TWM629675U - The river flows to higher places and the silt automatic removal system - Google Patents

Abstract

The model includes: a main reservoir, at least one secondary reservoir, at least two siphon mechanisms, at least two mud pumping devices, at least two mud-water separation devices, at least two silt drying sites, a silt conveyor belt, and a dry mud storage site. In which: the main reservoir is set underground and connected in parallel with the upstream of the river, and the auxiliary reservoir is installed according to the height required for river climbing; the siphon mechanism is installed in each reservoir. The water in each reservoir is pumped to the upper layer to the top reservoir and then discharged into the downstream of the river; the mud pumping device is equipped with a mud pump at the bottom of each reservoir to pump the sludge to the mud-water separation device. After the mud and water are separated, the water is discharged into the reservoir, and the sludge is transported to the sludge air-drying field to be air-dried, then transported to the dry mud storage field via the silt conveyor belt to be stored for transportation and reuse.

Description

River water flowing to high places and automatic silt removal system

This new type of "River Water Flowing to Heights and Automatic Sludge Removal System" is created by applying the laws and principles of physical mechanics such as atmospheric pressure, hydrostatics and siphon action.

Regarding the laws and principles of physical mechanics, such as atmospheric pressure, hydrostatics, and siphon action in nature, it is not difficult to find that the following two facts can be established:

1. The fluid contains gas and liquid. The side with high pressure P will automatically flow to the side with low pressure P. When the fluid pressure is balanced, the flow will be stopped to maintain a horizontal static state.

2. The siphon effect can also be generated by applying the principle of hydrostatics: At present, humans only think of applying the principle of atmospheric pressure to generate the siphon effect. Therefore, the pressure difference between the pressures P at both ends of the siphon can only be limited to 1 atmosphere P ₀ generated by the atmospheric pressure. = 100,000N/m ² to adjust the application, cannot exceed this limit, the application space is narrow, and the application scope cannot be expanded. In fact, the principle of hydrostatics can still be applied to the siphon action, and the two natural energy sources, "atmospheric pressure" and "water gravity", can be captured at the same time and used together, so that the pressure difference between the two ends of the siphon pipe is unbalanced and thus doubled. , it has to be increased to 2 atmosphere pressure P=200,000N/m ² , 3 atmosphere pressure P=300,000N/m ² , 4 atmosphere pressure P=400,000N/m ² to expand the application to solve energy, water control and many other problems Question; According to the principle of hydrostatics: the pressure P in the liquid increases with the increase of the liquid depth h and the liquid density d. At the same depth, the pressure P in all directions of the liquid is equal. That is, the liquid pressure P is only related to the water depth h and the density d, which are proportional to each other, and have nothing to do with the volume of the reservoir and the total weight of the water in the reservoir. Therefore, a main reservoir is set up 20 meters deep into the ground. On the ground next to it, a pair of reservoirs are set up, 5 meters high, and the long arm siphon is extended from the bottom of the main reservoir to the auxiliary reservoir. The top of the reservoir wall turns again and goes over the wall, and the short-arm siphon continues to extend down to the bottom of the auxiliary reservoir, forming an "inverted U-shaped siphon". A submersible pump is installed at the bottom of the long-arm siphon. After the water in the main reservoir is pumped into the auxiliary reservoir by the submersible pump, "the siphon pipe is full of water", "the siphon effect has been established", and then the submersible pump is turned off. The respective pressures at both ends of the siphon pipe are P=F/A=Ahd/A=hd, A is the cross-sectional area of the siphon pipe, and F is the total pressure of the liquid in the siphon pipe. Then, the bottom end of the long-arm siphon pipe is 20 meters deep, and the liquid pressure P= atmospheric pressure P ₀ +water gravity (hd)=100,000N/m ² +200,000N/m ² =300,000N/m ² , because the auxiliary reservoir has not yet entered water, the water depth is 0, the pressure at the bottom of the short arm siphon pipe P= Atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd)0=100,000N/m ² , the pressure difference between the two ends of the siphon P = 300,000N/m ² -100,000N/m ² =200,000N/m ² = 2 atmospheres P ₀ , the difference is great, the siphon effect is very strong, the flow rate is very fast, and the flow will not stop because the submersible pump is turned off; after the auxiliary reservoir is full of water, the water depth is 5 meters, the short arm siphon pipe Bottom pressure P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 50,000N/m ² =150,000N/m ² , if the length and width of the main and auxiliary reservoirs are the same, then the auxiliary reservoir After the pool is full of water, the water depth is 5 meters, the water level of the main reservoir is lowered by 5 meters, and the water depth becomes 15 meters. The pressure at the bottom of the long arm siphon pipe is P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 150,000N/m ² =250,000N/m ² , the pressure difference of the pressure P at both ends of the siphon pipe=250,000N/m ² -150,000N/m ² =100,000N/m ² =1 atmosphere P ₀ , the difference is still very large, the The water in the siphon will still automatically flow from the side with high pressure P to the side with low pressure P, and will not stop flowing. In the same way, if the main reservoir is set 30 meters and 40 meters deep into the ground, it can generate 3 atmospheres P ₀ and 4 atmospheres P ₀ , a huge pressure difference, so a huge siphon force is generated for application.

