River channel structure capable of being used for muddy water diversion
By designing multi-layer partitions and seepage pipeline structures in muddy water rivers, the problem of insufficient seepage capacity of clean water in muddy water rivers is solved, and more efficient muddy water purification and water clean water supply are achieved.
Patent Information
- Application Number
- CN202421643761.4
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-07-12
- Publication Date
- 2025-01-07
- Estimated Expiration
- 2034-07-12
AI Technical Summary
The prior art has insufficient seepage capacity of clear water in muddy water rivers, and the surface area at the bottom of the river is small, making it difficult to effectively filter and purify muddy water.
A river structure including horizontal partitions, longitudinal partitions, seepage pipelines and drainage pipelines was designed. By increasing the seepage area of clean water, a combination of multiple water inlet areas and filter plates, seepage pipelines and radial pipelines were used. , realize the filtration and purification of muddy water.
It significantly improves the seepage capacity of muddy water rivers, increases the purification effect, and provides a higher level of water cleaning source.
Smart Images
Figure CN222312765U_ABST
Abstract
Description
Technical Field
[0001] The utility model relates to the technical field of filtering and diverting muddy water rivers, and in particular to a river channel structure that can be used for diverting muddy water. Background Art
[0002] At present, the river pollution problem caused by people's production and life has become one of the urgent problems to be solved by mankind, and it is becoming more and more urgent to filter and purify the polluted muddy rivers for the purpose of secondary utilization.
[0003] The prior art generally sets a clear water seepage culvert at the bottom of a muddy river, but there are the following problems: the surface area of the river bottom is small and the clear water seepage capacity is poor. Utility Model Content
[0004] The purpose of the utility model is to provide a river channel structure that can be used for muddy water diversion and has a reasonable structural configuration and reliable use to solve the above-mentioned problems, thereby greatly increasing the clear water seepage area and thus greatly improving the clear water seepage capacity of muddy water rivers.
[0005] The technical solution of the utility model is:
[0006] A river channel structure that can be used for muddy water diversion includes a clear water seepage culvert located at the bottom of the river, and its technical highlights are: a horizontal baffle is provided on the top of the clear water seepage culvert, a plurality of longitudinal baffles are evenly provided on the upper surface of the horizontal baffle along the width direction, and the culvert is divided into a plurality of water inlet areas by the longitudinal baffles, a first filter plate is provided on the upper surface of the horizontal baffle corresponding to each water inlet area, and a seepage pipeline extending along the length direction of the water inlet area is provided in each water inlet area, all seepage pipelines are connected by radial pipelines, a first drainage pipeline is provided on the outer wall of the seepage pipeline close to both sides of the river channel, the end of the first drainage pipeline is connected to a first confluence pipeline located below the river channel bank, a second drainage pipeline is provided on the side of the clear water seepage culvert, the end of the second drainage pipeline is connected to a second confluence pipeline located below the river channel bank.
[0007] The above-mentioned river channel structure can be used for muddy water diversion, and the bottom of the clean water seepage ditch is provided with an arched partition, a matrix-shaped first support plate is provided between the arched partition and the horizontal partition, a first filter block is provided on the first support plate, and the inner end of the second drainage pipeline is located at the upper part of the clean water seepage ditch.
[0008] The above-mentioned river channel structure that can be used for muddy water diversion, a reinforced purification ditch is formed below the arched partition, a plurality of second filter plates are arranged at intervals on the upper surface of the arched partition, a matrix-shaped second support plate is provided in the reinforced purification ditch, a second filter block is provided on the second support plate, a third drainage pipeline is provided on the side of the reinforced purification ditch, and the end of the third drainage pipeline is connected to the third confluence pipeline located below the river bank.
[0009] In the above-mentioned river channel structure that can be used for muddy water diversion, the bottom surface of the reinforced purification ditch is arc-shaped, and the inner end of the third drainage pipeline is located at the upper part of the reinforced purification ditch.
