A comprehensive method for controlling soil and water loss on slope land

Abstract

The present application provides a comprehensive control method for soil and water loss on a slope, which relates to the field of soil and water conservation technology. It includes the following steps: S1, laying a number of anchor piles along the surface of the slope; S2, placing planting grooves on the anchor piles on the same horizontal line, a number of planting grooves are arranged in parallel, and plants are planted in the planting grooves; S3, placing grooves are dug at the top and bottom of the slope, the placing groove at the top of the slope is provided with an upper water storage tank with an open top, and the placing groove at the bottom of the slope is provided with a closed lower water storage tank, and the upper water storage tank and the lower water storage tank are connected through a gravity pipe; S4, a water storage pit is also dug on the surface of the slope, and the water in the water storage pit infiltrates to the outside of the water storage pit; S5, a water pump and a delivery pipe are provided in the lower water storage tank, and the water pump pumps the water in the lower water storage tank into the water storage pit through the delivery pipe. The present application has the characteristics of simple operation and significant control effect.

Description

Technical Field

[0001] The present application relates to the technical field of soil and water conservation, and in particular to a comprehensive method for controlling soil and water loss on slopes. Background Art

[0002] Soil and water loss refers to the destruction and loss of soil and water resources and land productivity under the influence of external forces such as water, gravity, and wind, including erosion of the land surface and loss of soil and water. Improper economic activities such as deforestation for land reclamation, reclamation along steep slopes, overloading and overgrazing, blind expansion of cultivated land, indiscriminate logging, destruction of natural vegetation, and development and construction without taking soil and water conservation measures are the leading factors causing soil and water loss.

[0003] At present, ecological measures are generally adopted to control soil erosion, that is, afforestation is carried out in areas where soil erosion is more serious and in the surrounding areas. Under the action of plant roots, the firmness of the soil is improved, thereby preventing soil erosion.

[0004] However, it is difficult to plant plants in areas of soil erosion, the survival rate is low, and it is difficult to see results in controlling soil erosion in the short term. Summary of the invention

[0005] In order to improve the existing management methods, which have the problems of high operational difficulty and long management cycle, the present application provides a comprehensive management method for soil and water loss on slopes.

[0006] This application provides a comprehensive method for controlling soil erosion on slopes, which adopts the following technical solutions:

[0007] A comprehensive method for controlling soil and water loss on a slope comprises the following steps:

[0008] S1. Arrange a plurality of anchor piles along the surface of the slope, wherein the plurality of anchor piles are arranged in a grid shape and the tails of the anchor piles are located outside the surface of the slope;

[0009] S2. placing planting grooves on anchor piles on the same horizontal line, with several planting grooves arranged in parallel, and planting plants in the planting grooves;

[0010] S3. A placement trough is dug at the top and the bottom of the slope. An upper water storage tank with an open top is provided in the placement trough at the top of the slope, and a closed lower water storage tank is provided in the placement trough at the bottom of the slope. The upper water storage tank and the lower water storage tank are connected by a gravity pipe;

[0011] S4. A water storage pit is dug on the surface of the slope, and the water in the water storage pit infiltrates to the outside of the water storage pit;

[0012] S5. A water pump and a delivery pipe are provided in the lower water storage tank. The water pump pumps the water flow in the lower water storage tank into the water storage pit through the delivery pipe.

[0013] By adopting the above technical solution, it is possible to prevent soil erosion during the growth of plants, thereby effectively improving the control effect.

[0014] Optionally, the radial cross-section of the planting trough is wedge-shaped with a larger upper portion and a smaller lower portion, one side of the bottom of the planting trough is in contact with the surface of the slope, and the other side of the bottom of the planting trough is in contact with the anchor piles, and a number of through holes are provided on both sides of the bottom of the planting trough, through which mud and water pass through the planting trough.

[0015] By adopting the above technical scheme, the planting trough is reliably installed on the surface of the slope under the support and limiting action of the anchor piles. The setting of the planting trough can be used for planting plants on the one hand, and on the other hand, it can hinder the flow of mud and water, effectively prevent the loss of mud and water, and provide sufficient soil and water for the growth of plants.

