Divided-flow type anti-leakage flow collecting device for water and soil conservation runoff plot

Abstract

The utility model discloses a water and soil conservation runoff plot flow dividing type anti-leakage flow collecting device. The device comprises a first-stage flow dividing pool, a second-stage flow dividing pool and a flow collecting pool. According to the water and soil conservation runoff plot flow dividing type anti-leakage flow collecting device, the first stainless steel flow dividing pool, the second stainless steel flow dividing pool and the stainless steel flow collecting pool which serve as inner container structures are arranged, and water seepage can be effectively prevented. Moreover, the first V-shaped flow dividing hole and the second V-shaped flow dividing hole which are equal in height as well as the third V-shaped flow dividing hole and the fourth V-shaped flow dividing hole which are equal in height are formed, so that the water flow in the flow collecting pool is 1 / 25 of that of the first-stage flow dividing pool. Meanwhile, the first drainage valve and the second drainage valve are distributed at intervals along the height of the first-stage diversion pool, so that the corresponding drainage valve can be started according to the height of sediment deposited in the first-stage diversion pool. By means of the arrangement, the water and soil loss monitoring requirements under various rainwater amount conditions can be met, and the requirements for high precision and high reliability in the water and soil loss monitoring field are met.

Description

Technical Field

[0001] The present application belongs to the technical field of soil and water conservation, and in particular relates to a soil and water conservation runoff sub-division diversion type anti-seepage collecting device. Background Art

[0002] In the prior art, especially in the field of soil erosion location observation and soil erosion monitoring technology, the design of the diversion pool and the collection pool structure is crucial to the accuracy of the monitoring data. The related technology provides a new diversion collection pool structure, which forms the diversion pool and the collection pool by adopting a wall structure. However, although the structure achieves effective separation and collection of runoff to a certain extent, its wall structure still faces the challenge of water seepage in design.

[0003] Specifically, as a partition unit, the wall structure is prone to water seepage under the influence of water flow and environmental factors for a long time. This water seepage phenomenon not only leads to inaccurate measurement of water flow, but also may cause deviations in monitoring data, thereby affecting the accuracy of soil and water loss monitoring. In addition, water seepage may also aggravate the erosion of the wall structure, shorten its service life, and increase maintenance costs. Utility Model Content

[0004] The present application provides a diversion-type anti-seepage collecting device for soil and water conservation runoff. Both the diversion pool and the collecting pool are provided with a stainless steel inner liner structure, which can effectively prevent water seepage to meet the requirements of high precision and high reliability in the field of soil and water loss monitoring.

[0005] In order to achieve the above application purpose, the technical solution adopted in this application is as follows:

[0006] The embodiment of the present application provides a soil and water conservation runoff subdivision diversion type anti-seepage collecting device, comprising: a primary diversion pool, a secondary diversion pool and a collecting pool arranged adjacent to each other in sequence;

[0007] The primary diversion pool includes a first wall diversion pool and a first stainless steel diversion pool as an inner tank, and the first stainless steel diversion pool is fixedly connected to the first wall diversion pool;

[0008] The secondary diversion pool includes a second wall diversion pool and a second stainless steel diversion pool as an inner tank, and the second stainless steel diversion pool is fixedly connected to the second wall diversion pool;

[0009] The collecting tank includes a wall collecting tank and a stainless steel collecting tank as an inner tank, and the stainless steel collecting tank is fixedly connected to the wall collecting tank;

[0010] The primary diverter pool is further provided with a first diverter plate and a second diverter plate, the first diverter plate is located at the side away from the runoff area, and four first V-shaped diverter holes are opened on the first diverter plate, the second diverter plate is located between the primary diverter pool and the secondary diverter pool, and one second V-shaped diverter hole is opened on the second diverter plate, and all the first V-shaped diverter holes and the second V-shaped diverter holes are at the same height;

[0011] The secondary diverter pool is further provided with a third diverter plate and a fourth diverter plate. The third diverter plate is located at the side away from the runoff area. Four third V-shaped diverter holes are opened on the third diverter plate. The fourth diverter plate is located between the secondary diverter pool and the collecting pool. One fourth V-shaped diverter hole is opened on the fourth diverter plate. All the third V-shaped diverter holes and the fourth V-shaped diverter holes are at the same height.