Atmospheric pressure, water gravity, and two energy sources are the cleanest, pollution-free, inexhaustible, and inexhaustible energy sources in nature. They are available for free 24 hours a day. Efficient development.

With the development of science and technology, one of the most important issues affecting human beings is the lack of clean "energy" and "water resources". Due to the popularization of industrialization of "electricity", clean energy has long been valued by human beings. However, the development of "water resources" has not been done much by human beings, resulting in ineffective results. Droughts and floods occur frequently. , In fact, water is more important than electricity. Lack of electricity will not kill people, but will only affect human life and industrial productivity.

In view of this, how to use modern technology to develop water resources, divert water to irrigate farmland, increase grain production, animal husbandry, aquaculture, afforestation, and solve water for people's livelihood and industry, etc., a series of issues are worthy of in-depth discussion. Moreover, due to insufficient food production, some places are suffering from hunger and cold, and there is no rice to cook, which has become one of the crises of human existence, which must be solved urgently. The "River Water Flows to Heights and Automatic Sludge Removal System" can make the river cut and bend straight, run straight up the slope and cross the mountain, and automatically remove the silt, avoiding the waste of a lot of land when the river takes a detour with nine bends and eighteen turns. It brought huge amounts of silt and blocked the river, so as to give full play to the benefits of river flood evacuation and irrigation, prevent floods, increase agricultural land, and do a good job in soil and water conservation, so that large areas of wasteland and desert can be turned into fertile fields, which is actually the development of water resources. Top priority key topics.

This new model satisfies the above-mentioned problems of "river water flowing to high places and automatic silt removal system", and effectively solves various problems of river cutting, bending and straightening, running straight up slopes and over ridges, and automatic stirring to remove silt.

