Dike anti-seepage treatment method based on water conservancy construction

Abstract

The invention provides an embankment anti-seepage treatment method based on water conservancy construction, and relates to the field of water conservancy projects, and the method comprises the following steps: A, excavating at an embankment position needing to be implemented according to a construction drawing to form an embankment foundation, constructing on the embankment foundation to form anti-seepage geotechnical cloth, and compacting the anti-seepage geotechnical cloth; b, an anti-seepage panel is constructed on the anti-seepage geotechnical cloth, and the anti-seepage panel is compacted; c, paving a cushion layer and a transition layer on the anti-seepage panel according to construction requirements; d, burying different intelligent sensors at different parts of the constructed dike, and constructing a real-time monitoring network; and E, transmitting the data acquired by the sensor to a remote monitoring platform through the Internet of Things technology, and analyzing and processing the data. A traditional water conservancy construction dike anti-seepage method is improved, a physical anti-seepage structure and an intelligent monitoring technology are combined, leakage problem early warning can be timely and accurately carried out, effective repairing measures are rapidly taken after early warning, and the dike anti-seepage treatment performance is greatly improved.

Description

Technical Field

[0001] The invention relates to the technical field of water conservancy projects, and in particular to a dike anti-seepage treatment method based on water conservancy construction. Background Art

[0002] Levees are buildings and structures that prevent and block water. In modern municipal construction, there is often some water seepage at the river bank. This will not only erode the levee base, but also affect the roadbed along the river. In the long run, if the seepage in the river levee is not handled in time, it will destroy the overall strength of the levee, thus causing the road surface to collapse.

[0003] To this end, the present invention aims to provide a dike anti-seepage treatment method based on water conservancy construction, which can effectively reduce the seepage of soil layers and prevent the seepage from eroding the dike matrix. Summary of the invention

[0004] In view of this, the present invention provides a dike anti-seepage treatment method based on water conservancy construction, which can effectively reduce the seepage of the soil layer, avoid the seepage erosion of the dike matrix, improve the dike anti-seepage treatment performance, and protect the dike matrix and urban infrastructure safety.

[0005] The present invention provides a dike anti-seepage treatment method based on water conservancy construction, and the treatment method comprises the following steps: A. excavating a dike foundation at a dike location required for implementation according to a construction drawing, constructing an anti-seepage geotextile on the dike foundation and compacting it; B. constructing an anti-seepage panel on the anti-seepage geotextile and compacting the anti-seepage panel; C. laying a cushion layer and a transition layer on the anti-seepage panel according to construction requirements; D. burying different intelligent sensors at different parts of the dike after construction to build a real-time monitoring network; E. transmitting data collected by the sensor to a remote monitoring platform through the Internet of Things technology and analyzing and processing the data; F. triggering an adaptive repair mechanism according to the data information analyzed by the platform, so that the dike anti-seepage system enters a self-repair stage.

[0006] Optionally, the specific method of step A includes the following steps: A1. Excavate to form a levee foundation with a slope of 1:4 according to the construction drawings, lay geogrids on the excavated levee foundation, and backfill with sand to form a slope of 1:2. After compaction, backfill with sand again to form a slope of 1:1, and compact; A2. Lay geotextile on the levee foundation, and set ballast blocks. After compaction, add water to the geotextile to form an effective bite with the surrounding soil; A3. Evenly apply clay on the geotextile, and lay anti-seepage geotextile with a laying thickness of 1.5m, and compact.

[0007] Optionally, the specific method of step B includes the following steps: B1. Laying clay on the anti-seepage geotextile and compacting it, and the laying of the clay is divided into layers; B2. Laying a clay layer on the edge of the embankment and compacting it as a wave-breaking wall of the embankment; B3. Adding anti-seepage material to the clay layer laid in step B2 and laying an anti-seepage panel with a thickness of 50 cm, and the anti-seepage material is clay or mud anti-seepage material.