[0012] The first-level diversion pool is also connected to a water inlet pipe, and a first drain valve and a second drain valve are also provided on the side of the first-level diversion pool, and the first drain valve and the second drain valve are distributed at intervals along the height of the first-level diversion pool;

[0013] There are also scale lines in the primary diversion pool, the secondary diversion pool and the collecting pool.

[0014] Optionally, the first stainless steel diversion pool includes a first bottom plate and four first side plates, the first bottom plate and the four first side plates are welded, and all welds are sealed with glass glue;

[0015] The tops of the four first side panels and the first wall diversion pool are sealed with glass glue.

[0016] Optionally, the first diverter plate and corresponding side plates among the four first side plates are connected by welding, and the welds are sealed by glass glue.

[0017] Optionally, the second diverter plate is connected to a corresponding side plate among the four first side plates by welding, and the weld is sealed by glass glue.

[0018] Optionally, the second stainless steel diversion pool includes a second bottom plate and four second side plates, the second bottom plate and the four second side plates are welded, and all welds are sealed with glass glue;

[0019] The tops of the four second side panels and the second wall diversion pool are sealed with glass glue.

[0020] Optionally, the third manifold plate and corresponding side plates among the four second side plates are connected by welding, and the welds are sealed by glass glue.

[0021] Optionally, the fourth manifold plate and corresponding side plates among the four second side plates are connected by welding, and the welds are sealed by glass glue.

[0022] Optionally, the internal length of the primary diversion pool is 1.2 meters, the width is 1 meter, and the distance from the bottom to the first V-shaped diversion hole is 1 meter.

[0023] Optionally, an aluminum alloy cover plate is used to cover the primary diversion pool, the secondary diversion pool and the collecting pool.

[0024] Compared with the prior art, the beneficial effects of the embodiments of the present application are:

[0025] The embodiment of the present application provides a soil and water conservation runoff subdivision diversion anti-seepage collecting device, which can effectively prevent water seepage by setting a first stainless steel diverter pool, a second stainless steel diverter pool and a stainless steel collecting pool as an inner tank structure. In addition, by setting the first V-shaped diverter hole and the second V-shaped diverter hole of equal height, and the third V-shaped diverter hole and the fourth V-shaped diverter hole of equal height, the water flow in the collecting pool is 1 / 25 of the primary diverter pool. Among them, the scale line is convenient for observing the water volume. At the same time, the first drain valve and the second drain valve are distributed at intervals along the height of the primary diverter pool, so that the corresponding drain valve can be activated according to the height of the sediment deposited in the primary diverter pool. Such a setting can meet the soil and water loss monitoring requirements under various rainfall conditions, and meet the needs of high precision and high reliability in the field of soil and water loss monitoring. BRIEF DESCRIPTION OF THE DRAWINGS

[0026] In order to more clearly illustrate the technical solutions in the embodiments of the present application, the drawings required for use in the embodiments or the description of the prior art will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the present application. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying any creative work.

[0027] Figure 1 A schematic structural diagram of a soil and water conservation runoff subdivision anti-seepage collecting device provided in an embodiment of the present application is shown.