Technical solution: In order to achieve the above-mentioned purpose and its effect, the present invention discloses a "river water flowing to a high place and an automatic sludge removal system", comprising: a main reservoir, at least one auxiliary reservoir, at least two siphon mechanisms, at least one Two mud pumping devices, at least two mud-water separation devices, at least two sludge drying fields, one sludge conveyor belt, and one dry mud storage field, wherein: the main reservoir and the auxiliary reservoir: the length of each reservoir The width and height are the same, and the water storage capacity is the same. The height of more than 20 meters is determined by the climbing height of the river, and must be 5 meters deeper than the water depth of the river. The length is the same as the width of the river. The bottom of the pool is stirred back and forth to remove the silt; each reservoir is equipped with a water level monitor; further, the main reservoir and the sub-reservoir are constructed by climbing up to the upper layers in a step-by-step manner according to the mountain. The pools are located underground and are connected horizontally to the upper reaches of the river. The number of sub-reservoirs installed depends on the climbing height of the river. If the water depth of the river is 22 meters, the climbing height is 40 meters. The height can be set to 30 meters, which is more than 5 meters deeper than the river water depth; that is, the main reservoir is 30 meters deep into the ground and connected horizontally with the upstream of the river, and there are 3 auxiliary reservoirs, which are raised by 10 meters layer by layer; , the main reservoir is 30 meters deep into the ground, the first auxiliary reservoir is 20 meters deep and 10 meters above the ground, the second auxiliary reservoir is 10 meters deep and 20 meters above the ground, and the third auxiliary reservoir is 20 meters above ground. The long-arm siphon pipe of the siphon mechanism in the third sub-reservoir, which is located 30 meters above the ground, is extended upwards by another 10 meters before the water is discharged into the lower reaches of the river, so that the water in the upper reaches of the river can climb 40 meters. Rice flows into the river downstream.

Said siphon mechanism: a row of long-arm siphons is set on the wall of the main reservoir near the first auxiliary reservoir, and the row of long-arm siphons extends upward from the bottom of the wall of the main reservoir to reach the first sub-reservoir. The top of the sub-reservoir then turns and goes over the wall, and the short-arm siphon extends 10 meters down into the first sub-reservoir, "forming an inverted U-shaped siphon", with "one long side and one short side"; Others, the row of long-arm siphons of the first sub-tank; the row of short-arm siphons and the row of long-arm siphons of the second sub-tank; the row of short-arm siphons and The row of long-arm siphon pipes; and the row of short-arm siphon pipes in the downstream of the river are installed and set up one by one according to the above formula; in addition, a small electric gate and a submersible pump are arranged at the bottom end of the row of long-arm siphon pipes in each reservoir; When the complete set of equipment of this system is constructed and the main reservoir is full of water, when the switch of the small electric gate at the bottom of the long arm siphon in the main reservoir is turned on, the water will rush into the hollow long In the arm siphon, the water quickly rushed up 30 meters from the bottom of the long arm siphon to the height of the main reservoir, the water inside and outside the long arm siphon has been balanced and should have stopped flowing, but the first auxiliary water storage The pool is still empty and has not been filled with water. Therefore, the pressure at the bottom of the long arm siphon pipe of the main reservoir is P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 300,000N/m ² =400,000N/m ² =4 atmospheric pressure P ₀ ; and the pressure at the bottom end of the short arm siphon pipe of the first auxiliary reservoir P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 0 (because water has not yet entered)=100,000N/ m ² ; the pressure difference between the two ends of the siphon = 400,000N/m ² -100,000N/m ² =300,000N/m ² =3 atmospheres P ₀ , the difference is very large, and the water has rushed up 30 meters quickly, due to the law of inertia With the addition of a pressure difference of 3 atmospheres P ₀ , the water will not stop flowing, but will continue to rush upward into the first secondary reservoir. At this time, the entire siphon tube has been filled with water, the siphon effect has been established, and the water It will not stop flowing, and will continue to flow from the end of the long-arm siphon with high pressure P into the short-arm siphon with low pressure P; if the diameter of the siphon is too large, the gravity of the water will be too large, and cannot be determined by the law of inertia and The pressure difference of 3 atmospheric pressure P ₀ , when the water is flushed and flows into the first auxiliary reservoir, as long as the submersible pump at the bottom of the long arm siphon is turned on, and the water is pumped into the first auxiliary reservoir, the whole The siphon pipe has been filled with water, and the siphon effect has been established, the submersible pump can be turned off, and the water will continue to flow; after the first auxiliary reservoir is filled with water, the row of short arms of the first auxiliary reservoir The siphon is only 10 meters deep into the water, so the bottom pressure of the short arm siphon is P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 100,000N/m ² =200,000N/m ² , the pressure difference between the two ends of the siphon =400,000N/m ² -200 ,000N/m ² =200,000N/m ² =2 atmospheric pressure P ₀ , the difference is still very large, so the water will not stop flowing, and the water in the main reservoir will still be pumped to the first secondary reservoir ; At this time, when the water level height monitor in the first auxiliary reservoir finds that the water level is full, it will automatically notify the switch to open the small electric gate at the bottom of the long arm siphon in the first auxiliary reservoir. , the water quickly rushes into the long-arm siphon and flows into the second sub-reservoir; and so on, into the third sub-reservoir, and into the downstream of the river; that is, each water storage After the tank is full of water, the pressure difference between the two ends of the siphon mechanism is always fixed at 2 atmospheres P ₀ , because the number of siphon pipes, pipe diameter, length and pressure difference between the two ends of the siphon mechanism of each reservoir are fixed and the same, Therefore, the water inflow of each reservoir = the amount of water discharged to the upper reservoir, which is always fixed and will not change; therefore, when the water level monitor in the main reservoir finds the water level of the main reservoir When the water level is higher than the water level of each sub-reservoir, it means that the flow rate in the upstream of the river is larger than the flow rate of each reservoir. The switch of the electric gate will automatically open a few more siphons to increase the flow of each reservoir; if the water level monitor in the main reservoir finds that the water level in the main reservoir is lower than each reservoir When the water level in the sub-reservoir is high, it means that the flow rate in the upstream of the river is smaller than the flow rate of each reservoir. The flow of the pool decreases; when the water level of each reservoir is the same, it means that the flow of the upstream of the river is the same as the flow of each of the reservoirs. At this time, the flow velocity and flow of the upstream and downstream of the river have been balanced, and the number of siphons in the siphon mechanism It will be fixed and stop the adjustment, so that the flow velocity and flow of the upstream and downstream of the river can be balanced and smooth; if it rains, heavy rain, typhoon, or sudden increase in rainfall, the water level in the upstream of the river will skyrocket, and the water level in the main reservoir will increase sharply. , when the water level of each reservoir is much higher than the water level of each reservoir, the switches of the electric gate under the long-arm siphon of the standby siphon of the siphon mechanism in each reservoir will automatically be fully opened, so that the The flow increases instantly, and the water from the upstream of the river is transported to the downstream in time, without causing floods and landslides. In other words, when the system is constructed, the number of spare siphon pipes of the siphon pipe mechanism has been planned according to the largest rainfall over the years at the location of the river, so as to cope with it.