[0008] Optionally, step C also includes laying a base layer and laying a waterproof board on the base layer, and the specific construction method of the waterproof board includes the following steps: C1, laying a waterproof board on the base layer and fixing it with cement nails; C2, laying thermal insulation cotton and cement waterproof board on the waterproof board in sequence; the specification of the thermal insulation cotton is 10-20mm; C3, laying a concrete protective layer on the cement waterproof board, and plastering the cement mortar protective layer to make its slope consistent, flat and uniform, so that the cement mortar protective layer does not leak, flow or have pits, and the waterproof layer is firmly bonded; C4, laying an asphalt waterproof coating on the waterproof layer, the thickness of the asphalt coating is 10-12mm, and a cement concrete protective layer is evenly laid on the surface of the asphalt waterproof coating with a thickness of 30mm, and compacted.

[0009] Optionally, the specific method of step D includes the following steps: D1, burying a piezometer on the anti-seepage geotextile, the burial depths are 10m, 20m, and 30m, and the burial angle is angle a1; D2, burying groundwater level gauges along the water-facing surface and the back water surface of the embankment, the burial depths are 2m, 5m, and 8m, and the burial angle is angle a2; D3, burying earth pressure gauges at different depths along the embankment, and the burial depths of the earth pressure gauges are 10cm, 20cm, 30cm, 50cm, 100cm, 150cm, 200cm, respectively. cm and 300cm, and the burial angle is angle a3; D4, pore water pressure gauges are buried at different positions along the embankment, and the burial depths are 10m, 20m, and 30m, respectively, and the burial angle is angle a4; D5, displacement meters are buried at different positions along the embankment, and the burial depths are 20m, 25m, 30m, 35m, and 40m, respectively, and the burial angle is angle a5; D6, the buried intelligent sensors are connected to the remote wireless transmission device, and the platform data acquisition and wireless data transmission network are used for data transmission and collection to build a real-time monitoring network.

[0010] Optionally, the angle a1 is inclined downward by 10°; the angle a2 is inclined downward by 15°; the angle a3 is 45°; the angle a4 is inclined downward by 10°; the angle a5 is a horizontal angle and a vertical angle of 15° respectively, that is, it is inclined 15° relative to the horizontal angle and vertical angle of the embankment respectively.

[0011] Optionally, the remote monitoring platform includes a data receiving module, a data analysis module, an adaptive repair driving device and an Internet of Things platform, and its analysis and processing process includes the following steps: E1. The remote monitoring platform receives data information from the Internet of Things platform and pre-processes it; E2. Analyzes the pre-processed data information to determine whether leakage occurs; E3. Analyzes abnormal situations and makes early warning analysis; E4. Triggers the adaptive repair module for the data after the early warning analysis and processes it in a timely manner.

[0012] Optionally, the data analysis of the adaptive repair module includes the following steps: F1. If depressions and holes are measured on the back surface of the levee, the leakage direction is analyzed to be the back surface; F2. If the displacement on the front surface of the levee is measured to exceed a threshold value, and the pore water pressure exceeds a threshold value, the leakage position is analyzed to be the front surface; F3. If the displacement on the front surface of the levee is measured to exceed a threshold value, and horizontal shear displacement occurs, the two sides of the leakage direction are analyzed; F4. If the settlement of the levee is measured to exceed a threshold value, the leakage direction is analyzed to be downward.

[0013] Optionally, the specific steps of the adaptive repair include the following: (1) When the leakage direction is the back side, the repair measure is: laying a new anti-seepage panel; (2) When the leakage direction is the front side, the repair measure is: removing silt and re-laying a new anti-seepage panel; (3) When the leakage direction is the side, the repair measure is: removing silt, thickening the depth of the original anti-seepage panel, and re-laying a new anti-seepage panel; (4) When the leakage direction is downward, the repair measure is: drilling and injecting anti-seepage material, and then re-laying the anti-seepage layer.

[0014] Optionally, there is a feedback mechanism between the remote monitoring platform and the adaptive repair module, and the feedback mechanism specifically includes the following steps: G1. After the platform makes a leakage warning judgment, the adaptive repair module is triggered to feed back the information that needs to be repaired to the remote monitoring platform; G2. After receiving the repair information, the remote monitoring platform sends the repair information to the Internet of Things platform; G3. After receiving the repair information, the Internet of Things platform makes a repair decision and uses the Internet of Things to control the repair device to perform the repair; There is a feedback mechanism between the remote monitoring platform and the adaptive repair module, and the feedback mechanism specifically includes the following steps: P1. After the embankment leakage position is located, the remote monitoring platform sends leakage warning positioning information to the Internet of Things platform; P2. After the Internet of Things platform receives the warning information, it makes a repair analysis on the leakage information and makes a repair decision; P3. After the Internet of Things platform issues a repair instruction to the corresponding repair device, the platform makes a real-time alarm prompt.

