Rotary split drip irrigation tape with anti-clogging emitters

Abstract

The utility model discloses a rotatory shunt formula drip irrigation belt with anti -clogging dripper, including main channel and the pipe wing channel of setting in main channel one side, a plurality of S type turbulence structure is arranged at intervals along its length direction in main channel, S type turbulence structure sets up respectively in the upper top portion and lower bottom portion in main channel, the shunt channel is provided with along its length direction in pipe wing channel, the utility model discloses through S type turbulence structure and spiral water inlet to the silt that has deposited in the sand water flow containing fertilizer and flocculation fertilizer particle carries out re -disturbance and dissolution, reduces the deposition of fertilizer and silt in main channel and blocks up, through the shunt flow channel, the sand water flow containing fertilizer reduces flowing speed in the flowing process, avoids the silt deposition and fertilizer flocculation accumulation because of vortex, through novel anti -clogging dripper, forms the main flow and jet auxiliary channel of outlet position and goes out main channel, carries out the washing to the effluent dripper channel, avoids the dripper blockage that flow channel causes negative pressure suction outside silt.

Description

Technical Field

[0001] This utility model relates to the field of agricultural water-saving irrigation technology, specifically to a rotary diversion drip irrigation tape with anti-clogging drippers. Background Technology

[0002] In arid and semi-arid regions where water resources are scarce, drip irrigation and fertigation technologies offer good economic benefits. However, irrigation water often contains impurities such as fine sand particles and undissolved fertilizers, which can easily cause blockage of the drip irrigation tape with long-term use, leading to uneven water distribution and decreased operational performance of the drip irrigation system.

[0003] Common drip irrigation tapes include labyrinth drip tape and patch drip tape. When using labyrinth drip tape for integrated water and fertilizer irrigation, the fertilizer- and sand-containing water flowing through the labyrinth can easily accumulate and cause blockages at the 90° corners of the flow channel. Furthermore, when the pump shuts off at the end of irrigation, a negative pressure phenomenon occurs within the pipe, causing reverse osmosis at the outlet interface with the soil, leading to soil particles clogging the drippers. When using patch drip tape, the smaller inlet and narrower flow channel of the patch cause fertilizer- and sand-containing water to flow at a slower speed, easily leading to fertilizer flocculation and deposition, blocking the inlet and flow channel. This results in random blockages in the drip tape, affecting the operation of the drip irrigation system.

[0004] Therefore, a new type of rotating diverting drip irrigation tape suitable for use in arid and semi-arid regions was designed to solve the problem of easy clogging of drip irrigation tape in fertigation and extend the service life of drip irrigation tape; the dripper used in conjunction with it is not only anti-clogging but also has a self-cleaning function. Utility Model Content

[0005] To solve the above-mentioned technical problems, the technical solution provided by this utility model is as follows: a rotating diversion drip irrigation tape with anti-clogging drippers, including a main channel and a wing channel disposed on one side of the main channel. An array of S-shaped turbulence structures are arranged at intervals along the length of the main channel. The S-shaped turbulence structures are respectively disposed at the upper top and lower bottom of the main channel. A diversion channel is arranged along the length of the wing channel. The inlet end of the diversion channel is connected to the main channel through a spiral inlet structure. The outlet end of the diversion channel is connected to the outside through an anti-clogging dripper.

[0006] Furthermore, the spiral water inlet structure includes an inclined pipe wall with protruding spiral guide strips on the pipe wall, forming a spiral water inlet channel between the spiral guide strips.

[0007] Furthermore, the diversion channel includes a primary diversion channel, a secondary diversion channel, a primary merging structure, and a secondary merging structure, which are sequentially connected from the spiral inlet structure end to the anti-clogging dripper end.

[0008] Furthermore, the primary diversion channel forms multiple secondary diversion channels after primary diversion, and the secondary diversion channels form multiple tertiary diversion channels after secondary diversion; the primary merging structure gathers the tertiary diversion channels diverted by each secondary diversion channel, and the secondary merging structure gathers the secondary diversion channels.

[0009] Furthermore, the connections between the primary diversion channel, the secondary diversion channel, the primary merging structure, and the secondary merging structure are all rounded arc-acute angle transition connections.