[0016] Optionally, the anchor pile is perpendicular to the surface of the slope, the head of the anchor pile is in a pointed cone shape and extends to the inside of the slope, and the tail of the anchor pile is located outside the surface of the slope and supports the planting groove;

[0017] A cavity is provided in the anchor pile, and an opening and a plurality of through holes are provided on the outer wall of the anchor pile. The opening and the plurality of through holes are all connected with the cavity. The opening is attached to one side of the bottom of the planting trough and is connected with the corresponding through holes. The plurality of through holes are all located inside the slope, and a sealing block formed by pressing fertilizer is provided in the through hole.

[0018] By adopting the above technical solution, during the growth of the plant, the roots will enter the cavity through the perforations and openings, grow in the cavity, and finally pass out from the through holes. In this way, the roots of the plant will wrap around the anchor pile from the inside to the outside, effectively preventing the plant from falling over under the impact of mud and water.

[0019] Optionally, a plurality of guide rods are provided on the side of the planting trough in contact with the surface of the slope, one end of the guide rod is connected to the planting trough, and the other end of the guide rod penetrates into the interior of the slope and is connected to the outer side of the anchor pile.

[0020] By adopting the above technical solution, part of the roots of the plant will also grow around the outer wall of the guide rod and finally wrap around the outer wall of the anchor rod, further improving the growth firmness of the plant.

[0021] Optionally, the inner wall of the water storage pit is coated with concrete, and a movable filter plate and a limit bar are provided at the open top of the water storage pit, one side of the movable filter plate is hinged to the inner wall of the water storage pit, and the other side of the movable filter plate is pressed against the bottom of the limit bar and connected to the limit bar by bolts.

[0022] By adopting the above technical solution, the movable filter plate is in a normally closed state. When muddy water flows through the movable filter plate, mud and sand will be retained on the top of the movable filter plate, and the water will flow into the water storage pit and slowly penetrate outward through the concrete in the water storage pit, thereby increasing the overall moisture content of the slope, facilitating plant growth, and preventing the slope from being too dry and forming sand.

[0023] Optionally, the top of the upper water storage tank is provided with an annular burr, a filter plate is hinged on the burr, and the top of the filter plate, the top of the burr and the notch of the placement tank are in a flush state;

[0024] A hydraulic rod is provided on the inner wall of the upper water storage tank, and the hydraulic rod pushes the filter plate to rotate around the hinge point.

[0025] By adopting the above technical solution, the upper water storage tank will first filter the flowing muddy water and realize the water storage function. When the muddy water has finished flowing, the filter plate can be raised by the hydraulic rod to realize the removal operation of the mud and sand intercepted by the filter plate, and facilitate the cleaning of the upper water storage tank to ensure that the upper water storage tank has sufficient capacity for water storage.

[0026] Optionally, a vertical plate and an inclined plate are provided in the upper water storage tank, the inclined plate is provided above the vertical plate, one side of the inclined plate is connected to the inner wall of the upper water storage tank and is above one side of the vertical plate, and the other side of the inclined plate extends to the other side of the vertical plate and has a distance from the top of the vertical plate;

[0027] The gravity pipe is connected with the bottom of the upper water storage tank, and the connection point between the gravity pipe and the upper water storage tank is located on one side of the vertical plate and below the inclined plate.

[0028] By adopting the above technical solution, under the action of the inclined plate, the water flow filtered by the filter plate will gather on the other side of the vertical plate. When a certain amount of water flow gathers, it will overflow to one side of the vertical plate and then flow to the lower water storage tank through the gravity pipe.

[0029] Optionally, a water seepage plate is provided at the bottom of the upper water storage tank, and the water seepage plate is located on the other side of the vertical plate.

[0030] By adopting the above technical solution, the water flow in the upper water storage tank can penetrate into the interior of the slope through the seepage plate, thereby increasing the moisture content of the slope and preventing soil erosion.

[0031] Optionally, an L-shaped drain pipe is provided in the lower water storage tank, the horizontal end of the drain pipe is located above the lower water storage tank, and the vertical end of the drain pipe is provided with a plurality of water holes, and the water holes are located on the inner side of the lower water storage tank;

[0032] A pressure switch is provided at the top of the vertical end of the drainage pipe, and the pressure switch is used to control the opening and closing of the water pump. A floating ball is provided inside the vertical end of the drainage pipe, and the floating ball floats upward and touches the pressure switch.

