Space composite utilization structure combining water conservancy embankment and farmland improvement

By designing a spatial composite utilization structure including new embankments, multi-stage terraces, water guides, transverse drainage channels and longitudinal drainage channels, the problem of water flow at high places cannot be effectively guided and controlled, and effective protection of water and soil and improvement of crop yields have been achieved.

CN222908678UActive Publication Date: 2025-05-27HUBEI XINDASHENG CONSTR CO LTD
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Patent Information

Application Number
CN202421990712.8
Authority / Receiving Office
CN · China
Patent Type
Utility models(China)
Current Assignee / Owner
Filing Date
2024-08-15
Publication Date
2025-05-27
Estimated Expiration
2034-08-15

AI Technical Summary

Technical Problem

The existing spatial composite utilization structure combining water conservancy embankments and farmland remediation cannot be effectively guided and controlled during rainfall or irrigation, resulting in silt and sand washing to low terraces, resulting in soil erosion and decreasing soil fertility, affecting the growth and yield of crops.

Method used

A spatial composite utilization structure including new embankments, multi-stage terraces, water guide channels, transverse drainage channels and longitudinal drainage channels was designed. By setting up sluice gates and water collection pools, the water flow is effectively guided and controlled to avoid silt and sand erosion.

Benefits of technology

It effectively avoids the direct erosion of high water flow to low terraces, reduces the risk of soil erosion and decreasing soil fertility, improves crop yields, and achieves efficient recycling of water resources.

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Abstract

The utility model relates to a water conservancy dike and farmland improvement combined space composite utilization structure which comprises a newly-built dike and a first-level terrace, a second-level terrace and a third-level terrace which are arranged on the two sides of the newly-built dike, water guide channels are arranged along the two sides of the top of the newly-built dike, and the water guide channels communicate with irrigation systems such as peripheral pump stations. Transverse drainage channels are horizontally arranged along the sides, away from the water guide channel, of the first-stage terrace, the second-stage terrace and the third-stage terrace, longitudinal drainage channels enabling water to flow from the water guide channel to the transverse drainage channels are arranged between the water guide channel and the transverse drainage channels in a communicating mode, and first water gates are arranged between the water guide channel and the longitudinal drainage channels. By guiding and controlling the water flow at the high position, the situation that the water flow of the terraced field at the high position carries silt and directly washes the terraced field at the low position, water and soil loss is aggravated, meanwhile, soil fertility is reduced, and the growth and yield of crops are affected is avoided. Meanwhile, irrigation water is effectively utilized, and waste of water resources is reduced.
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Description

Technical Field

[0001] This application relates to the technical field of water conservancy and hydropower engineering construction, and particularly relates to a spatial composite utilization structure combining water conservancy dikes and farmland renovation. Background Art

[0002] In the related art, the Chinese patent with the application number CN202022290953.X proposed a spatial composite utilization structure combining water conservancy dikes and farmland renovation. Based on the original farm road, the water conservancy dike project was heightened and rebuilt. Terraced fields were newly built in the areas of permanent basic farmland that might be involved on both sides of the dike, and the terraced fields were used to replace the dike slopes in the original water conservancy project without occupying the area of permanent basic farmland.

[0003] The above-mentioned related technology has the following defects: When it rains or during irrigation, the water flow at a high place cannot be effectively guided and controlled. The water flow may carry sediment and directly scour the lower terraced fields, resulting in an exacerbation of soil erosion. This will lead to a decline in soil fertility, affecting the growth and yield of crops; and the long-term scouring may cause the soil at the edge of the terraced fields to loosen and collapse, thereby destroying the integrity of the entire terraced field system; at the same time, it will also cause waste of water resources. Utility Model Content

[0004] In order to improve the problem that the water flow of the high terraced fields cannot be effectively guided and controlled when it rains or during irrigation, this application provides a spatial composite utilization structure combining water conservancy dikes and farmland renovation.