The mud pumping device: a small mud pumping boat is installed at the bottom of each reservoir. The small mud pumping boat is equipped with a power system, which can drive a left rear wheel and a right rear wheel, and push a front wheel forward or Backward, a rotating shaft is set on the top of the front wheel to connect an electric steering wheel, which can drive the front wheel to the left or right; the bow of the dredger is equipped with a mud mixer, which can mix the viscous mud and water at the bottom of the reservoir together. After the muddy water becomes turbid, the muddy water is pumped to the mud pumping device on the river bank by a mud pumping hose, and the mud pumping hose is fixedly installed on the mud pumping boat by means of a plurality of fixing seats. , so that the mud pumping hose can move back and forth with the mud pumping ship to remove the mud; the bow of the mud pumping ship is equipped with a searchlight, a camera, and a sealed computer, and the computer analyzes the pictures from the camera to understand the mud at the bottom of the reservoir In the case of accumulation, drive the dredger back and forth to remove the silt; if the muddy water is serious, the picture from the camera is not clear and cannot be recognized and interpreted, an anti-collision cushion is installed around the dredger, and the computer will drive the dredger. The boat moves slowly to the left, and when it hits the left wall of the cistern, When the back wall hits the back wall, it is set as the starting point, and the dredger is driven back and forth at the bottom of the reservoir according to the route and speed set by the computer. Since the reservoir is 5 meters deeper than the river, the river The large amount of silt brought by the upstream has large and bulky particles, far larger than the particles of water molecules, which are small and frivolous. When the river water is blocked by the walls of the next reservoir, the river water cannot flow directly to the next reservoir, and the silt will be in the water. The sedimentation tank rotates and settles. At this time, the bottom end of the long-arm siphon pipe of the siphon mechanism in the tank is installed at the bottom of the tank to pump water down, and the coarse and bulky sludge will quickly Pulled to the bottom of the reservoir, some of the smaller and lighter silt will be sucked into the next reservoir by the siphon pipe, and the thick and heavy silt will accumulate at the bottom of the reservoir, because the reservoir is a reinforced concrete structure. Different from the mud structure of the river, the mud mixer of the mud pump can easily drive back and forth on the reinforced concrete floor at the bottom of the reservoir, and mix mud and water together into mud water and pump it to the mud pumping device on the shore; the There is an electric gate under the cabin of the dredger. When the switch of the electric gate is opened, the water will rush into the cabin. After the cabin is full of water, the dredger will sink to the bottom of the reservoir for sludge removal. There is also an electric gate above the cabin, which can discharge the accumulated water in the cabin so that the dredger can float up for maintenance; a propeller and a rudder are arranged behind the dredger, when the dredger floats for maintenance and recovery , the computer can drive the dredger to find the location of the shore for repair and recovery, and dock to the shore for repair and recovery.