[0010] The above-mentioned river channel structure can be used for muddy water diversion. The longitudinal partition is provided with a horizontal short pipe, and the two ends of the horizontal short pipe are respectively connected to the radial pipes of two adjacent seepage pipes, so the positioning performance is good.
[0011] The above-mentioned river channel structure that can be used for muddy water diversion has a plurality of radial pipelines on the same seepage pipeline, which are evenly arranged along its length direction.
[0012] The beneficial effects of the utility model are:
[0013] 1. Not only is a clear water seepage culvert set up, but also seepage pipes extending along the length of the water inlet area are set up in each water inlet area. The muddy water enters the seepage pipes after passing through them, and then is led to the first confluence pipe by the radial pipes and the first diversion pipes, and then transmitted to the clear water area. This increases the clear water seepage area, thereby greatly improving the clear water seepage capacity of muddy rivers.
[0014] 2. The muddy water is filtered through the first filter plate on the upper surface of the horizontal partition and seeps into the clean water seepage ditch below. The first filter plate is easy to clean and replace.
[0015] 3. Strengthen the purification ditch to make the clean water more purified, so that it can be transferred to areas with higher water use levels for use. BRIEF DESCRIPTION OF THE DRAWINGS
[0016] Figure 1 It is a structural schematic diagram of the utility model;
[0017] Figure 2 yes Figure 1 Schematic diagram of the middle A direction;
[0018] Figure 3 yes Figure 1 Enlarged view of part B in the middle.
[0019] In the figure: 1. river bank, 2. longitudinal partition, 3. seepage pipeline, 4. radial pipeline, 5. first confluence pipeline, 6. first drainage pipeline, 7. second confluence pipeline, 8. second drainage pipeline, 9. third confluence pipeline, 10. third drainage pipeline, 11. enhanced purification ditch, 12. second filter plate, 13. arched partition, 14. second filter block, 15. clean water seepage culvert, 16. second support plate, 17. first filter block, 18. first filter plate, 19. horizontal partition, 20. first support plate, 21. horizontal short pipe. DETAILED DESCRIPTION
[0020] The utility model is described in detail according to the accompanying drawings of the specification.
[0021] like Figure 1 to Figure 3 As shown, the river channel structure that can be used for muddy water diversion includes a clear water seepage ditch 15 located at the bottom of the river, a horizontal partition 19 is provided on the top of the clear water seepage ditch 15, a plurality of longitudinal partitions 2 are evenly provided on the upper surface of the horizontal partition 19 along the width direction, and the longitudinal partitions 2 are used to divide the ditch into multiple water inlet areas, a first filter plate 18 is provided on the upper surface of the horizontal partition 19 corresponding to each water inlet area, and a seepage pipeline 3 extending along the length direction of the water inlet area is provided in each water inlet area, all the seepage pipelines 3 are connected by radial pipelines 4, and a first drainage pipeline 6 is provided on the outer wall of the seepage pipeline 3 close to both sides of the river channel, and the end of the first drainage pipeline 6 is connected to the first confluence pipeline 5 located below the river channel bank 1. In this embodiment, a horizontal short pipe 21 is provided on the longitudinal partition 2, and the two ends of the horizontal short pipe 21 are respectively connected to the radial pipelines 4 of the two adjacent seepage pipelines 3, and the positioning is good. There are multiple radial pipelines 4 on the same seepage pipeline 3, which are evenly arranged along its length direction.