[0005] The spatial composite utilization structure combining water conservancy dikes and farmland renovation provided by this application adopts the following technical solutions:

[0006] A spatial composite utilization structure combining water conservancy dikes and farmland renovation includes a newly built dike and first-level terraced fields, second-level terraced fields, and third-level terraced fields arranged on both sides of the newly built dike. Guide channels are arranged along both sides of the top of the newly built dike, and the guide channels are connected to the surrounding pumping stations. Horizontal drainage channels are arranged along the side away from the guide channels of the first-level terraced fields, the second-level terraced fields, and the third-level terraced fields. Vertical drainage channels for enabling water to flow from the guide channels to the horizontal drainage channels are connected between the guide channels and the horizontal drainage channels, and a first sluice is arranged between the guide channels and the vertical drainage channels.

[0007] Furthermore, the vertical drainage channels are vertically arranged between the guide channels and the horizontal drainage channels, and multiple vertical drainage channels are arranged along the newly built dike.

[0008] Furthermore, a catch basin is arranged at the intersection of the horizontal drainage channels and the vertical drainage channels.

[0009] Furthermore, a water pump communicating with the surrounding pumping station is provided in the catch basin that is close to the surrounding pumping station and located within the three-level terraced fields.

[0010] Furthermore, a second sluice gate is provided at the connection between the catch basin and the longitudinal drainage channel, and a third sluice gate is provided at the connection between the catch basin and the transverse drainage channel.

[0011] Furthermore, screen meshes are provided at the connection parts between the catch basin and the transverse drainage channel and the longitudinal drainage channel.

[0012] Furthermore, two slots with opposite opening directions are provided at the connection part between the catch basin and the transverse drainage channel or the longitudinal drainage channel, and the screen mesh is inserted into the two opposite slots.

[0013] In summary, the beneficial technical effects of the present application are as follows:

[0014] During irrigation, when the first sluice gate is opened, the water flow in the water diversion channel reaches the transverse drainage channels of the first-level terraced fields, the second-level terraced fields, and the third-level terraced fields in sequence through the longitudinal drainage channel; during rainfall, the accumulated water in the first-level terraced fields, the second-level terraced fields, and the third-level terraced fields is respectively drained through the transverse drainage channels of the first-level terraced fields, the second-level terraced fields, and the third-level terraced fields, avoiding the situation where the water flow at a high place cannot be effectively guided and controlled, carrying a large amount of sediment and directly scouring the lower terraced fields, resulting in the aggravation of soil erosion and the decline of soil fertility, and affecting the yield of crops. BRIEF DESCRIPTION OF THE DRAWINGS

[0015] Figure 1 is a side view of the overall structure of an embodiment of the present application;

[0016] Figure 2 is a top view of the overall structure of an embodiment of the present application;

[0017] Figure 3 is Figure 2 a partial enlarged schematic view of part A in

[0018] Description of the reference numerals: 1, newly built dike; 11, water diversion channel; 111, first sluice gate; 2, first-level terraced field; 3, second-level terraced field; 4, third-level terraced field; 6, transverse drainage channel; 7, longitudinal drainage channel; 8, catch basin; 81, water pump; 82, second sluice gate; 83, third sluice gate; 84, screen mesh; 841, slot. DETAILED DESCRIPTION OF THE EMBODIMENTS

[0019] The technical solution of the present application will be clearly and completely described below in conjunction with the accompanying drawings. Obviously, the described embodiments are part of the embodiments of the present application, rather than all of them. All other embodiments obtained by those of ordinary skill in the art based on the embodiments in the present application without creative efforts belong to the scope of protection of the present application.

[0020] An embodiment of the present application discloses a spatial composite utilization structure combining a water conservancy dike and farmland renovation. Referring to Figure 1 and Figure 2 , a spatial composite utilization structure combining a water conservancy dike and farmland renovation includes a newly built dike 1 and multiple terraced fields. The multiple terraced fields are specifically the first-level terraced field 2, the second-level terraced field 3, and the third-level terraced field 4 that are simultaneously arranged on both sides of the newly built dike 1. Guide canals 11 are arranged along both sides of the top of the newly built dike 1. Specifically, the guide canals 11 are of concrete structure and are connected to irrigation systems such as surrounding pumping stations. Horizontal drainage canals 6 are horizontally arranged along the side of the first-level terraced field 2, the second-level terraced field 3, and the third-level terraced field 4 that is far from the guide canals 11. Specifically, the horizontal drainage canals 6 are of concrete structure. A longitudinal drainage canal 7 for allowing water to flow from the guide canals 11 to the horizontal drainage canals 6 is connected between the guide canals 11 and the horizontal drainage canals 6. Specifically, the longitudinal drainage canal 7 is of concrete structure, and a first sluice 111 is arranged between the guide canals 11 and the longitudinal drainage canal 7.

