Yellow diversion drip irrigation inclined plate rhombic precipitation device

Abstract

The utility model relates to the field of water precipitation purification equipment, and particularly discloses a yellow diversion drip irrigation inclined plate rhombic precipitation device. The first baffle, the side plates, the opening, the inclined plate, the precipitation plate and the second baffle are arranged on the frame, when flocculated Yellow River water flows through the frame, large-particle sediments in the flowing water can be deposited on the precipitation plate, and the sediments on the precipitation plate move to the inclined plate under the action of gravity and slide downwards through the inclined plate, so that the sediments in the Yellow River flow can be precipitated. A part of sediments move downwards to be settled through the inclined mud sliding channel, the other part of sediments move downwards to be settled through the vertical mud sliding channel, the first baffle and the second baffle effectively reduce the impact influence of water flow on the sediments in the inclined mud sliding channel and the vertical mud sliding channel, and the situation that flowing water carries flocculation sediments to move is avoided; therefore, the precipitation efficiency of the flocculated precipitate is effectively improved.

Description

Technical Field

[0001] This utility model belongs to the technical field of water sedimentation and purification equipment, specifically relating to a Yellow River drip irrigation inclined plate rhomboid sedimentation device. Background Technology

[0002] Yellow River drip irrigation is a modern agricultural irrigation method that combines Yellow River water resources with drip irrigation technology. It utilizes Yellow River water resources, drawing water to farmland through a pipeline system and then precisely delivering the water to the crop roots via drip irrigation pipes. Compared to traditional irrigation methods, drip irrigation effectively reduces water evaporation and loss, improving water use efficiency. It is particularly suitable for water-scarce areas. This irrigation method not only improves water use efficiency but also reduces soil erosion, improves soil quality, and increases crop yield. Simultaneously, drip irrigation technology reduces the occurrence of pests and diseases, preventing crop leaves from becoming wet and reducing the opportunity for pathogen growth. Furthermore, drip irrigation offers advantages in saving labor and time, making it suitable for the needs of modern agriculture.

[0003] However, before the Yellow River is used for drip irrigation, the diverted Yellow River water needs to be separated from sediment. Most existing sediment separation equipment uses sedimentation tanks, water-sand separators, filters, etc. These devices mostly rely on the water pressure difference generated by power to achieve sedimentation, which is not very economical. Although some sedimentation devices can rely on gravity for natural sedimentation, the water to be settled will flow inside the sedimentation device, affecting the sedimentation efficiency of the sediment inside the device. Utility Model Content

[0004] The purpose of this invention is to provide a rhomboid sedimentation device with inclined plate for drip irrigation of the Yellow River, in order to solve the problem that the movement of water flow will impact the sediment inside the sedimentation device, affecting the separation of sediment from water flow in gravity sedimentation devices, resulting in low sedimentation efficiency.

[0005] To achieve the above objectives, this utility model provides the following technical solution:

[0006] A Yellow River drip irrigation inclined plate rhomboid sedimentation device includes:

[0007] The frame is a hollow cuboid with open ends and bottom. A first baffle is fixedly connected to the middle of each end of the frame. Two side plates that contact the first baffle are fixedly connected inside the frame. The two side plates are respectively arranged on both sides of the first baffle. The first baffle and the two side plates form a vertical mud slide.

[0008] An inclined plate is installed obliquely inside the frame, and an opening is provided at the connection between the side plate and the inclined plate to allow sediment to slide.

[0009] A settling plate is provided, and multiple settling plates are connected to the inclined plate at an angle below it. The settling plates are bent, and there is a gap between the bent part of the settling plate and the inclined plate. There is also a gap between the front end of the bent part of the settling plate and the adjacent settling plate.

[0010] The second baffle is fixedly installed on the frame and is connected to the inclined plate and the sedimentation plate respectively. The gap between the second baffle and the inclined plate and the sedimentation plate forms an inclined mud slide.

[0011] Preferably, the frame, the first baffle, the side plate, the inclined plate, the sedimentation plate, and the second baffle are all made of stainless steel or plastic.

[0012] Preferably, the spacing between adjacent inclined plates is 100-150 mm, and the spacing between adjacent sedimentation plates is 100-150 mm.

[0013] Preferably, the angle between the inclined plate and the vertical plane is 30°, the angle between the inclined plate and the sedimentation plate is 60°, and the bending angle of the sedimentation plate is 120°.

[0014] Preferably, the distance between the bent portion of the sedimentation plate and the inclined plate is 10-15 mm, and the distance between the front end of the bent portion of the sedimentation plate and the adjacent sedimentation plate is 10-15 mm.

[0015] Preferably, the width of the vertical mud slide is 15-20 mm, and the height of the opening is 15-20 mm.