The mud-water separation device: it is a related equipment that uses the reverse osmosis method of the existing seawater desalination production system to apply semi-permeable membranes to separate the muddy water pumped up by the mud pumping ship, and the separated water is discharged back to the storage by a drain pipe. In the pool, the separated sludge is transported to the sludge air-drying field by means of a sludge conveying pipe.

Described silt air-drying field: several large-scale hot air blowers are installed above and on both sides, and multiple rows of silt mixing rollers are installed below it, and a roller transmission frame is installed on both sides of the row of silt mixing rollers. It can drive the sludge stirring roller to roll up and down at a slow speed to stir the sludge for air drying; a hygrometer and a sludge push plate are installed in the sludge drying field. When the hygrometer detects that the sludge has been air-dried, the roller transmission frame will After the sludge row stirring roller rotates to the top of the sludge air-drying field, and then rapidly rotates the sludge row stirring roller to shake off the sludge remaining on the sludge row stirring roller, at this time, the The sludge pusher then pushes the air-dried sludge onto the continuously rotating conveyor belt.

The conveyor belt: a ready-made device that continuously rotates to transport the air-dried sludge to the dry sludge storage site for storage.

The dry mud storage field: the dry mud can be centrally stored for convenient transportation, and then processed and utilized.

The present invention also discloses an "Automatic River Sludge Removal System": the system is compared with the above-mentioned "River Water Flows to Heights and Sludge Automatic Removal System", comprising: a main reservoir, at least one auxiliary reservoir, and at least two siphon mechanisms , at least two mud pumping devices, at least two mud-water separation devices, at least two sludge air drying fields, a sludge conveyor belt, and a dry mud storage field, wherein: the main reservoir and the auxiliary reservoir: each reservoir The length, width and height are the same, the water storage capacity is the same, the height is more than 20 meters, and it must be 5 meters deeper than the river, the length is the same as the width of the river, and the width is enough to accommodate a small mud pumping boat to stir back and forth at the bottom of the reservoir Remove silt; each reservoir is equipped with a water level monitor; further, the main reservoir is located underground and connected to the upstream of the river. The number of times is set. If the number of times that the river silt needs to be removed is 3 times, the river silt can be cleaned automatically. Then, there are 2 auxiliary reservoirs, that is, the main reservoir, the first auxiliary reservoir, and the auxiliary reservoir. The second cistern, so that the silt of the river is It can be cleared 3 times; because the system does not need to climb mountains and mountains to run, therefore, all reservoirs are set up in parallel underground.