[0015] The present invention provides a dike anti-seepage treatment method based on water conservancy construction, which has the following beneficial effects: The traditional water conservancy construction embankment anti-seepage method has been improved. By combining physical anti-seepage structure with intelligent monitoring technology, it can provide timely and accurate early warning of leakage problems, and quickly take effective repair measures after the early warning, greatly improving the embankment anti-seepage treatment performance.

[0016] The construction formation method of anti-seepage geotextile and anti-seepage panel and its application in the anti-seepage treatment of embankments. The construction formation method can make the geotextile form an effective bite with the surrounding soil, and can adapt to the influence of different soil types on the anti-seepage performance in water conservancy construction. In addition, the use of geotextile and anti-seepage panel greatly improves the anti-seepage performance of the embankment, and can quickly construct and form an anti-seepage structure, saving construction time.

[0017] The laying method of cushion layer and transition layer and its role in improving the anti-seepage performance of embankments. The laying of transition layer between the anti-seepage panel and cushion layer makes it have a buffering function and can improve the stability of its structure.

[0018] The construction method of the real-time monitoring network and its data transmission and analysis and processing flow with the remote monitoring platform. Using various types of intelligent sensors, the different parts of the levee are processed in layers and regions of the monitoring network, ensuring the timeliness and comprehensiveness of the monitoring data. At the same time, the data is collected, collated, analyzed and processed in the remote monitoring platform, and the adaptive repair mechanism can be triggered in time, greatly improving the repair efficiency of leakage problems.

[0019] The feedback mechanism between the IoT platform and the adaptive repair device in the remote monitoring platform. After the platform processes the data, it analyzes the leakage situation and sends the information to the IoT platform. The platform makes repair decisions and repairs the leakage problem quickly and timely. This solves the problem of only being able to warn but not repair in traditional water conservancy construction.

[0020] Different repair measures are taken for different leakage situations in the adaptive repair device. Since there may be a variety of leakage situations at the water conservancy construction site, different leakage situations require different repair measures. The measures proposed in this technical solution can effectively repair different leakage situations and improve the accuracy of the repair.

[0021] Feedback mechanism between the remote monitoring platform of the adaptive repair device and the adaptive repair device. The information between the remote monitoring platform and the adaptive repair device can be fed back in real time. The remote monitoring platform can make real-time warnings of leakage and quickly carry out repair work, so that the leakage problem can be solved in time, greatly improving the leakage repair performance.

[0022] Its advantages and effects: A levee anti-seepage treatment method based on physical construction is proposed. Combining physical anti-seepage structure with intelligent monitoring technology, it can detect leakage problems in a timely and accurate manner and deal with them in a timely manner, greatly improving the anti-seepage performance of the levee. A variety of different intelligent sensors are deployed in different parts of the levee to build a real-time monitoring network, so that leakage problems can be discovered in a timely manner and ensure the safety of the levee. Data is transmitted through the Internet of Things transmission platform and analyzed and processed on the platform, triggering an adaptive repair mechanism, achieving rapid and effective leakage repair, and greatly improving the repair efficiency. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] In order to more clearly illustrate the technical solution of the embodiment of the present invention, the drawings of the embodiment are briefly introduced below.

[0024] The drawings described below are only related to some embodiments of the present invention, but are not intended to limit the present invention.

[0025] In the attached picture: Figure 1 An overview of the overall process of the present invention is shown; Figure 2 A flowchart of the organizational structure of the remote platform of the present invention is shown. DETAILED DESCRIPTION

[0026] In order to make the purpose, scheme and advantages of the technical solution of the present invention clearer, the technical solution of the embodiment of the present invention will be clearly and completely described below in conjunction with the specific embodiments of the present invention.