[0033] By adopting the above technical solution, when the water storage volume in the lower water storage tank gradually increases, the float will float upward and touch the pressure switch, thereby starting the water pump and pumping the water in the lower water storage tank into the water storage pit.

[0034] Optionally, the inner diameter of the transverse end of the drainage pipe is smaller than the outer diameter of the buoyancy, the delivery pipe includes a main pipe and several branch pipes, the water storage pit is connected to the main pipe through the branch pipe, and the water pump delivers the water flow in the lower water storage tank to the main pipe and the branch pipe.

[0035] By adopting the above technical solution, it is ensured that the water flow in the lower water storage tank can be reliably dispersed into several water storage tanks, thereby improving the utilization rate of the water flow.

[0036] In summary, this application has the following beneficial effects:

[0037] 1. Through the coordination of anchor piles and planting troughs, plants can be planted reliably. The planting troughs can block mud and water, so that mud and sand can cover and compact the planting troughs. The water flow can irrigate the plants, ensuring that the plants can grow reliably.

[0038] 2. Through the seepage effect of the upper water storage tank and water storage pit, the moisture content of the slope is kept in a relatively balanced state, which is convenient for plant growth and improves the effect of soil and water loss control. BRIEF DESCRIPTION OF THE DRAWINGS

[0039] Figure 1 is a schematic stereogram of the present application;

[0040] Figure 2 is a cross-sectional view of the internal structure of the present application;

[0041] Figure 3 It is a reference diagram of the assembly status of the planting trough and the anchor pile;

[0042] Figure 4 yes Figure 2 A schematic diagram of the enlarged structure at A in the middle;

[0043] Figure 5 is a schematic stereogram of an anchor pile;

[0044] Figure 6 yes Figure 2 A schematic diagram of the enlarged structure at B in the middle;

[0045] Figure 7 yes Figure 2Schematic diagram of the enlarged structure at C in the middle;

[0046] Figure 8 It is a reference diagram of the explosion status of the branch pipe and the water storage pit;

[0047] In the figure: 1, slope; 11, placement trough; 12, water storage pit; 121, movable filter plate; 122, limit strip; 123, bolt;

[0048] 2. anchor pile; 21. cavity; 22. opening; 23. through hole;

[0049] 3. Planting groove; 31. Perforation; 32. Guide rod;

[0050] 4. Upper water storage tank; 41. Gravity pipe; 42. Flashing edge; 43. Filter plate; 44. Hydraulic rod; 45. Vertical plate; 46. Inclined plate; 47. Seepage plate;

[0051] 5. Lower water storage tank; 51. Water pump; 52. Delivery pipe; 521. Main pipe; 522. Branch pipe; 53. Drain pipe; 531. Water hole; 532. Pressure switch; 533. Float. DETAILED DESCRIPTION

[0052] The following is combined with Figure 1-8 This application is described in further detail.

[0053] Figure 1 is a schematic three-dimensional diagram of the present application, Figure 2 is a cross-sectional view of the internal structure of this application. Figure 1 and Figure 2 A comprehensive method for controlling soil and water loss on a slope comprises the following steps:

[0054] S1, laying out a plurality of anchor piles 2 along the surface of the slope 1, wherein the plurality of anchor piles 2 are arranged in a grid shape and the tails of the anchor piles 2 are located outside the surface of the slope 1;

[0055] S2, placing planting grooves 3 on the anchor piles 2 on the same horizontal line, a plurality of planting grooves 3 are arranged in parallel, and plants are planted in the planting grooves 3;

[0056] S3, a placement groove 11 is dug at the top and the bottom of the slope 1, an upper water storage tank 4 with an open top is arranged in the placement groove 11 at the top of the slope 1, and a closed lower water storage tank 5 is arranged in the placement groove 11 at the bottom of the slope 1, and the upper water storage tank 4 and the lower water storage tank 5 are connected through a gravity pipe 41;

[0057] S4. A water storage pit 12 is also dug on the surface of the slope 1, and the water in the water storage pit 12 permeates toward the outside of the water storage pit 12;

[0058] S5. A water pump 51 and a delivery pipe 52 are provided in the lower water storage tank 5. The water pump 51 pumps the water flow in the lower water storage tank 5 into the water storage pit 12 through the delivery pipe 52.