In addition, the siphon mechanism, the mud pumping device, the mud-water separation device, the mud drying field, the mud conveying belt, and the dry mud storage field are all related to the above-mentioned "river water flowing to high places and The structure of "Automatic Sludge Removal System" is the same and will not be repeated here.

This "Automatic River Sludge Removal System" can be used independently for any river to automatically remove silt from the river; when the river is installed every 200 to 300 kilometers, depending on the situation, one set can be installed to ensure the water quality of the entire river is clear and clean. .

In order to make your examiners have a further understanding and understanding of the technical characteristics and the achieved effects of the new product, I would like to accompany the drawings of the preferred embodiments.

A1: Main Reservoir

B1: Auxiliary Reservoir

1: Siphon mechanism

11: Electric gate

12: Submersible pump

13: Siphon holder

2: mud pumping device

21: Mud pumping hose

22: Mud Boat

221: Front Wheel

222: Left rear wheel

223: Right rear wheel

23: Rudder

24: Sludge Mixer

25: Mud pumping hose holder

26: Searchlight

27: Camera

28: Water inlet electric gate

29: Drainage electric gate

3: Slurry separation device

31: Drainpipe

32: Sludge delivery pipe

4: Silt drying field

41: Sludge mixing roller

42: Roller drive frame

43: Hot air blower

44: Silt pusher

5: Conveyor belt

6: Dry Mud Storage Yard

Fig. 1 is the three-dimensional structure schematic diagram of the novel overall system; Fig. 2 is the overall system schematic diagram of the new type without sludge automatic removal equipment; Fig. 3 is the side partial schematic diagram of the new type without sludge automatic removal equipment; The schematic diagram of the side water inlet operation of the automatic sludge removal equipment; Figure 5 is the structural schematic diagram of the new siphon mechanism and the mud pumping device; Figure 6 is the structural schematic diagram of the new mud pumping ship; Figure 8 is a schematic diagram of the structure of the row of rollers after the sludge is dried in the new type of sludge drying field; Figure 9 is a schematic diagram of the three-dimensional structure of the overall system of another independent item of the new type; Figure 10 is another independent project of the new type. The overall system schematic diagram of the automatic sludge removal equipment is not included in the item; Figure 11 is a schematic diagram of the side part of another independent item of the new type of automatic removal equipment without sludge; Figure 12 is a schematic diagram of the side water inlet operation of another independent item of the new type of automatic sludge removal equipment.