[0027] Example: The invention provides a dike anti-seepage treatment method based on water conservancy construction, and the treatment method comprises the following steps: A. excavating at a dike position required for implementation according to a construction drawing to form a dike foundation, constructing an anti-seepage geotextile on the dike foundation and compacting it; B. constructing an anti-seepage panel on the anti-seepage geotextile and compacting the anti-seepage panel; laying a layer of gravel material with a thickness of 10 cm and sand and gravel with a thickness of 30 cm between the geotextile and the anti-seepage panel, the gravel material layer does not contain soil blocks, debris, steel bars and other debris that may affect the cushion layer, and the particle size of the gravel material is 5 mm. C. Lay a cushion layer and a transition layer on the anti-seepage panel according to construction requirements; the cushion layer and transition layer used in the present invention are made of gravel, coarse sand, crushed stone and gravel, and their specifications must meet the design standards. The particle size of the gravel is 20mm, and the particle grading is excellent. The thickness is 15cm. The gravel is used to enhance the density of the construction, reduce seepage, and ensure the quality of the project. The gravel mainly adopts a stone-soil cushion layer or a sand and gravel cushion layer. During construction, it is ensured that there are no impurities such as garbage in the cushion layer. The gravel is compacted by a small flat vibratory roller to ensure the density of the construction. By using the above materials, the cushion layer is guaranteed to have a strong density and it is guaranteed not to block or obstruct the waterway. At the same time, according to the scheme of this patent, quality inspection and quality control are carried out on each link in the project, and construction records are kept. D. Bury different intelligent sensors at different parts of the embankment after construction to build a real-time monitoring network; E. Transmit the data collected by the sensors to the remote monitoring platform through the Internet of Things technology and analyze and process the data; F. Trigger the adaptive repair mechanism based on the data information analyzed by the platform, so that the embankment anti-seepage system enters the self-repair stage.

[0028] In step F, the platform data is automatically analyzed and processed, and real-time monitoring is carried out at the same time. When the problem is found, leakage repair is carried out in a combination of manual on-site treatment. After the leakage section is determined, the anti-seepage geotextile and anti-seepage panel are sprayed and repaired. During the spraying repair construction, the seamless area is selected, and during the spraying construction process, the strength of the geotextile, concrete and steel layer is regularly tested to ensure that it meets the requirements of the backfill material. In the process of laying the backfill material on the backwater surface, the backfill material needs to be filled in layers and compacted manually to ensure the overall stability of the backfill material and prevent landslides.

[0029] Furthermore, the specific method of step A includes the following steps: A1. According to the construction drawings, excavation is performed to form a levee foundation with a slope of 1:4, geogrids are laid on the excavated levee foundation, and sand is backfilled to form a slope of 1:2. After compaction, sand is backfilled again to form a slope of 1:1, and compaction is performed; A2. Geotextile is laid on the levee foundation, and ballast blocks are set. After compaction, water is added to the geotextile to form an effective bite with the surrounding soil; A3. Clay is evenly applied on the geotextile, and anti-seepage geotextile is laid with a laying thickness of 1.5m, and compaction is performed.

[0030] Furthermore, the specific method of step B includes the following steps: B1. Laying clay on the anti-seepage geotextile and compacting it, and the laying of the clay is divided into layers; B2. Laying a clay layer on the edge of the embankment and compacting it as a wave-breaking wall of the embankment; B3. Adding anti-seepage material to the clay layer laid in step B2 and laying an anti-seepage panel with a thickness of 50 cm. The anti-seepage material is clay or mud anti-seepage material.

[0031] Furthermore, step C also includes laying a base layer and laying a waterproof board on the base layer, and the specific construction method of the waterproof board includes the following steps: C1, laying a waterproof board on the base layer and fixing it with cement nails; C2, laying and gluing thermal insulation cotton and cement waterproof board on the waterproof board in sequence; the specification of the thermal insulation cotton is 10-20mm; C3, laying a concrete protective layer on the cement waterproof board, and plastering the cement mortar protective layer to make its slope consistent, flat and uniform, so that the cement mortar protective layer does not leak, flow or have pits, and the waterproof layer is firmly bonded; C4, laying an asphalt waterproof coating on the waterproof layer, the thickness of the asphalt coating is 10-12mm, and a cement concrete protective layer is evenly laid on the surface of the asphalt waterproof coating with a thickness of 30mm, and compacted.