[0059] The front end of the anchor pile 2 is in a pointed cone shape and is inserted into the interior of the slope 1, and the rear end of the anchor pile 2 is located outside the surface of the slope 1. Moreover, the anchor pile 2 as a whole is perpendicular to the surface of the slope 1. In this way, the tails of several anchor piles 2 can be arranged in a grid shape, that is, the slope 1 is provided with several rows of anchor piles 2 from top to bottom, and each row of anchor piles 2 is composed of several anchor piles 2 arranged at intervals, and each row of anchor piles 2 is provided with a planting groove 3.

[0060] Figure 3 This is a reference diagram of the assembly status of the planting trough and anchor piles. Figure 4 yes Figure 2 A schematic diagram of the enlarged structure at A in the middle. Figure 3 and Figure 4 Combined with Figure 2 The radial cross-section of the planting trough 3 is wedge-shaped with a larger upper part and a smaller lower part. One side of the bottom of the planting trough 3 fits with the surface of the slope 1, and the other side of the bottom of the planting trough 3 fits with the anchor pile 2. In this way, the slope 1 and the anchor pile 2 will form a lifting effect on the planting trough 3, thereby fixing the planting trough 3. The planting trough 3 is filled with soil, and plants are planted in the soil. A number of through holes 31 are provided on both sides of the bottom of the planting trough 3. When water and soil flow occurs due to rain, the planting trough 3 will form a stepped barrier to the mud and water, so that most of the mud and sand are trapped on one side of the planting trough 3. In this way, as the mud and sand accumulate, the planting trough 3 will be covered with mud and sand, thereby improving the fixing effect of the planting trough 3 on the slope 1. Furthermore, part of the water in the mud and sand will penetrate into the planting trough 3 through the perforation 31 on one side of the bottom of the planting trough 3. After moistening the soil in the planting trough 3, it will flow out of the planting trough 3 through the perforation 31 on the other side of the bottom of the planting trough 3. In this process, the water flow will form a watering effect on the plants, thereby promoting the growth of the plants.

[0061] See also Figure 4, the inner wall of the water storage pit 12 is coated with concrete, and a movable filter plate 121 and a limit strip 122 are provided at the top opening of the water storage pit 12. One side of the movable filter plate 121 is hinged to the inner wall of the water storage pit 12, and the other side of the movable filter plate 121 is pressed against the bottom of the limit strip 122 and connected to the limit strip 122 through a bolt 123. The bolt 123 maintains the locking effect on the movable filter plate 121, so that when the muddy water overflows the planting groove 3, it will flow into the top of the movable filter plate 121, thereby achieving the filtering effect on the muddy water, that is, the muddy sand will be trapped between the two adjacent planting grooves 3, and the water flow will be stored in the water storage pit 12. By selecting concrete of a suitable grade, it is ensured that after the water flow enters the water storage pit 12, a small amount of water will penetrate into the interior of the slope 1 through the concrete, thereby increasing the overall moisture content of the slope 1, which is beneficial to the growth of plants.

[0062] The staggered arrangement of several planting troughs 3 and several water storage pits 12 effectively prevents muddy water from flowing directly over the slope 1, thereby playing a role in controlling soil erosion. Moreover, such a control effect can be achieved before the root system of the plant is fully grown, which effectively improves the control effect. When too much mud and sand remain in the water storage pit 12 and affect the storage and infiltration of water flow, the bolts 123 are removed and the movable filter plate 121 is rotated to open the water storage pit 12.

[0063] Figure 5 is a schematic three-dimensional diagram of an anchor pile. Figure 5 See also Figure 3 and Figure 4 , a cavity 21 is provided in the anchor pile 2, an opening 22 and a plurality of through holes 23 are provided on the outer wall of the anchor pile 2, the opening 22 and the through holes 23 are both in a state of communication with the cavity 21, and the opening 22 is located outside the surface of the slope 1, and the through holes 23 are located inside the slope 1. The side of the anchor pile 2 provided with the opening 22 is in contact with the bottom side wall of the planting groove 3, and the opening 22 is in a state of communication with the through holes 31 on the bottom side wall of the planting groove 3, and the through holes 23 of the anchor pile 2 are filled with sealing blocks pressed from fertilizers, so that when the anchor pile 2 is driven into the inside of the slope 1, the external mud or water will not enter the cavity 21 through the through holes 23.