As shown in Figures 1 to 8, a "river water flow to a high place and an automatic sludge removal system" disclosed in this new model includes: a main reservoir A1, at least one auxiliary reservoir B1, and at least two siphon mechanisms 1 , at least two mud pumping devices 2, at least two mud-water separation devices 3, at least two mud drying fields 4, a mud conveying belt 5, and a dry mud storage field 6, wherein: the main reservoir A1 and the auxiliary water storage Pool B1: As shown in Figure 1 to Figure 4, the length, width and height of each reservoir are the same, and the water storage capacity is the same. The height of more than 20 meters is determined by the climbing height of the river, and must be 5 meters deeper than the river's water depth. The width of the river is the same as that of the river, and it is wide enough to accommodate a small dredger 22 stirring back and forth at the bottom of the reservoir to remove the silt; each reservoir is provided with a water level monitor (not shown in the figure); further, the The main reservoir A1 and the auxiliary reservoir B1, as shown in Figures 1 to 4, are constructed by climbing up the upper layers in a step-by-step manner. The main reservoir A1 is located underground and is connected horizontally to the upstream of the river. The number of the auxiliary reservoirs B1 is set according to the height of the river climbing. If the river water depth is 22 meters and the climbing height is 40 meters, then the height of each reservoir is set to 30 meters, which is 5 meters higher than the river water depth. meter or more; that is, the main reservoir A1 is 30 meters deep underground and is connected horizontally with the upstream of the river, and there are 3 auxiliary reservoirs B1, which are raised 10 meters layer by layer; that is, the main reservoir A1 is deep underground 30 meters m. The sub-reservoir B1 is 20 meters underground and the height is 10 meters above the ground. The sub-reservoir B2 is 10 meters deep and 20 meters above the ground. The sub-reservoir B3 is set on the ground and has a height of 30 meters. A long-arm siphon pipe of the siphon mechanism 1 in B3 is extended upward for another 10 meters, and then the water is discharged into the downstream of the river, so that the The water in the upstream of the river can climb 40 meters and flow into the downstream river; the siphon mechanism 1: as shown in Figure 5, a row of long-arm siphons is set on the wall of the main reservoir A1 against the auxiliary reservoir B1, The row of long-arm siphon pipes extends upward from the bottom of the wall of the main reservoir A1 to the top of the auxiliary reservoir B1 and then turns over the wall, and the short-arm siphons extend downward for 10 meters into the auxiliary reservoir In B1, "form an inverted U-shaped siphon", and "one side is long and one side is short"; other, the row of long-arm siphons of the auxiliary reservoir B1; the row of short-arm siphons and the row of the sub-reservoir B2 The long-arm siphons; the row of short-arm siphons and the row of long-arm siphons in the auxiliary reservoir B3; and the row of short-arm siphons in the downstream of the river are installed one by one according to the above formula; A small electric gate 11 and a submersible water pump 12 are arranged at the bottom end of the long arm siphon.