[0021] In this way, when irrigating, the first sluice 111 is opened, and the water in the guide canals 11 flows through the longitudinal drainage canal 7 to reach the horizontal drainage canals 6 of the first-level terraced field 2, the horizontal drainage canals 6 of the second-level terraced field 3, and the horizontal drainage canals 6 of the third-level terraced field 4 in sequence; when it rains, the accumulated water in the first-level terraced field 2, the second-level terraced field 3, and the third-level terraced field 4 is respectively drained through the horizontal drainage canals 6 of the first-level terraced field 2, the horizontal drainage canals 6 of the second-level terraced field 3, and the horizontal drainage canals 6 of the third-level terraced field 4, avoiding the situation where the water flow at a high place is not effectively guided and controlled, resulting in a large amount of sediment being directly washed to the lower terraced fields, exacerbating soil erosion and at the same time causing a decline in soil fertility and affecting the yield of crops.

[0022] Specifically, referring to Figure 1 and Figure 2 , the longitudinal drainage canal 7 is vertically arranged between the guide canals 11 and the horizontal drainage canals 6, and multiple longitudinal drainage canals 7 are arranged along the newly built dike, reducing the waste of water resources while facilitating irrigation.

[0023] And referring to Figure 2 and Figure 3 , a catch basin 8 is arranged at the intersection of the horizontal drainage canal 6 and the longitudinal drainage canal 7. Specifically, the catch basin 8 is of concrete structure. The setting of the catch basin 8 can effectively relieve the impact force of the water flow flowing downward from a high place, and at the same time can also play a role in balancing the water flow.

[0024] A water pump 81 connected to the surrounding pumping station is provided in the catch basin 8 that is close to the surrounding pumping station and located within the third-level terraced field 4. In this way, when the remaining irrigation water flows back to the catch basin 8 with the water pump 81 through the lateral drainage channel 6 and the longitudinal drainage channel 7, the water pump 81 can be turned on to pump the returned irrigation water back to the surrounding pumping station, realizing the efficient recycling of water resources.

[0025] Furthermore, referring to Figure 2 and Figure 3 , a second sluice gate 82 is provided at the connection between the catch basin 8 and the longitudinal drainage channel 7, and a third sluice gate 83 is provided at the connection between the catch basin 8 and the lateral drainage channel 6. When needed, the direction and flow rate of the irrigation water can be controlled by closing the second sluice gate 82 and the third sluice gate 83, ensuring the uniform distribution of the irrigation water to meet the irrigation requirements of different areas of the first-level terraced field 2, the second-level terraced field 3, and the third-level terraced field 4. At the same time, the irrigation water can be effectively utilized, reducing water resource waste.

[0026] In addition, screens 84 are provided at the connection parts between the catch basin 8 and the lateral drainage channel 6 and the longitudinal drainage channel 7, which can effectively filter out the sundries in the drainage channels. While facilitating the cleaning of the sundries in the water, it can also effectively prevent the lateral drainage channel 6 and the longitudinal drainage channel 7 from being blocked by sundries.

[0027] Meanwhile, two slots 841 with opposite opening directions are provided at the connection part between the catch basin 8 and the lateral drainage channel 6 or the longitudinal drainage channel 7, and the screen 84 is inserted into the two opposite slots 841 to facilitate the installation of the screen 84 and the replacement of the damaged screen 84.

[0028] The implementation principle of the spatial composite utilization structure combining a water conservancy dike and farmland renovation in the embodiment of the present application is as follows:

[0029] When irrigating, the first sluice gate 111 is opened, and the water flow in the water diversion channel 11 reaches the lateral drainage channels 6 of the first-level terraced field 2, the lateral drainage channels 6 of the second-level terraced field 3, and the lateral drainage channels 6 of the third-level terraced field 4 in sequence through the longitudinal drainage channel 7, ensuring the uniform distribution of the irrigation water to meet the irrigation requirements of different fields, effectively utilizing the irrigation water, reducing water resource waste, and at the same time preventing the water flow on the high terraced fields from directly scouring the low terraced fields, resulting in the aggravation of soil erosion. When it rains, the accumulated water in the first-level terraced field 2, the second-level terraced field 3, and the third-level terraced field 4 is drained through the lateral drainage channels 6 of the first-level terraced field 2, the lateral drainage channels 6 of the second-level terraced field 3, and the lateral drainage channels 6 of the third-level terraced field 4 respectively, avoiding the situation where the water flow at a high place is not effectively guided and controlled, carrying a large amount of sediment and directly scouring the low terraced fields, resulting in the aggravation of soil erosion and the decline of soil fertility, affecting the crop yield.

