CN205276231U - Be applied to rivers lifting irrigation's husky water intake device of row - Google Patents
Be applied to rivers lifting irrigation's husky water intake device of row Download PDFInfo
- Publication number
- CN205276231U CN205276231U CN201521023169.5U CN201521023169U CN205276231U CN 205276231 U CN205276231 U CN 205276231U CN 201521023169 U CN201521023169 U CN 201521023169U CN 205276231 U CN205276231 U CN 205276231U
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- rivers
- water
- sedimentation tank
- channel
- precipitation tank
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Abstract
The utility model discloses a be applied to rivers lifting irrigation's husky water intake device of row, including reservoir chamber, second grade sedimentation tank, one -level sedimentation tank, the fetch water canal and the canal that catchments, the canal that catchments be the bend setting, one end is the outlet, the other end is the intake, it sets up the water intaking canal to catchment the canal middle section, the one -level sedimentation tank is connected to the water intaking canal other end, and one -level sedimentation tank intercommunication second grade sedimentation tank sets up the suction pump and is connected to the reservoir chamber in the second grade sedimentation tank, the one -level sedimentation tank in set up the sewage pump, the water inlet department of one -level sedimentation tank set up the level filtering net, the delivery port department of second grade sedimentation tank sets up the second grade filter screen. The utility model discloses can satisfy different areas and use, solved in the suction pump silt block with clearance silt cycle and the too high problem of cost, through silt classifying filtration, subside, recycle the maintenance cost that technological means that the sewage pump took silt out sedimentation tank reduces rivers lifting irrigation system.
Description
Technical field
The utility model belongs to agricultural irrigation equipment technical field, is specifically related to a kind of sand discharge water fetching device being applied to rivers lifting irrigation.
Background technology
Along with the progress of scientific technological advance and the mankind, the mankind more and more rely on the impact that agricultural is produced by science and technology, the realization of modern agriculture civilization, not only meet the mankind to the demand of the energy, resource, have also promoted economic growth simultaneously. Modern agriculture civil zone is not only a kind of new forms of energy to contemporary mankind, especially the new revolution of economic morphological transformation again after the Industrial Revolution. What Irrigation farming developed under overall background becomes better and better, and various irrigation rig occurs in succession, and water pump occupies extremely important status in lifting irrigation.
The problem using at present pumping for water pump maximum is exactly that silt blocks, and water pump gently is then stopped work after being blocked by silt, heavy then burn out motor, affects and normally produces and bring serious financial loss. This kind of problem is drawn water in river basin and is bothered especially, and rivers are all bigger by affecting rainy season containing quantity of sand and mud, and in pump process, pump damage probability is bigger, and even several months half a year must more water-change pump again.
In order to address this problem, present great majority are all at a construction sedimentation basin that draws water, then regularly clear up bottom pond, but due to relatively big containing quantity of sand and mud in rivers, just need cleaning silt in the short period of time, produce high maintenance cost like this, add labour cost, and various places condition is different, cleaning difficulty is very big, safeguards all more difficult.
Practical novel content
The purpose of this utility model is to provide a kind of sand discharge water fetching device being applied to rivers lifting irrigation.
The purpose of this utility model realizes like this, comprise reservoir chamber, second-level settling pond, first stage precipitation tank, water intaking channel and braiding channel, described braiding channel is that bend is arranged, one end is water port, the other end is intake, described braiding channel stage casing arranges water intaking channel, the described water intaking channel the other end connects first stage precipitation tank, first stage precipitation tank is connected second-level settling pond, lift pump is set in second-level settling pond and is connected to reservoir chamber, in described first stage precipitation tank, sump pump is set, the water inlet of described first stage precipitation tank arranges single filter net, the water outlet of described second-level settling pond arranges cascade filtration net.
The utility model can meet different areas and use, solve silt in lift pump to block and cleaning silt cycle and the too high problem of cost, by silt classified filtering, sedimentation, silt is extracted out the technique means of settling tank to reduce the maintenance cost of rivers water pumping irrigation system by recycling sump pump.
Accompanying drawing explanation
Fig. 1 is the utility model one-piece construction schematic diagram;
In figure: 1-reservoir chamber, 2-second-level settling pond, 3-first stage precipitation tank, 4-water intaking channel, 5-single filter net, 6-cascade filtration net, 7-braiding channel, 8-intake, 9-gate valve, 10-water port.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail, but is limited by the utility model never in any form, instructs any conversion done based on the utility model, all falls into the utility model protection domain.
As shown in Figure 1, the utility model comprises reservoir chamber 1, second-level settling pond 2, first stage precipitation tank 3, water intaking channel 4 and braiding channel 7, described braiding channel 7 is arranged in bend, one end is intake 8, the other end is water port 10, described braiding channel 7 stage casing arranges water intaking channel 4, described water intaking channel 4 the other end connects first stage precipitation tank 3, first stage precipitation tank 3 is connected second-level settling pond 2, lift pump is set in second-level settling pond 2 and is connected to reservoir chamber 1, in described first stage precipitation tank 3, sump pump is set, the water inlet of described first stage precipitation tank 3 arranges single filter net 5, the water outlet of described second-level settling pond 2 arranges cascade filtration net 6.
On described braiding channel 7, the position between water port 10 and water intaking channel 4 arranges gate valve 9.
Gap is left between described gate valve 9 and braiding channel 7.
Described intake 8 and water port 10 are all arranged towards water source.