[0064] When the anchor pile 2 and the planting groove 3 are installed, the external mud and water will enter the cavity 21 through the opening 22, so that the sealing block in the through hole 23 can dissolve in the direction away from the anchor pile 2, thereby increasing the nutrients in the soil around the anchor pile 2. At the same time, a part of the root system of the plant in the planting groove 3 will enter the cavity 21 through the opening 22 and extend from the through hole 23 to the outside of the cavity 21. Another part of the root system of the plant will extend downward through the through hole 31 of the planting groove 3 and be entangled with the outside of the anchor pile 2. Furthermore, a guide rod 32 is provided on the outer wall of the planting groove 3, and one end of the guide rod 32 is connected to the bottom of the planting groove 3. The guide rod 32 is connected to and located on the outside of the through hole 31, and the other end of the guide rod 32 extends to the inside of the slope 1 and is connected to the outer wall of the anchor pile 2, so that part of the root system of the plant can grow along the outer wall of the guide rod 32 and finally entangled with the outer wall of the anchor pile 2, and, under the promotion of the sealing block formed by pressing the fertilizer, the root system of the plant can be entangled with the anchor pile 2, thereby realizing the reliable fixation of the plant in the planting trough 3 and the inside of the slope 1, and will not fall over due to a small amount of soil erosion. Instead, with the continuous growth of the plant root system, the soil is stabilized, the scouring effect of rainwater on the slope 1 is reduced, and the soil erosion is controlled.

[0065] Figure 6 yes Figure 2 Schematic diagram of the enlarged structure at B in the figure. Figure 6 , an annular burr 42 is provided at the top of the upper water storage tank 4, a filter plate 43 is hinged on the burr 42, the top of the burr 42, the top of the filter plate 43 and the notch of the placement tank 11 are in a flush state, and a hydraulic rod 44 is provided on the inner wall of the upper water storage tank 4, and the hydraulic rod 44 pushes the filter plate 43 to rotate around the hinge point. When rainwater forms an erosion on the slope 1, the muddy water formed will first flow on the top of the slope 1. When the muddy water flows through the filter plate 43, the muddy sand in the muddy water will be trapped on the top of the filter plate 43, and the water flow in the muddy water will flow into the upper water storage tank 4, forming a filtering effect on the muddy water. When there is too much muddy sand trapped on the filter plate 43 or too much muddy sand leaked in the upper water storage tank 4, the filter plate 43 can be propped up by the hydraulic rod 44 to facilitate the cleaning of the muddy sand.

[0066] See also Figure 2 and Figure 4 A vertical plate 45 and an inclined plate 46 are also provided in the upper water storage tank 4. One side of the inclined plate 46 is connected to the inner wall of the upper water storage tank 4, and the other side of the inclined plate 46 is inclined downward and extends toward the middle of the upper water storage tank 4. The vertical plate 45 is fixed at the bottom of the upper water storage tank 4 and extends in the vertical direction. There is a distance between the bottom of the inclined plate 46 and the top of the vertical plate 45. One side of the inclined plate 46 is located above one side of the vertical plate 45, and the other side of the inclined plate 46 is located below the other side of the vertical plate 45.

[0067] Under the guidance of the inclined plate 46, the water flow will gather on the other side of the vertical plate 45 after passing through the filter plate 43 and entering the upper water storage tank 4. When the gathered water flow is too much, the water flow will overflow the vertical plate 45 and flow to one side of the vertical plate 45, and the connection point between the gravity pipe 41 and the upper water storage tank 4 is also located on one side of the vertical plate 45. In this way, after the water flow overflows the vertical plate 45, it will flow into the gravity pipe 41 and flow into the lower water storage tank 5 through the gravity pipe 41, thereby maximizing the storage capacity of the water flow. Furthermore, a water seepage plate 47 is provided at the bottom of the upper water storage tank 4, and the water seepage plate 47 is located on the other side of the vertical plate 45. In this way, after the water flow gathers in the upper water storage tank 4, a small amount of water will leak to the outside of the upper water storage tank 4 through the water seepage plate 47, thus significantly improving the moisture content inside the slope 1 and providing sufficient moisture for the growth of plants.