[0028] Illustration Description:

[0029] 10. Primary diversion pool; 11. First wall diversion pool; 12. First stainless steel diversion pool; 13. First diversion plate; 14. First V-shaped diversion hole; 15. Second diversion plate; 16. Second V-shaped diversion hole; 17. Water inlet pipe; 18. First drain valve; 19. Second drain valve; 20. Secondary diversion pool; 21. Second wall diversion pool; 22. Second stainless steel diversion pool; 23. Third diversion plate; 24. Third V-shaped diversion hole; 25. Fourth diversion plate; 26. Fourth V-shaped diversion hole; 30. Collecting pool; 31. Wall collecting pool; 32. Stainless steel collecting pool; 40. Glass glue. DETAILED DESCRIPTION

[0030] In order to make the technical problems, technical solutions and beneficial effects to be solved by the present application more clearly understood, the present application is further described in detail below in conjunction with the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present application and are not used to limit the present application.

[0031] It should be noted that when an element is referred to as being "fixed to" or "disposed on" another element, it can be directly on the other element or indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or indirectly connected to the other element.

[0032] In addition, the terms "first" and "second" are used for descriptive purposes only and should not be understood as indicating or implying relative importance or implicitly indicating the number of the indicated technical features. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of the features. In the description of this application, the meaning of "plurality" is two or more, unless otherwise clearly and specifically defined.

[0033] In order to illustrate the technical solution described in this application, a specific embodiment is provided below for illustration.

[0034] See also Figure 1 As shown, an embodiment of the present application provides a soil and water conservation runoff subdivision-type anti-seepage collecting device, comprising: a primary diversion pool 10, a secondary diversion pool 20 and a collecting pool 30 which are arranged adjacent to each other in sequence.

[0035] The primary diverter pool 10 includes a first wall diverter pool 11 and a first stainless steel diverter pool 12 as an inner tank, and the first stainless steel diverter pool 12 is fixedly connected to the first wall diverter pool 11. For example, when the first wall diverter pool 11 is cast, the first stainless steel diverter pool 12 is placed in the first wall diverter pool 11 to form an inner tank structure.

[0036] The secondary diverter pool 20 includes a second wall diverter pool 21 and a second stainless steel diverter pool 22 as an inner tank, and the second stainless steel diverter pool 22 is fixedly connected to the second wall diverter pool 21. For example, when the second wall diverter pool 21 is cast, the second stainless steel diverter pool 22 is placed in the second wall diverter pool 21 to form an inner tank structure.

[0037] The collecting pool 30 includes a wall collecting pool 31 and a stainless steel collecting pool 32 as an inner tank, and the stainless steel collecting pool 32 is fixedly connected to the wall collecting pool 31. For example, when the wall collecting pool 31 is cast, the stainless steel collecting pool 32 is placed in the wall collecting pool 31 to form an inner tank structure.

[0038] The primary diverter pool 10 is also provided with a first diverter plate 13 and a second diverter plate 15. The first diverter plate 13 is located at the side away from the runoff area. Four first V-shaped diverter holes 14 are provided on the first diverter plate 13. The second diverter plate 15 is located between the primary diverter pool 10 and the secondary diverter pool 20. One second V-shaped diverter hole 16 is provided on the second diverter plate 15. All the first V-shaped diverter holes 14 and the second V-shaped diverter holes 16 are at the same height. In other words, when the primary diverter pool 10 is full of water and overflows, the overflow of the second V-shaped diverter hole 16 is 1 / 5 of the total overflow of the primary diverter pool 10.

[0039] The secondary diverter pool 20 is also provided with a third diverter plate 23 and a fourth diverter plate 25. The third diverter plate 23 is located at the side away from the runoff area. Four third V-shaped diverter holes 24 are provided on the third diverter plate 23. The fourth diverter plate 25 is located between the secondary diverter pool 20 and the collecting pool 30. One fourth V-shaped diverter hole 26 is provided on the fourth diverter plate 25. All third V-shaped diverter holes 24 and fourth V-shaped diverter holes 26 are at the same height. In other words, when the secondary diverter pool 20 is full of water and overflows, the overflow of the fourth V-shaped diverter hole 26 is 1 / 5 of the total overflow of the secondary diverter pool 20.

[0040] The primary diversion pool 10 is also connected to a water inlet pipe 17. For example, rainwater from the runoff area is collected and flows into the primary diversion pool 10 from the water inlet pipe 17.