[0032] Further, the specific method of step D includes the following steps: D1, burying a piezometer on the anti-seepage geotextile, the burial depths are 10m, 20m, and 30m, and the burial angle is angle a1; D2, burying groundwater level meters along the front and back surfaces of the embankment, the burial depths are 2m, 5m, and 8m, and the burial angle is angle a2; D3, burying earth pressure gauges at different depths along the embankment, and the burial depths of the earth pressure gauges are 10cm, 20cm, 30cm, 50cm, 100cm, 150cm, 200cm, respectively. m and 300cm, and the burial angle is angle a3; D4. Pore water pressure gauges are buried at different positions along the embankment, and the burial depths are 10m, 20m, and 30m respectively, and the burial angle is angle a4; D5. Displacement meters are buried at different positions along the embankment, and the burial depths are 20m, 25m, 30m, 35m, and 40m respectively, and the burial angle is angle a5; D6. The buried intelligent sensors are connected to the remote wireless transmission device, and the platform data acquisition and wireless data transmission network are used for data transmission and collection to build a real-time monitoring network.

[0033] Furthermore, angle a1 is inclined downward by 10°; angle a2 is inclined downward by 15°; angle a3 is 45°; angle a4 is inclined downward by 10°; angle a5 is a lateral angle and a vertical angle of 15° respectively, that is, it is inclined 15° relative to the lateral angle and vertical angle of the embankment respectively.

[0034] Furthermore, the remote monitoring platform includes a data receiving module, a data analysis module, an adaptive repair driving device and an Internet of Things platform, and its analysis and processing process includes the following steps: E1. The remote monitoring platform receives data information from the Internet of Things platform and pre-processes it; E2. The pre-processed data information is analyzed to determine whether leakage occurs; E3. The abnormal situation is analyzed and an early warning analysis is made; E4. The adaptive repair module is triggered for the data after the early warning analysis, and timely processing is performed.

[0035] Furthermore, the data analysis of the adaptive repair module includes the following steps: F1. If depressions and holes are measured on the back surface of the levee, it is analyzed that the leakage direction is the back surface; F2. If the displacement of the front surface of the levee exceeds the threshold and the pore water pressure exceeds the threshold, it is analyzed that the leakage position is the front surface; F3. If the displacement of the front surface of the levee exceeds the threshold and horizontal shear displacement occurs, the two sides of the leakage direction are analyzed; F4. If the settlement of the levee exceeds the threshold, it is analyzed that the leakage direction is downward.

[0036] Furthermore, the specific steps of adaptive repair include the following: (1) When the leakage direction is the back side, the repair measures are: laying a new anti-seepage panel; (2) When the leakage direction is the front side, the repair measures are: removing the silt and re-laying a new anti-seepage panel; (3) When the leakage direction is the side, the repair measures are: removing the silt, thickening the depth of the original anti-seepage panel, and re-laying a new anti-seepage panel; (4) When the leakage direction is downward, the repair measures are: drilling holes to inject anti-seepage materials, and then re-laying the anti-seepage layer.

[0037] Furthermore, there is a feedback mechanism between the remote monitoring platform and the adaptive repair module, which specifically includes the following steps: G1. After the platform makes a leakage warning judgment, it triggers the adaptive repair module and feeds back the information that needs to be repaired to the remote monitoring platform; G2. After receiving the repair information, the remote monitoring platform sends the repair information to the Internet of Things platform; G3. After receiving the repair information, the Internet of Things platform makes a repair decision and uses the Internet of Things to control the repair device to perform the repair; There is a feedback mechanism between the remote monitoring platform and the adaptive repair module. The feedback mechanism specifically includes the following steps: P1. After the embankment leakage position is located, the remote monitoring platform sends leakage warning location information to the Internet of Things platform; P2. After the Internet of Things platform receives the warning information, it makes a repair analysis of the leakage information and makes a repair decision; P3. After the Internet of Things platform issues a repair instruction to the corresponding repair device, the platform makes a real-time alarm prompt.