[0016] Compared with the prior art, the beneficial effects of this utility model are:

[0017] This invention, by setting a first baffle, a side plate, an opening, an inclined plate, a sedimentation plate, and a second baffle on a frame, allows flocculated Yellow River water to flow through the frame. Large particles of sediment in the water will be deposited on the sedimentation plate, while the sediment on the sedimentation plate will move to the inclined plate under the action of gravity and slide down through the inclined plate. Some sediment will move down through the inclined mud channel to settle, and other sediment will move down through the vertical mud channel to settle. The first and second baffles effectively reduce the impact of the water flow on the sediment inside the inclined and vertical mud channels, and prevent the water flow from carrying away the flocculated sediment, thereby effectively improving the sedimentation efficiency of the flocculated sediment. Attached Figure Description

[0018] Figure 1 This is a schematic diagram of the overall structure of the present invention. Figure 1 ;

[0019] Figure 2 This is a schematic diagram of the overall structure of the present invention. Figure 2 ;

[0020] Figure 3 This is a schematic diagram of the overall structure of the present invention. Figure 3 ;

[0021] Figure 4 This is a schematic diagram of the overall cross-sectional structure of this utility model;

[0022] In the diagram: 1. Frame; 2. First baffle; 3. Side plate; 4. Opening; 5. Inclined plate; 6. Sedimentation plate; 7. Second baffle. Detailed Implementation

[0023] The technical solutions of the present utility model will be clearly and completely described below with reference to the accompanying drawings of the embodiments. Obviously, the described embodiments are only some embodiments of the present utility model, and not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative effort are within the protection scope of the present utility model.

[0024] Example:

[0025] Please see Figure 1 As shown, a Yellow River drip irrigation inclined plate rhomboid sedimentation device includes:

[0026] The frame 1 is a hollow cuboid with open ends and bottom. A first baffle 2 is fixedly connected to the middle of both ends of the frame 1. Two side plates 3 are fixedly connected inside the frame 1 and contact the first baffle 2. The two side plates 3 are respectively arranged on both sides of the first baffle 2. The first baffle 2 and the two side plates 3 form a vertical mud slide.

[0027] Inclined plate 5 is installed obliquely inside the frame 1, and an opening 4 for the sediment to slide is provided at the connection between the side plate 3 and the inclined plate 5.

[0028] A sedimentation plate 6 is provided, and multiple sedimentation plates 6 are connected to the inclined plate 5 at an angle below. The sedimentation plates 6 are bent, and there is a gap between the bent part of the sedimentation plate 6 and the inclined plate 5. There is also a gap between the front end of the bent part of the sedimentation plate 6 and the adjacent sedimentation plate 6.

[0029] The second baffle 7 is fixedly installed on the frame 1 and is connected to the inclined plate 5 and the sedimentation plate 6 respectively. The gap between the second baffle 7 and the inclined plate 5 and the sedimentation plate 6 forms an inclined mud slide.

[0030] As can be seen from the above, by setting the first baffle 2, side plate 3, opening 4, inclined plate 5, sedimentation plate 6 and second baffle 7 on the frame 1, when the flocculated Yellow River water flows through the interior of the frame 1, the large particles of sediment inside the water will be deposited on the sedimentation plate 6. The sediment on the sedimentation plate 6 will move to the inclined plate 5 under the action of gravity and slide down through the inclined plate 5. Some of the sediment will move down through the inclined mud channel to settle, and the other part of the sediment will move down through the vertical mud channel to settle. The first baffle 2 and the second baffle 7 effectively reduce the impact of the water flow on the sediment inside the inclined mud channel and the vertical mud channel, and prevent the water from carrying the flocculated sediment to move, thereby effectively improving the sedimentation efficiency of the flocculated sediment.

[0031] The frame 1, the first baffle 2, the side plate 3, the inclined plate 5, the sedimentation plate 6, and the second baffle 7 are all made of stainless steel or plastic.

[0032] The spacing between adjacent inclined plates 5 is 100-150mm, the spacing between adjacent sedimentation plates 6 is 100-150mm, the angle between the inclined plate 5 and the vertical plane is 30°, the angle between the inclined plate 5 and the sedimentation plate 6 is 60°, and the bending angle of the sedimentation plate 6 is 120°.

[0033] The distance between the front end of the bent portion of the sedimentation plate 6 and the adjacent sedimentation plate 6 is 10-15 mm.

[0034] The distance between the bent part of the sedimentation plate 6 and the inclined plate 5 is 10-15 mm, allowing the sediment to move within it. At the same time, the smaller distance helps to reduce the impact of flowing water on the sediment.