[0010] Furthermore, the anti-clogging dripper includes a main flow channel, a secondary flow channel, and a jet secondary flow channel arranged in a clockwise direction, with a D-shaped flow divider wall between the main flow channel, the secondary flow channel, and the jet secondary flow channel; the main flow channel is arc-shaped, with one end connected to the flow divider channel and the other end connected to the secondary flow channel; the secondary flow channel is straight, with the end furthest from the main flow channel connected to the outside of the pipe wing channel; and the jet secondary flow channel is connected between the main flow channel and the secondary flow channel.

[0011] Furthermore, the inner diameter of the jet secondary channel is smaller than the inner diameter of the main channel, and the inner diameter of the main channel is smaller than the inner diameter of the secondary channel.

[0012] Furthermore, the connection between the main flow channel and the secondary flow channel is a circular arc transition connection, and the secondary flow channel is arranged at a 45° angle at the outlet of the anti-clogging dripper.

[0013] The advantages of this utility model compared with the prior art are as follows: (1) This utility model uses an S-shaped turbulence structure and a spiral inlet to re-disturb and dissolve the sediment and flocculated fertilizer particles in the fertilizer and sand-containing water flow, thereby reducing the deposition and blockage of fertilizer and sediment in the main channel.

[0014] (2) This utility model reduces the flow speed of fertilizer- and sand-containing water during the flow process by diverting the flow channel, thereby reducing the generation of vortices and avoiding the sedimentation of mud and sand and the accumulation of fertilizer flocculation caused by vortices.

[0015] (3) This utility model uses a new type of anti-clogging dripper to make the fertilizer and sand-containing water flow form a main outflow channel and a jet secondary channel at the outlet position, which flushes the outflow dripper channel and avoids dripper blockage caused by negative pressure sucking in external mud and sand. Attached Figure Description

[0016] Figure 1 This is a schematic diagram of the overall structure of a rotary diverting drip irrigation tape with anti-clogging drip head according to this utility model; Figure 2 This is a longitudinal cross-sectional schematic diagram of the S-shaped turbulence structure in a rotating diverter drip irrigation tape with anti-clogging drip head according to this utility model; Figure 3This is a longitudinal and transverse cross-sectional schematic diagram of the spiral inlet of a rotary diverter drip irrigation tape with anti-clogging drip head according to this utility model; Figure 4 This is a detailed structural diagram of the diversion channel in a rotary diversion drip irrigation tape with anti-clogging drip head according to this utility model.

[0017] Figure 5 This is a schematic diagram of the internal structure of the anti-clogging dripper in a rotary diverting drip irrigation tape with an anti-clogging dripper according to this utility model. Detailed Implementation

[0018] To make the objectives, technical solutions, and advantages of the embodiments of this utility model clearer, the technical solutions of the embodiments of this utility model will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some embodiments of this utility model, and not all embodiments. The components of the embodiments of this utility model described and shown in the accompanying drawings can generally be arranged and designed in various different configurations.

[0019] In the description of the embodiments of this utility model, it should be noted that if terms such as "center," "upper," "lower," "left," "right," "vertical," "horizontal," "inner," or "outer" indicate the orientation or positional relationship based on the orientation or positional relationship shown in the accompanying drawings, or the orientation or positional relationship commonly used when the utility model product is in use, they are only for the convenience of describing this utility model and simplifying the description, and do not indicate or imply that the device or element referred to must have a specific orientation, or be constructed and operated in a specific orientation, and therefore should not be construed as a limitation of this utility model. Furthermore, terms such as "first," "second," and "third" are only used to distinguish descriptions and should not be construed as indicating or implying relative importance.

[0020] Furthermore, the use of terms such as "horizontal," "vertical," and "sag" does not imply that the component must be absolutely horizontal or suspended, but rather that it can be slightly tilted. For example, "horizontal" simply means that its direction is more horizontal relative to "vertical," and does not mean that the structure must be completely horizontal, but can be slightly tilted.

[0021] In the description of the embodiments of this utility model, "a plurality of" means at least two.