[0041] The first drain valve 18 and the second drain valve 19 are also provided on the side of the primary diversion pool 10, and the first drain valve 18 and the second drain valve 19 are spaced apart along the height of the primary diversion pool 10. For example, when there is less sediment deposited in the primary diversion pool 10, the second drain valve 19 at a lower position can be activated to drain the water. For example, when there is more sediment deposited in the primary diversion pool 10, the first drain valve 18 at a higher position can be activated to drain the water, so as to avoid the second drain valve 19 being blocked and unable to drain the water.

[0042] Scale lines are also provided in the primary diversion pool 10, the secondary diversion pool 20 and the collecting pool 30. The scale lines facilitate observation of the water volume.

[0043] In summary, the embodiment of the present application provides a soil and water conservation runoff subdivision diversion anti-seepage collecting device, which can effectively prevent water seepage by setting a first stainless steel diverter pool 12, a second stainless steel diverter pool 22 and a stainless steel collecting pool 32 as an inner tank structure. In addition, by setting the first V-shaped diverter hole 14 and the second V-shaped diverter hole 16 of equal height, and the third V-shaped diverter hole 24 and the fourth V-shaped diverter hole 26 of equal height, the water flow in the collecting pool 30 is 1 / 25 of the primary diverter pool 10. Among them, the scale line is convenient for observing the water volume. At the same time, the first drain valve 18 and the second drain valve 19 are distributed at intervals along the height of the primary diverter pool 10, so that the corresponding drain valve can be activated according to the height of the sediment deposited in the primary diverter pool 10. Such a setting can meet the soil and water loss monitoring requirements under various rainfall conditions, and meet the needs of high precision and high reliability in the field of soil and water loss monitoring.

[0044] In some embodiments, the first stainless steel diversion pool 12 includes a first bottom plate and four first side plates, the first bottom plate and the four first side plates are welded, and all welds are sealed with glass glue 40. The tops of the four first side plates and the first wall diversion pool 11 are all sealed with glass glue 40.

[0045] In some embodiments, the first diverter plate 13 is connected to corresponding side plates among the four first side plates by welding, and the weld is sealed by glass glue 40 .

[0046] In some embodiments, the second manifold plate 15 is connected to corresponding side plates among the four first side plates by welding, and the welds are sealed by glass glue 40 .

[0047] In some embodiments, the second stainless steel diverter pool 22 includes a second bottom plate and four second side plates, the second bottom plate and the four second side plates are welded, and all welds are sealed with glass glue 40. The tops of the four second side plates and the second wall diverter pool 21 are sealed with glass glue 40.

[0048] In some embodiments, the third manifold plate 23 is connected to corresponding side plates among the four second side plates by welding, and the weld is sealed by glass glue 40 .

[0049] In some embodiments, the fourth manifold plate 25 is welded to corresponding side plates among the four second side plates, and the welds are sealed with glass glue 40 .

[0050] In some embodiments, the inner length of the primary diversion pool 10 is 1.2 meters, the width is 1 meter, and the distance from the bottom to the first V-shaped diversion hole 14 is 1 meter.

[0051] In some embodiments, an aluminum alloy cover plate is used to cover the primary diversion pool 10 , the secondary diversion pool 20 and the collecting pool 30 .

[0052] The embodiments described above are only used to illustrate the technical solutions of the present application, rather than to limit them. Although the present application has been described in detail with reference to the aforementioned embodiments, a person skilled in the art should understand that the technical solutions described in the aforementioned embodiments may still be modified, or some of the technical features may be replaced by equivalents. Such modifications or replacements do not deviate the essence of the corresponding technical solutions from the spirit and scope of the technical solutions of the embodiments of the present application, and should all be included in the protection scope of the present application.