[0030] Unless otherwise defined, the technical terms or scientific terms used in this application shall have the ordinary meanings as understood by those of ordinary skill in the art to which this application pertains. The terms "first", "second", "third" and similar terms used in the description and claims of this application do not denote any order, quantity or importance, but are only used to distinguish different components. Similar terms such as "a" or "an" do not denote a quantity limitation, but rather denote the presence of at least one. Terms such as "comprising" or "including" mean that the elements or items appearing before "comprising" or "including" cover the elements or items listed after "comprising" or "including" and their equivalents, and do not exclude other elements or items. Terms such as "upper", "lower", "left", "right" are only used to indicate relative positional relationships, and when the absolute position of the object being described changes, the relative positional relationships may also change accordingly.

[0031] The above are all preferred embodiments of this application, and do not limit the protection scope of this application accordingly. Therefore, all equivalent changes made according to the structure, shape and principle of this application shall be covered within the protection scope of this application.

Claims

1. A spatial composite utilization structure combining water conservancy embankment and farmland improvement, characterized in that: The invention comprises a newly built embankment (1) and a first-level terrace (2), a second-level terrace (3) and a third-level terrace (4) arranged on both sides of the newly built embankment (1); a water diversion channel (11) is arranged along both sides of the top of the newly built embankment (1); the water diversion channel (11) is connected to a surrounding pump station; a transverse drainage channel (6) is arranged along the first-level terrace (2), the second-level terrace (3) and the third-level terrace (4) on a side away from the water diversion channel (11); a longitudinal drainage channel (7) is arranged between the water diversion channel (11) and the transverse drainage channel (6) to allow water to flow from the water diversion channel (11) to the transverse drainage channel (6); and a first sluice gate (111) is arranged between the water diversion channel (11) and the longitudinal drainage channel (7).

2. A spatial composite utilization structure combining water conservancy embankment and farmland improvement according to claim 1, characterized in that: The longitudinal drainage channel (7) is vertically arranged between the water diversion channel (11) and the transverse drainage channel (6), and the longitudinal drainage channel (7) is arranged at multiple locations along the newly built embankment.

3. The spatial composite utilization structure combining water conservancy embankment and farmland improvement according to claim 1 is characterized in that: A water collection pool (8) is provided at the intersection of the transverse drainage channel (6) and the longitudinal drainage channel (7).

4. The spatial composite utilization structure combining water conservancy embankment and farmland improvement according to claim 3 is characterized in that: The water collection pool (8) located near the surrounding pumping station and within the three-level terrace (4) is provided with a water pump (81) that is in communication with the surrounding pumping station.

5. The spatial composite utilization structure combining water conservancy embankment and farmland improvement according to claim 3 is characterized in that: A second water gate (82) is provided at the connection between the water collecting pool (8) and the longitudinal drainage channel (7), and a third water gate (83) is provided at the connection between the water collecting pool (8) and the transverse drainage channel (6).

6. The spatial composite utilization structure combining water conservancy embankment and farmland improvement according to claim 5 is characterized in that: Screens (84) are provided at the connecting portions between the water collecting pool (8) and the transverse drainage channel (6) and the longitudinal drainage channel (7).

7. The spatial composite utilization structure combining water conservancy embankment and farmland improvement according to claim 6 is characterized in that: Two slots (841) with opening directions facing each other are provided at the connecting portion between the water collecting pool (8) and the transverse drainage channel (6) or the longitudinal drainage channel (7), and the screen (84) is inserted in the two opposite slots (841).

Citation Information

Patent Citations

  • Space composite utilization structure combining water conservancy embankment and farmland improvement

    CN214033585U