[0022] In the description of the embodiments of this utility model, it should also be noted that, unless otherwise explicitly specified and limited, the terms "set," "install," "connect," and "link" should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral connection; they can refer to a mechanical connection or an electrical connection; they can refer to a direct connection or an indirect connection through an intermediate medium; and they can refer to the internal connection of two components. Those skilled in the art can understand the specific meaning of the above terms in this utility model according to the specific circumstances.

[0023] Example

[0024] Referring to the accompanying drawings, this embodiment discloses a rotating diversion drip irrigation tape with an anti-clogging dripper 6, including a main channel 1 and a wing channel 3 disposed on one side of the main channel 1. An array of S-shaped turbulence structures 2 are spaced apart along the length of the main channel 1. The S-shaped turbulence structures 2 are respectively disposed at the upper top 2-1 and lower bottom 2-2 within the main channel 1, and the upper top 2-1 and lower bottom 2-2 are disposed on the side wall 2-3 of the main channel 1. A diversion channel 5 is disposed along the length of the wing channel 3. The inlet end of the diversion channel 5 is connected to the main channel 1 through a spiral inlet structure 4, and the outlet end of the diversion channel 5 is connected to the outside through the anti-clogging dripper 6. The spiral inlet structure 4 includes an inclined pipe wall 4-2, on which protruding spiral guide strips 4-1 are disposed, forming a spiral inlet channel between the spiral guide strips 4-1.

[0025] The diversion channel 5 includes a primary diversion channel 5-1, a secondary diversion channel 5-2, a primary merging structure 5-4, and a secondary merging structure 5-5, which are sequentially connected from the spiral inlet structure 4 to the anti-clogging dripper 6. The primary diversion channel 5-1 forms multiple secondary diversion channels 5-2 after primary diversion, and the secondary diversion channels 5-2 form multiple tertiary diversion channels 5-3 after secondary diversion. The primary merging structure 5-4 collects the tertiary diversion channels 5-3 diverted by each secondary diversion channel 5-2, and the secondary merging structure 5-5 collects the primary merging structure 5-4. The connection points of the primary diversion channels 5-1, secondary diversion channels 5-2, primary merging structure 5-4, and secondary merging structure 5-5 are all rounded acute-angle transition connections.

[0026] The anti-clogging dripper 6 includes a main flow channel 6-2, a secondary flow channel 6-4, and a jet secondary flow channel 6-3 arranged clockwise. A D-shaped flow divider wall is provided between the main flow channel 6-2, the secondary flow channel 6-4, and the jet secondary flow channel 6-3. The main flow channel 6-2 is arc-shaped, with one end connected to the flow divider channel 5 and the other end connected to the secondary flow channel 6-4. The secondary flow channel 6-4 is straight, with its end away from the main flow channel 6-2 connected to the outside of the pipe wing channel 3. The jet secondary flow channel 6-3 connects the main flow channel 6-2 and the secondary flow channel 6-4. The inner diameter of the jet secondary flow channel 6-3 is smaller than the inner diameter of the main flow channel 6-2, and the inner diameter of the main flow channel 6-2 is smaller than the inner diameter of the secondary flow channel 6-4. The connection between the main flow channel 6-2 and the secondary flow channel 6-4 is a rounded transition connection. The secondary flow channel 6-4 is arranged at a 45° angle at the outlet of the anti-clogging dripper 6.

[0027] Specific implementation process: When implementing integrated water and fertilizer drip irrigation in arid and semi-arid regions, the fertilizer- and sand-containing water flows into the main channel 1. Passing through the S-shaped turbulence structure 2, the fertilizer- and sand-containing water flows, under the action of the S-shaped turbulence structure, form a vertical vortex flow, which carries the already deposited sediment and flocculated fertilizer back to move and dissolve, flowing into the spiral inlet 4. The spiral guide strips 4-2 further amplify the back-moving and dissolved fertilizer- and sand-containing water flow into a transverse vortex flow, flowing into the diversion channel 5. It is then divided into two channels by the primary diversion channel 5-1, and further divided into four channels by the secondary diversion channel 5-2, before converging by the primary merging structure 5- 3. The two-channel, two-stage merging structure 5-4 merges into one channel. The first and second-stage diversion channels and the first and second-stage merging structure reduce the flow velocity of the water. At the same time, the generation of water vortices is reduced by the sharp-angled bifurcation part of the arc. After the accumulation of silt is reduced, the water flows into the anti-clogging dripper 6. The D-shaped diversion channel 6-1 of the anti-clogging dripper 6 divides the water flow into a coarse jet that passes through the main channel 6-2 and a fine jet that passes through the secondary channel 6-3. The coarse jet and the fine jet collide and clean the wall in the secondary channel 6-4, and the silt blocking the secondary channel 6-4 is washed away with the water flow.