[0035] The width of the vertical mudslide is 15-20mm, and the height of the opening 4 is 15-20mm. Some of the mud and sand on the inclined plate 5 will flow into the interior of the vertical mudslide through the opening 4.

[0036] All standard parts used in this invention can be purchased from the market, and irregularly shaped parts can be customized according to the description and drawings. The specific connection methods for each part all employ conventional methods such as bolts, rivets, and welding, which are mature technologies in the prior art. The machinery, parts, and equipment all use conventional models in the prior art, and the circuit connections also use conventional connection methods in the prior art, which will not be detailed here. Any content not described in detail in this specification belongs to the prior art known to those skilled in the art.

[0037] In the description of this utility model, the terms "first" and "second" are used for descriptive purposes only and should not be construed as indicating or implying relative importance or implicitly specifying the number of indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. "A plurality of" means two or more, unless otherwise explicitly specified.

[0038] In this utility model, unless otherwise explicitly specified and limited, the terms "installation," "connection," "joining," and "fixing," etc., should be interpreted broadly. For example, they can refer to a fixed connection, a detachable connection, or an integral part; 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; they can refer to the internal communication of two components or the interaction between 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.

[0039] In this utility model, unless otherwise explicitly specified and limited, "above" or "below" the second feature can mean that the first feature is in direct contact with the second feature, or that the first feature is in indirect contact with the second feature through an intermediate medium. Furthermore, "above," "on top of," and "over" the second feature can mean that the first feature is directly above or diagonally above the second feature, or simply that the first feature is at a higher horizontal level than the second feature. "Below," "below," and "under" the second feature can mean that the first feature is directly below or diagonally below the second feature, or simply that the first feature is at a lower horizontal level than the second feature.

[0040] In the description of this specification, the references to terms such as "one embodiment," "some embodiments," "example," "specific example," or "some examples," etc., indicate that a specific feature, structure, material, or characteristic described in connection with that embodiment or example is included in at least one embodiment or example of the present invention. In this specification, the illustrative expressions of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials, or characteristics described may be combined in any suitable manner in one or more embodiments or examples. Moreover, without contradiction, those skilled in the art can combine and integrate the different embodiments or examples described in this specification, as well as the features of different embodiments or examples.

[0041] The accompanying drawings of the embodiments disclosed in this utility model only involve the structures involved in the embodiments disclosed in this utility model. Other structures can refer to the general design. In the absence of conflict, the same embodiment and different embodiments of this utility model can be combined with each other.

Claims

1. A device for sedimentation of inclined plate and rhombic drop irrigation of Yellow River water, characterized in that, The utility model relates to a vertical sludge slide, including: Frame (1), frame (1) is hollow cuboid arrangement, frame (1) both ends and bottom are open arrangement, and the middle part of both ends of frame (1) is fixedly connected with first baffle (2), frame (1) inside is fixedly connected with two side plates (3) of contact with first baffle (2), two side plates (3) are arranged respectively on both sides of first baffle (2), and first baffle (2) and two side plates (3) constitute vertical sludge slide; Inclined plate (5) is installed in the inside of frame (1) and is inclined, and the connecting place of side plate (3) and inclined plate (5) is provided with opening (4) for the sliding of precipitate; Precipitation plate (6) is provided with a plurality of, and a plurality of precipitation plate (6) is connected below the inclination of inclined plate (5), and the bending arrangement of precipitation plate (6) is provided, and the gap between the bending part of precipitation plate (6) and inclined plate (5) is left, and the gap between the front end of bending part of precipitation plate (6) and adjacent precipitation plate (6) is left; Second baffle (7) is fixedly installed on frame (1), and second baffle (7) is connected with inclined plate (5) and precipitation plate (6) respectively, and the gap between second baffle (7) and inclined plate (5) and precipitation plate (6) constitutes inclined sludge slide.

2. The device according to claim 1, characterized in that: Frame (1), first baffle (2), side plate (3), inclined plate (5), precipitation plate (6) and second baffle (7) are all stainless steel or plastic material.

3. The device according to claim 1, wherein: The interval between adjacent inclined plates (5) is 100-150mm, and the interval between adjacent precipitation plates (6) is 100-150mm.

4. The device according to claim 1, wherein: The angle between inclined plate (5) and vertical plane is 30°, the angle between inclined plate (5) and precipitation plate (6) is 60°, and the bending angle of precipitation plate (6) is 120°.

5. The device according to claim 1, wherein: The interval between the bending part of precipitation plate (6) and inclined plate (5) is 10-15mm, and the interval between the front end of bending part of precipitation plate (6) and adjacent precipitation plate (6) is 10-15mm.

6. The device according to claim 1, wherein: The width of vertical sludge slide is 15-20mm, and the height of opening (4) is 15-20mm.

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