in that: the water in the dam comes from the seawater that the tidal action of ocean is poured into, and the height of water level in the dam is higher than the outer height of water level of dam; Dam also can be overfall in the river or waterwall.
10. as claimed in claim aquaculture water treatment system, it is characterized in that: the dam body of dam has one and more than one check valve, and current can inwardly flow into from outer, and do not allow outside outflow.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102787545A CN102396428A (en) | 2010-09-09 | 2010-09-09 | Aquiculture water treatment system |
| PCT/CN2011/001537 WO2012031461A1 (en) | 2010-09-09 | 2011-09-09 | Air supply device, air-liquid pump with said air supply device and cultivation water processing system for aquaculture |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010102787545A CN102396428A (en) | 2010-09-09 | 2010-09-09 | Aquiculture water treatment system |
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|---|---|
| CN102396428A true CN102396428A (en) | 2012-04-04 |
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| CN2010102787545A Pending CN102396428A (en) | 2010-09-09 | 2010-09-09 | Aquiculture water treatment system |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106332734A (en) * | 2016-10-26 | 2017-01-18 | 中国农业科学院农业资源与农业区划研究所 | Device for maintaining constant negative pressure irrigation |
| CN107023522A (en) * | 2016-01-29 | 2017-08-08 | 北京水创新能科技有限责任公司 | A kind of gas collector and method for discharging pollution |
| CN107023520A (en) * | 2016-01-29 | 2017-08-08 | 北京水创新能科技有限责任公司 | A kind of energy filtering device and energy collecting device |
| CN107593578A (en) * | 2017-11-02 | 2018-01-19 | 青岛大学 | A kind of anti-down streaming automatic feeding water unidirectional control device |
| CN109258544A (en) * | 2018-09-07 | 2019-01-25 | 姜利 | A kind of automatic pollution discharge fish tank capable of changing water and its control method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86203136U (en) * | 1986-05-16 | 1987-08-12 | 清华大学 | Wind-driven self-sucking drawing water unit |
| CN2141059Y (en) * | 1992-10-04 | 1993-08-25 | 刘彬 | Self-pressing solar shower bath |
| CN1092846A (en) * | 1993-11-29 | 1994-09-28 | 郑凤才 | Integrative tide and wave energy power generating apparatus |
| CN2479270Y (en) * | 2001-04-19 | 2002-02-27 | 沈阳利环设备制造有限公司 | Air lift pump |
| JP2006042635A (en) * | 2004-08-02 | 2006-02-16 | Dr Fish Biotech Inc | Automated indoor culture system |
| CN201180697Y (en) * | 2008-03-25 | 2009-01-14 | 北京桑德环境工程有限公司 | Air lift device used for mixed liquid reflux |
| CN101418822A (en) * | 2008-10-28 | 2009-04-29 | 翟爱民 | Complete-tube non-wheel pump |
| CN101725490A (en) * | 2008-10-28 | 2010-06-09 | 翟爱民 | Energy collection and conversion |
-
2010
- 2010-09-09 CN CN2010102787545A patent/CN102396428A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN86203136U (en) * | 1986-05-16 | 1987-08-12 | 清华大学 | Wind-driven self-sucking drawing water unit |
| CN2141059Y (en) * | 1992-10-04 | 1993-08-25 | 刘彬 | Self-pressing solar shower bath |
| CN1092846A (en) * | 1993-11-29 | 1994-09-28 | 郑凤才 | Integrative tide and wave energy power generating apparatus |
| CN2479270Y (en) * | 2001-04-19 | 2002-02-27 | 沈阳利环设备制造有限公司 | Air lift pump |
| JP2006042635A (en) * | 2004-08-02 | 2006-02-16 | Dr Fish Biotech Inc | Automated indoor culture system |
| CN201180697Y (en) * | 2008-03-25 | 2009-01-14 | 北京桑德环境工程有限公司 | Air lift device used for mixed liquid reflux |
| CN101418822A (en) * | 2008-10-28 | 2009-04-29 | 翟爱民 | Complete-tube non-wheel pump |
| CN101725490A (en) * | 2008-10-28 | 2010-06-09 | 翟爱民 | Energy collection and conversion |
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| CN107023522A (en) * | 2016-01-29 | 2017-08-08 | 北京水创新能科技有限责任公司 | A kind of gas collector and method for discharging pollution |
| CN107023520A (en) * | 2016-01-29 | 2017-08-08 | 北京水创新能科技有限责任公司 | A kind of energy filtering device and energy collecting device |
| CN106332734A (en) * | 2016-10-26 | 2017-01-18 | 中国农业科学院农业资源与农业区划研究所 | Device for maintaining constant negative pressure irrigation |
| CN106332734B (en) * | 2016-10-26 | 2022-03-04 | 中国农业科学院农业资源与农业区划研究所 | Device for maintaining constant negative pressure irrigation |
| CN107593578A (en) * | 2017-11-02 | 2018-01-19 | 青岛大学 | A kind of anti-down streaming automatic feeding water unidirectional control device |
| CN109258544A (en) * | 2018-09-07 | 2019-01-25 | 姜利 | A kind of automatic pollution discharge fish tank capable of changing water and its control method |
| CN109258544B (en) * | 2018-09-07 | 2023-11-17 | 姜利 | Automatic pollution discharge water changing fish tank and control method thereof |
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