[0028] All standard parts used in this utility model can be purchased from the market, and irregular parts can be customized according to the description and drawings. The specific connection methods of each part adopt mature technologies in the prior art. The contents not described in detail in this specification belong to the prior art known to those skilled in the art.

[0029] The present invention and its embodiments have been described above. This description is not restrictive, and the accompanying drawings are only one embodiment of the present invention; the actual structure is not limited thereto. In conclusion, if those skilled in the art are inspired by this description and design similar structures and embodiments without departing from the inventive spirit of the present invention, such designs should fall within the protection scope of the present invention.

Claims

1. A rotating diverging drip irrigation tape with anti-clogging emitters, characterized in that, It includes a main channel and a wing channel located on one side of the main channel. The main channel has an array of S-shaped turbulence structures spaced along its length. The S-shaped turbulence structures are respectively located at the top and bottom of the main channel. The wing channel has a diversion channel along its length. The inlet end of the diversion channel is connected to the main channel through a spiral inlet structure, and the outlet end of the diversion channel is connected to the outside through an anti-clogging dripper.

2. The rotary diverting drip irrigation tape with anti-clogging dripper as described in claim 1, characterized in that, The spiral water inlet structure includes an inclined pipe wall with raised spiral guide strips on the pipe wall, forming a spiral water inlet channel between the spiral guide strips.

3. The rotary diverting drip irrigation tape with anti-clogging dripper as described in claim 1, characterized in that, The diversion channel includes a primary diversion channel, a secondary diversion channel, a primary merging structure, and a secondary merging structure, which are sequentially connected from the spiral inlet structure end to the anti-clogging dripper end.

4. A rotary diverting drip irrigation tape with anti-clogging drippers according to claim 3, characterized in that, The primary diversion channel forms multiple secondary diversion channels after primary diversion, and the secondary diversion channels form multiple tertiary diversion channels after secondary diversion; the primary merging structure gathers the tertiary diversion channels from each secondary diversion channel, and the secondary merging structure gathers the secondary diversion channels.

5. A rotary diverting drip irrigation tape with anti-clogging drippers according to claim 3, characterized in that, The connections between the primary diversion channel, the secondary diversion channel, the primary merging structure, and the secondary merging structure are all rounded acute-angle transition connections.

6. A rotary diverting drip irrigation tape with anti-clogging drippers according to claim 1, characterized in that, The anti-clogging dripper includes a main flow channel, a secondary flow channel, and a jet secondary flow channel arranged in a clockwise direction. A D-shaped flow divider wall is provided between the main flow channel, the secondary flow channel, and the jet secondary flow channel. The main flow channel is arc-shaped, with one end connected to the flow divider channel and the other end connected to the secondary flow channel. The secondary flow channel is straight, with the end away from the main flow channel connected to the outside of the pipe wing channel. The jet secondary flow channel is connected between the main flow channel and the secondary flow channel.

7. A rotary diverting drip irrigation tape with anti-clogging drippers according to claim 6, characterized in that, The inner diameter of the jet secondary channel is smaller than the inner diameter of the main channel, and the inner diameter of the main channel is smaller than the inner diameter of the secondary channel.

8. A rotary diverting drip irrigation tape with anti-clogging drippers according to claim 7, characterized in that, The connection between the main flow channel and the secondary flow channel is a rounded transition connection, and the secondary flow channel is arranged at a 45° angle at the outlet of the anti-clogging dripper.

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