[0068] Figure 7 yes Figure 2 The enlarged structure diagram at C in the middle. Figure 7 The lower water storage tank 5 is a closed tank body, and an L-shaped drain pipe 53 is arranged in the lower water storage tank 5. The horizontal end of the drain pipe 53 is located above the lower water storage tank 5. The vertical end of the drain pipe 53 extends from the outer side of the lower water storage tank 5 to the inner side of the lower water storage tank 5 and is connected to the bottom of the lower water storage tank 5. A plurality of water holes 531 are arranged on the outer wall of the vertical end of the drain pipe 53, and the water holes 531 are located on the inner side of the lower water storage tank 5. After the water flows fill the lower water storage tank 5, it will enter the drain pipe 53 through the water holes 531, and then overflow outward through the drain pipe 53. A float 533 and a pressure switch 532 are also provided in the drain pipe 53. The pressure switch 532 is provided at the top of the vertical end of the drain pipe 53. The outer wall of the float 533 fits with the inner wall of the vertical end of the drain pipe 53. The outer diameter of the float 533 is larger than the inner diameter of the horizontal end of the drain pipe 53. In this way, it is ensured that the float 533 can only slide in the vertical end of the drain pipe 53.

[0069] Figure 8 This is a reference diagram of the explosion state of the branch pipe and the water storage pit. Figure 8 Combined with Figure 7When the water in the lower water storage tank 5 overflows through the drain pipe 53, the float 533 will float upward in the drain pipe 53 and press against the pressure switch 532. The pressure switch 532 is used to control the opening and closing of the water pump 51. When the float 533 presses against the pressure switch 532, the water pump 51 is in the open state, thereby pumping the water in the lower water storage tank 5 into the delivery pipe 52. The delivery pipe 52 includes a main pipe 521 and a plurality of branch pipes 522. The water storage pit 12 is connected to the main pipe 521 through the branch pipe 522. After the water is pumped into the main pipe 521 by the water pump 51, it will enter the water storage pit 12 through the branch pipe 522, thereby ensuring that there is enough water in the water storage pit 12 to leak into the interior of the slope 1, ensuring that there is enough water for the growth of plants, and thus improving the control effect of soil loss.

[0070] The above are all preferred embodiments of the present application, and the protection scope of the present application is not limited thereto. Therefore, any equivalent changes made according to the structure, shape, and principle of the present application should be included in the protection scope of the present application.