Claims

1. A soil and water conservation runoff subdivision diversion anti-leakage flow collecting device, characterized in that: include: A primary diversion pool, a secondary diversion pool and a collection pool are arranged adjacent to each other in sequence; The primary diversion pool includes a first wall diversion pool and a first stainless steel diversion pool as an inner tank, and the first stainless steel diversion pool is fixedly connected to the first wall diversion pool; The secondary diverter pool includes a second wall diverter pool and a second stainless steel diverter pool as an inner tank, and the second stainless steel diverter pool is fixedly connected to the second wall diverter pool; The collecting tank includes a wall collecting tank and a stainless steel collecting tank as an inner tank, and the stainless steel collecting tank is fixedly connected to the wall collecting tank; The primary diverter pool is further provided with a first diverter plate and a second diverter plate, wherein the first diverter plate is located at a side away from the runoff area, and the first diverter plate is provided with four first V-shaped diverter holes, and the second diverter plate is located between the primary diverter pool and the secondary diverter pool, and the second diverter plate is provided with one second V-shaped diverter hole, and all the first V-shaped diverter holes and the second V-shaped diverter holes are of the same height; The secondary flow diversion pool is further provided with a third flow diversion plate and a fourth flow diversion plate, wherein the third flow diversion plate is located at a side away from the runoff area, and the third flow diversion plate is provided with four third V-shaped flow diversion holes, and the fourth flow diversion plate is located between the secondary flow diversion pool and the flow collecting pool, and the fourth flow diversion plate is provided with one fourth V-shaped flow diversion hole, and all the third V-shaped flow diversion holes and the fourth V-shaped flow diversion holes are of the same height; The first-level diversion pool is also connected to a water inlet pipe, and a first drain valve and a second drain valve are also provided on the side of the first-level diversion pool, and the first drain valve and the second drain valve are spaced apart along the height of the first-level diversion pool; The first-level diversion pool, the second-level diversion pool and the collecting pool are also provided with scale lines.

2. A soil and water conservation runoff subdivision diversion anti-seepage flow collecting device according to claim 1, characterized in that: The first stainless steel diversion pool comprises a first bottom plate and four first side plates, the first bottom plate and the four first side plates are welded, and all welds are sealed with glass glue; The tops of the four first side panels and the first wall diversion pool are sealed with glass glue.

3. A soil and water conservation runoff subdivision diversion anti-seepage and flow collection device according to claim 2, characterized in that: The first splitter plate is connected to a corresponding side plate among the four first side plates by welding, and the weld is sealed by glass glue.

4. The water and soil conservation runoff subdivision anti-leakage collecting device according to claim 2, characterized in that: The second diverter plate is connected to a corresponding side plate among the four first side plates by welding, and the weld is sealed by glass glue.

5. The water and soil conservation runoff subdivision diversion anti-seepage and flow collecting device according to claim 1, characterized in that: The second stainless steel diversion pool comprises a second bottom plate and four second side plates, the second bottom plate and the four second side plates are welded, and all welds are sealed with glass glue; The tops of the four second side panels and the second wall diversion pool are sealed with glass glue.

6. A soil and water conservation runoff subdivision diversion anti-seepage flow collecting device according to claim 5, characterized in that: The third diverter plate is connected to a corresponding side plate among the four second side plates by welding, and the weld is sealed by glass glue.

7. The water and soil conservation runoff subdivision diversion anti-seepage and flow collecting device according to claim 5, characterized in that: The fourth diverter plate is connected to a corresponding side plate among the four second side plates by welding, and the weld is sealed by glass glue.

8. The soil and water conservation runoff subdivision diversion anti-seepage and flow collecting device according to claim 1, characterized in that: The inner length of the primary diversion pool is 1.2 meters, the width is 1 meter, and the distance from the bottom to the first V-shaped diversion hole is 1 meter.

9. The soil and water conservation runoff subdivision diversion anti-seepage and flow collecting device according to claim 1, characterized in that: An aluminum alloy cover plate is used to cover the primary diversion pool, the secondary diversion pool and the collecting pool.

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