[0038] Structural design of anti-seepage geotextile and anti-seepage panel: The anti-seepage geotextile is composed of geotextile and film bag. The film bag is fixed on the geotextile by needle punching to form a closed chamber filled with anti-seepage geotextile material.

[0039] The anti-seepage panel is connected by multiple groups of panels. The panel includes a fixed part and a floating part. The floating part can be hinged and locked to adapt to water level changes.

[0040] Material selection for cushion layer and transition layer: The cushion layer and transition layer are composed of 37 lime soil, the specific ratio of which is a mixture of clay, lime and water, with the lime soil ratio being 7:3.

[0041] The smart sensors, Internet of Things technology, platform data processing algorithms and self-repairing robots used in the present invention are all existing technologies and will not be elaborated on here.

[0042] The above are merely exemplary embodiments of the present invention and are not intended to limit the protection scope of the present invention. The protection scope of the present invention is determined by the appended claims.

Claims

1. A dike anti-seepage treatment method based on water conservancy construction, the treatment method comprising the following steps: A. Excavate the embankment foundation at the location where the embankment needs to be implemented according to the construction drawings, and construct and compact the anti-seepage geotextile on the embankment foundation; B. Construct an anti-seepage panel on the anti-seepage geotextile and compact the anti-seepage panel; C. Lay a cushion layer and a transition layer on the anti-seepage panel according to construction requirements; D. Bury different intelligent sensors at different parts of the embankment after construction to build a real-time monitoring network; E. Transmit the data collected by the sensor to the remote monitoring platform through the Internet of Things technology and analyze and process the data; F. Trigger the adaptive repair mechanism based on the data information analyzed by the platform, so that the embankment anti-seepage system enters the self-repair stage.

2. A dike anti-seepage treatment method based on water conservancy construction according to claim 1, characterized in that: The specific method of step A includes the following steps: A1, excavating a levee foundation with a slope of 1:4 according to the construction drawings, laying geogrids on the excavated levee foundation, and backfilling sand to form a slope of 1:

2. After compaction, backfilling sand again to form a slope of 1:1, and compacting; A2, laying geotextiles on the levee foundation, and setting ballast blocks. After compaction, adding water to the geotextiles to form an effective bite with the surrounding soil; A3, evenly coating clay on the geotextiles, and laying anti-seepage geotextiles with a laying thickness of 1.5m, and compacting.

3. The anti-seepage treatment method for embankments based on water conservancy construction according to claim 1 is characterized in that: The specific method of step B includes the following steps: B1, laying clay on the anti-seepage geotextile and compacting it, and the laying of the clay is divided into paving; B2, laying a clay layer on the edge of the embankment and compacting it as a wave-breaking wall of the embankment; B3, adding anti-seepage material to the clay layer laid in step B2 and laying an anti-seepage panel with a thickness of 50 cm, and the anti-seepage material is clay or mud anti-seepage material.

4. The anti-seepage treatment method for embankments based on water conservancy construction according to claim 1, characterized in that: The step C also includes laying a base layer and laying a waterproof board on the base layer. The specific construction method of the waterproof board includes the following steps: C1. Laying a waterproof board on the base layer and fixing it with cement nails; C2. Laying and gluing thermal insulation cotton and cement waterproof board on the waterproof board in sequence; the specification of the thermal insulation cotton is 10-20mm; C3. Laying a concrete protective layer on the cement waterproof board, and plastering the cement mortar protective layer to make its slope consistent, flat and uniform, so that the cement mortar protective layer does not leak, flow or have pits, and the waterproof layer is firmly bonded; C4. Laying an asphalt waterproof coating on the waterproof layer, the thickness of the asphalt coating is 10-12mm, and a cement concrete protective layer is evenly laid on the surface of the asphalt waterproof coating with a thickness of 30mm, and compacted.