Claims

1. A comprehensive method for controlling soil and water loss on slope land, characterized in that: The steps include: S1. Arranging a plurality of anchor piles (2) along the surface of the slope (1), wherein the plurality of anchor piles (2) are arranged in a grid shape and the tails of the anchor piles (2) are located outside the surface of the slope (1); S2, placing planting grooves (3) on the anchor piles (2) on the same horizontal line, wherein a plurality of planting grooves (3) are arranged in parallel, and plants are planted in the planting grooves (3); S3, a placement groove (11) is dug at the top and the bottom of the slope (1), an upper water storage tank (4) with an open top is arranged in the placement groove (11) at the top of the slope (1), and a closed lower water storage tank (5) is arranged in the placement groove (11) at the bottom of the slope (1), and the upper water storage tank (4) and the lower water storage tank (5) are connected through a gravity pipe (41); S4. A water storage pit (12) is also dug on the surface of the slope (1), and water in the water storage pit (12) permeates toward the outside of the water storage pit (12); S5, a water pump (51) and a delivery pipe (52) are provided in the lower water storage tank (5), and the water pump (51) pumps the water flow in the lower water storage tank (5) into the water storage pit (12) through the delivery pipe (52); The radial cross-section of the planting groove (3) is wedge-shaped with a larger upper portion and a smaller lower portion. One side of the bottom of the planting groove (3) is in contact with the surface of the slope (1), and the other side of the bottom of the planting groove (3) is in contact with the anchor pile (2). Both sides of the bottom of the planting groove (3) are provided with a plurality of through holes (31), and muddy water passes through the planting groove (3) through the through holes (31); The anchor pile (2) is perpendicular to the surface of the slope (1); the head of the anchor pile (2) is in a pointed cone shape and extends to the inside of the slope (1); the tail of the anchor pile (2) is located outside the surface of the slope (1) and supports the planting trough (3); The anchor pile (2) is provided with a cavity (21), and an opening (22) and a plurality of through holes (23) are provided on the outer wall of the anchor pile (2), one of the openings (22) and the plurality of through holes (23) are both connected to the cavity (21), the opening (22) is attached to the other side of the bottom of the planting groove (3) and is connected to the corresponding through holes (31), the plurality of through holes (23) are all located inside the slope (1), and a sealing block formed by pressing fertilizer is provided in the through hole (23); An L-shaped drainage pipe (53) is provided in the lower water storage tank (5), the horizontal end of the drainage pipe (53) is located above the lower water storage tank (5), and the vertical end of the drainage pipe (53) is provided with a plurality of water permeable holes (531), and the water permeable holes (531) are located on the inner side of the lower water storage tank (5); A pressure switch (532) is provided at the top of the vertical end of the drainage pipe (53), and the pressure switch (532) is used to control the opening and closing of the water pump (51). A floating ball (533) is provided inside the vertical end of the drainage pipe (53), and the floating ball (533) floats upward and contacts the pressure switch (532).

2. A method for comprehensive control of soil and water loss on slope land according to claim 1, characterized in that: A plurality of guide rods (32) are provided on the side of the planting groove (3) that contacts the surface of the slope (1), one end of the guide rod (32) is connected to the planting groove (3), and the other end of the guide rod (32) penetrates into the interior of the slope (1) and is connected to the outer side of the anchor pile (2).

3. A comprehensive method for controlling soil and water loss on slope land according to claim 2, characterized in that: The inner wall of the water storage pit (12) is coated with concrete, and a movable filter plate (121) and a limit strip (122) are provided at the top opening of the water storage pit (12), one side of the movable filter plate (121) is hinged to the inner wall of the water storage pit (12), and the other side of the movable filter plate (121) is pressed against the bottom of the limit strip (122) and is connected to the limit strip (122) via bolts (123).

4. A comprehensive method for controlling soil and water loss on slope land according to claim 1, characterized in that: The top of the upper water storage tank (4) is provided with an annular burr (42), a filter plate (43) is hinged on the burr (42), and the top of the filter plate (43), the top of the burr (42) and the notch of the placement slot (11) are in a flush state; A hydraulic rod (44) is provided on the inner wall of the upper water storage tank (4), and the hydraulic rod (44) pushes the filter plate (43) to rotate around a hinge point.

5. A comprehensive method for controlling soil and water loss on slope land according to claim 4, characterized in that: The upper water storage tank (4) is provided with a vertical plate (45) and an inclined plate (46), wherein the inclined plate (46) is arranged above the vertical plate (45), one side of the inclined plate (46) is connected to the inner wall of the upper water storage tank (4) and is located above one side of the vertical plate (45), and the other side of the inclined plate (46) extends to the other side of the vertical plate (45) and has a distance from the top of the vertical plate (45); The gravity pipe (41) is connected to the bottom of the upper water storage tank (4), and the connection point between the gravity pipe (41) and the upper water storage tank (4) is located on one side of the vertical plate (45) and below the inclined plate (46).

6. A comprehensive method for controlling soil and water loss on slope land according to claim 5, characterized in that: A water seepage plate (47) is provided at the bottom of the upper water storage tank (4), and the water seepage plate (47) is located on the other side of the vertical plate (45).

7. The method for comprehensive control of soil and water loss on slope land according to claim 1, characterized in that: The inner diameter of the transverse end of the drainage pipe (53) is smaller than the outer diameter of the float. The delivery pipe (52) includes a main pipe (521) and a plurality of branch pipes (522). The water storage pit (12) is connected to the main pipe (521) via the branch pipe (522). The water pump (51) delivers the water flow in the lower water storage tank (5) to the main pipe (521) and the branch pipe (522).

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