[0022] A second drainage pipeline 8 is provided on the side of the clean water seepage ditch 15, and the end of the second drainage pipeline 8 is connected to the second confluence pipeline 7 located below the river bank 1. In this embodiment, an arched partition 13 is provided at the bottom of the clean water seepage ditch 15, and a matrix-shaped first support plate 20 is provided between the arched partition 13 and the horizontal partition 19, and a first filter block 17 is provided on the first support plate 20, and the inner end of the second drainage pipeline 8 is located at the upper part of the clean water seepage ditch 15. A reinforced purification ditch 11 is formed below the arched partition 13, and a plurality of second filter blocks 12 are provided on the upper surface of the arched partition 13 at intervals, and a matrix-shaped second support plate 16 is provided in the reinforced purification ditch 11, and a second filter block 14 is provided on the second support plate 16. A third drainage pipeline 10 is provided on the side of the reinforced purification ditch 11, and the end of the third drainage pipeline 10 is connected to the third confluence pipeline 9 located below the river bank 1. The bottom surface of the reinforced purification ditch 11 is arc-shaped, and the inner end of the third drainage pipeline 10 is located at the upper part of the reinforced purification ditch 11 .
[0023] Working principle:
[0024] The muddy river flows through this river structure and enters each water inlet area. A part of it enters through the outer wall of the seepage pipeline 3, and then is led to the first confluence pipeline 5 by the radial pipeline 4 and the first drainage pipeline 6, and is transmitted to the clean water area. Another part seeps into the clean water seepage ditch 15 through each first filter plate 18, and a part is led to the second confluence pipeline 7 through the second drainage pipeline 8 and is transmitted to the clean water area. Some of the water in the clean water seepage ditch 15 also enters the enhanced purification ditch 11 through the second filter plate 12, and is led to the third confluence pipeline 9 through the third drainage pipeline 10, and is transmitted to the area with a higher water use level for use.
[0025] The above is a detailed description of the embodiments of the utility model, but the above contents are only preferred embodiments of the utility model and cannot be considered to limit the scope of implementation of the utility model. All equivalent changes and improvements made within the scope of the invention of the utility model should still fall within the scope of this patent.
Claims
1. A river channel structure for muddy water diversion, comprising a clear water seepage culvert located at the bottom of the river, characterized in that: A horizontal partition is provided on the top of the clean water seepage ditch, and a plurality of longitudinal partitions are evenly provided on the upper surface of the horizontal partition along the width direction, and the longitudinal partitions are used to divide the ditch into a plurality of water inlet areas, a first filter plate is provided on the upper surface of the horizontal partition corresponding to each water inlet area, and a seepage pipeline extending along the length direction of the water inlet area is provided in each water inlet area, all seepage pipelines are connected by radial pipelines, and a first drainage pipeline is provided on the outer wall of the seepage pipeline close to both sides of the river channel, and the end of the first drainage pipeline is connected to a first confluence pipeline located below the river bank, and a second drainage pipeline is provided on the side of the clean water seepage ditch, and the end of the second drainage pipeline is connected to a second confluence pipeline located below the river bank.
2. The river channel structure for muddy water diversion according to claim 1, characterized in that: An arched partition is provided at the bottom of the clean water seepage ditch, a matrix-shaped first support plate is provided between the arched partition and the horizontal partition, a first filter block is provided on the first support plate, and the inner end of the second drainage pipeline is located at the upper part of the clean water seepage ditch.
3. The river channel structure for muddy water diversion according to claim 2, characterized in that: A reinforced purification ditch is formed below the arched partition, a plurality of second filter plates are spaced apart on the upper surface of the arched partition, a matrix-shaped second support plate is provided in the reinforced purification ditch, a second filter block is provided on the second support plate, a third drainage pipeline is provided on the side of the reinforced purification ditch, and the end of the third drainage pipeline is connected to the third confluence pipeline located below the river bank.
4. The river channel structure for muddy water diversion according to claim 3, characterized in that: The bottom surface of the enhanced purification ditch is arc-shaped, and the inner end of the third drainage pipeline is located at the upper part of the enhanced purification ditch.
5. The river channel structure for muddy water diversion according to claim 1, characterized in that: The longitudinal partition is provided with a horizontal short pipe, and the two ends of the horizontal short pipe are respectively connected with the radial pipes of two adjacent seepage pipes.
6. The river channel structure for muddy water diversion according to claim 1, characterized in that: There are multiple radial pipelines on the same seepage pipeline, which are evenly arranged along the length direction.