5. The anti-seepage treatment method for embankments based on water conservancy construction according to claim 1, characterized in that: The specific method of step D includes the following steps: D1, burying a piezometer on the anti-seepage geotextile, with the burial depths of 10m, 20m, and 30m, respectively, and the burial angle is angle a1; D2, burying groundwater level meters along the front and back surfaces of the embankment, with the burial depths of 2m, 5m, and 8m, respectively, and the burial angle is angle a2; D3, burying earth pressure gauges at different depths along the embankment, and the burial depths of the earth pressure gauges are 10cm, 20cm, 30cm, 50cm, 100cm, 150cm, and 200cm, respectively. and 300cm, with an angle of a3; D4, pore water pressure gauges are buried at different positions along the embankment, with burial depths of 10m, 20m, and 30m, respectively, and with an angle of a4; D5, displacement meters are buried at different positions along the embankment, with burial depths of 20m, 25m, 30m, 35m, and 40m, respectively, and with an angle of a5; D6, the buried intelligent sensors are connected to a remote wireless transmission device, and the platform data acquisition and wireless data transmission network are used for data transmission and collection to build a real-time monitoring network.

6. A dike anti-seepage treatment method based on water conservancy construction according to claim 5, characterized in that: The angle a1 is inclined downward by 10°; the angle a2 is inclined downward by 15°; the angle a3 is 45°; the angle a4 is inclined downward by 10°; the angle a5 is a lateral angle and a vertical angle of 15° respectively, that is, it is inclined 15° relative to the lateral angle and vertical angle of the embankment respectively.

7. The dike anti-seepage treatment method based on water conservancy construction according to claim 1, characterized in that: The remote monitoring platform includes a data receiving module, a data analysis module, an adaptive repair driving device and an Internet of Things platform, and its analysis and processing process includes the following steps: E1, the remote monitoring platform receives data information from the Internet of Things platform and pre-processes it; E2, analyzes the pre-processed data information to analyze whether leakage occurs; E3, analyzes abnormal situations and makes early warning analysis; E4, triggers the adaptive repair module for the data after the early warning analysis and processes it in time.

8. A dike anti-seepage treatment method based on water conservancy construction according to claim 7, characterized in that: The data analysis of the adaptive repair module includes the following steps: F1. If depressions and holes are detected on the back surface of the levee, the leakage direction is analyzed to be the back surface; F2. If the displacement on the front surface of the levee is measured to exceed the threshold value, and the pore water pressure exceeds the threshold value, the leakage position is analyzed to be the front surface; F3. If the displacement on the front surface of the levee is measured to exceed the threshold value, and horizontal shear displacement occurs, the two sides of the leakage direction are analyzed; F4. If the settlement of the levee is measured to exceed the threshold value, the leakage direction is analyzed to be downward.

9. The dike anti-seepage treatment method based on water conservancy construction according to claim 7, characterized in that: The specific steps of the adaptive repair include the following: (1) When the leakage direction is the back side, the repair measure is: laying a new anti-seepage panel; (2) When the leakage direction is the front side, the repair measure is: removing the silt and re-laying a new anti-seepage panel; (3) When the leakage direction is the side, the repair measure is: removing the silt, thickening the depth of the original anti-seepage panel, and re-laying a new anti-seepage panel; (4) When the leakage direction is downward, the repair measure is: drilling and injecting anti-seepage material, and then re-laying the anti-seepage layer.

10. The dike anti-seepage treatment method based on water conservancy construction according to claim 1, characterized in that: There is a feedback mechanism between the remote monitoring platform and the adaptive repair module, and the feedback mechanism specifically includes the following steps: G1. After the platform makes a leakage warning judgment, it triggers the adaptive repair module and feeds back the information that needs to be repaired to the remote monitoring platform; G2. After receiving the repair information, the remote monitoring platform sends the repair information to the Internet of Things platform; G3. After receiving the repair information, the Internet of Things platform makes a repair decision and uses the Internet of Things to control the repair device to perform the repair; There is a feedback mechanism between the remote monitoring platform and the adaptive repair module, and the feedback mechanism specifically includes the following steps: P1. After the embankment leakage position is located, the remote monitoring platform sends leakage warning positioning information to the Internet of Things platform; P2. After the Internet of Things platform receives the warning information, it makes a repair analysis on the leakage information and makes a repair decision; P3. After the Internet of Things platform issues a repair instruction to the corresponding repair device, the platform makes a real-time alarm prompt.

Images