Described intake 8 place arranges filtering net.
The volume of described first stage precipitation tank 3 is less than the volume of second-level settling pond 2.
The upper edge of described first stage precipitation tank 3 with on second-level settling pond 2 along concordant setting, the degree of depth of first stage precipitation tank 3 is less than second-level settling pond 2 degree of depth.
The crooked radian of described braiding channel 7 is 0 ~ 10 ��.
The degree of depth of described braiding channel 7 is greater than the degree of depth of water intaking channel 4, on described water intaking channel 4 along with on braiding channel 7 along concordant setting.
Described sump pump is arranged at mid-way bottom first stage precipitation tank 3.
Principle of work of the present utility model and process:
Building in use procedure, should first dig and build braiding channel 7, its water port 10 and intake 8 should be bending, arranging towards rivers, be convenient to the water intaking of korneforos, the Congjiang and unnecessary water is expelled back in rivers again, and intake 8 should add filter screen, then it is exactly dig to build water intaking channel 4, its role is to less containing quantity of sand and mud compared with the water of braiding channel 7 li of the water got, water intaking channel 4 end is first stage precipitation tank 3 and second-level settling pond 2, and the volume of two settling tanks and the degree of depth should increase progressively step by step; Water intaking channel 4 and first stage precipitation tank 3 junction are single filter nets 5, and first stage precipitation tank 3 and second-level settling pond 2 connectivity part (i.e. second-level settling pond 2 water outlet) are cascade filtration nets 6; It is finally the construction of reservoir chamber 1 and the laying of gate valve 9 and pipeline. Water, after one-level precipitation and two-stage precipitation, then by the work of sump pump, thus reaches the object of sand discharge desilt, to improve the work-ing life of lift pump and to reduce the maintenance cost of system of drawing water.
Claims (10)
1. one kind is applied to the sand discharge water fetching device of rivers lifting irrigation, comprise reservoir chamber (1), second-level settling pond (2), first stage precipitation tank (3), water intaking channel (4) and braiding channel (7), it is characterized in that: described braiding channel (7) is arranged in bend, one end is intake (8), the other end is water port (10), described braiding channel (7) stage casing arranges water intaking channel (4), described water intaking channel (4) the other end connects first stage precipitation tank (3), first stage precipitation tank (3) is connected second-level settling pond (2), lift pump is set in second-level settling pond (2) and is connected to reservoir chamber (1), in described first stage precipitation tank (3), sump pump is set, the water inlet of described first stage precipitation tank (3) arranges single filter net (5), the water outlet of described second-level settling pond (2) arranges cascade filtration net (6).
2. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1, is characterized in that: on described braiding channel (7), the position being positioned between water port (10) and water intaking channel (4) arranges gate valve (9).
3. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 2, is characterized in that: leave gap between described gate valve (9) and braiding channel (7).
4. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1, is characterized in that: described intake (8) and water port (10) are all arranged towards water source.
5. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1 or 4, is characterized in that: described intake (8) place arranges filtering net.
6. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1, is characterized in that: the volume of described first stage precipitation tank (3) is less than the volume of second-level settling pond (2).
7. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1 or 6, it is characterized in that: the upper edge of described first stage precipitation tank (3) with on second-level settling pond (2) along concordant setting, the degree of depth of first stage precipitation tank (3) is less than second-level settling pond (2) degree of depth.
8. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1, is characterized in that: the crooked radian of described braiding channel (7) is 0 ~ 10 ��.
9. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1 or 8, is characterized in that: the degree of depth of described braiding channel (7) is greater than the degree of depth of water intaking channel (4), described water intaking channel (4) upper along with on braiding channel (7) along concordant setting.
10. the sand discharge water fetching device being applied to rivers lifting irrigation according to claim 1, is characterized in that: described sump pump is arranged at mid-way, first stage precipitation tank (3) bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521023169.5U CN205276231U (en) | 2015-12-11 | 2015-12-11 | Be applied to rivers lifting irrigation's husky water intake device of row |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521023169.5U CN205276231U (en) | 2015-12-11 | 2015-12-11 | Be applied to rivers lifting irrigation's husky water intake device of row |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205276231U true CN205276231U (en) | 2016-06-01 |
Family
ID=56060815
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521023169.5U Expired - Fee Related CN205276231U (en) | 2015-12-11 | 2015-12-11 | Be applied to rivers lifting irrigation's husky water intake device of row |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205276231U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630439A (en) * | 2017-09-20 | 2018-01-26 | 重庆交通大学 | A kind of river method for fetching water beneficial to sand discharge processing |
| CN108086264A (en) * | 2017-11-25 | 2018-05-29 | 党海愚 | Intensive flooded channel |
| CN114307378A (en) * | 2020-09-29 | 2022-04-12 | 金祥法 | Non-full-flow filtering device and method for sand-containing water |
-
2015
- 2015-12-11 CN CN201521023169.5U patent/CN205276231U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107630439A (en) * | 2017-09-20 | 2018-01-26 | 重庆交通大学 | A kind of river method for fetching water beneficial to sand discharge processing |
| CN108086264A (en) * | 2017-11-25 | 2018-05-29 | 党海愚 | Intensive flooded channel |
| CN114307378A (en) * | 2020-09-29 | 2022-04-12 | 金祥法 | Non-full-flow filtering device and method for sand-containing water |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160601 Termination date: 20201211 |