The siphon mechanism 1: When the complete set of equipment of the system is constructed and the main reservoir A1 is filled with water, when the switch of the small electric gate 11 at the bottom of the long arm siphon in the main reservoir A1 is turned on, the water That is, after the turbulent rushing into the hollow long-arm siphon, the water quickly rushes up 30 meters from the bottom of the long-arm siphon to the height of the main reservoir A1, the water inside and outside the long-arm siphon has been balanced and should have stopped. flow, but the auxiliary reservoir B1 is still empty and has not yet entered water. Therefore, the pressure at the bottom end of the long arm siphon pipe of the main reservoir A1 is P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 300,000 N/m ² =400,000N/m ² =4 atmospheric pressure P ₀ ; and the pressure at the bottom of the short arm siphon pipe of the auxiliary reservoir B1 P = atmospheric pressure P ₀ 100,000 N/m ² + water gravity (hd) 0 (due to Water has not yet entered) = 100,000N/m ² ; the pressure difference between the two ends of the siphon = 400,000N/m ² -100,000N/m ² =300,000N/m ² =3 atmospheric pressure P ₀ , the difference is very large, and the water has rushed upward rapidly After 30 meters, due to the law of inertia and the pressure difference of 3 atmospheres P ₀ , the water will not stop flowing, but will continue to rush upward into the auxiliary reservoir B1. At this time, the entire siphon is full of water. , the siphon effect has been established, and the water will not stop flowing, and will continue to flow from the end of the long-arm siphon with high pressure P into the short-arm siphon with low pressure P; if the diameter of the siphon is too large, the gravity of the water is too large , when the water cannot be flushed into the auxiliary water storage tank B1 by the law of inertia and the pressure difference of 3 atmospheres P ₀ , just open the submersible water pump 12 at the bottom of the long arm siphon to pump the water into the auxiliary water storage tank After entering the pool B1, the entire siphon pipe has been filled with water, and the siphon effect has been established. The submersible pump 12 can be turned off, and the water will continue to flow; after the auxiliary reservoir B1 is filled with water, the auxiliary reservoir The row of short-arm siphon pipes of B1 is only 10 meters deep into the water, so the bottom pressure of the short-arm siphon pipes is P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 100,000N/m ² =200,000N/m ² , The pressure difference between the two ends of this siphon = 400,000N/m ² -200,000N/m ² =200,000N/m ² =2 atmospheres P ₀ , the difference is still huge, so the water will not stop flowing, it will still be the main reservoir A1 The water is pumped to the auxiliary reservoir B1; at this time, when the water level monitor in the auxiliary reservoir B1 finds that the water level is full, it will automatically notify the controller to open the auxiliary reservoir B1. The switch of the small electric gate 11 at the bottom end of the arm siphon is turned on, and the water quickly rushes into the long arm siphon and flows into the auxiliary reservoir B2; and so on, flows into the auxiliary reservoir B3 and flows to the river In the downstream of the siphon; that is, after each reservoir is filled with water, the pressure difference between the two ends of the siphon mechanism 1 starts to It is finally fixed at 2 atmospheres P ₀ , because the number of siphon pipes, pipe diameter, length and pressure difference between the two ends of the siphon pipe mechanism 1 in each reservoir are all fixed and the same, therefore, the inflow of each reservoir = the amount of water transported to the upper layer of storage. The drainage volume of the tank is always fixed and will not change; therefore, when the water level monitor in the main tank A1 finds that the water level of the main tank A1 is higher than that of the auxiliary tanks B1 At this time, it means that the flow of the upstream of the river is larger than the flow of each reservoir. At this time, the switch of the electric gate 11 under the long arm siphon of the backup siphon of the siphon mechanism 1 in each reservoir will automatically Open a few more siphons to increase the flow of each reservoir; if the water level monitor in the main reservoir A1 finds that the water level in the main reservoir A1 is lower than the water level in the sub reservoirs B1 At this time, it means that the flow of the upstream of the river is smaller than the flow of each reservoir. At this time, the number of the siphons in each reservoir will be automatically turned off, so that the flow of each reservoir will be reduced; The water level of each reservoir is the same, which means that the flow rate of the upstream of the river is the same as that of each reservoir, and the flow velocity and flow of the upstream and downstream of the river have been balanced. Keep the flow velocity and flow of the upstream and downstream of the river balanced and smooth; if it rains, heavy rain, typhoon, or sudden increase in rainfall, the water level in the upstream of the river will skyrocket, and the water level of the main reservoir A1 will increase sharply, which is higher than that of each reservoir. When the water level is much higher, the switches of the electric gates 11 under the long-arm siphons of the spare siphons of the siphon mechanism 1 in the cisterns will be fully opened automatically, so that the flow of the cisterns will increase instantly. The water from the upstream of the river is transported to the downstream in time without causing floods or landslides. In other words, the system has planned the number of backup siphons of the siphon mechanism 1 according to the largest rainfall over the years at the location of the river when the system is constructed.

Described mud pumping device 2: as shown in Figure 5 and Figure 6, a small mud pumping ship 22 is installed at the bottom of each reservoir, and the small mud pumping ship 22 is provided with a power system (not shown in the figure), It can drive a left rear wheel 222 and a right rear wheel 223 to push a front wheel 221 forward or backward. The front wheel 221 is provided with a rotating shaft connected to an electric steering wheel (not shown in the figure), which can drive the front wheel 221 to the left or to the left. Drive to the right; a mud mixer 24 is provided on the bow of the mud pumping boat 22, which can mix the viscous mud and water at the bottom of the reservoir into turbid mud water, and then use a mud pumping hose 21 to pump the mud water to the river bank. In the mud pumping device 2 on the side, the mud pumping hose 21 is fixedly installed on the mud pumping vessel 22 by means of a plurality of fixing seats 25, so that the mud pumping hose 21 can follow the pump The dredger 22 moves back and forth to remove the silt; the bow of the dredger 22 is provided with a searchlight 26, a camera 27, and a sealed computer (not shown in the figure), and the computer analyzes the pictures from the camera 27 to understand the silt at the bottom of the reservoir In case of accumulation, drive the dredger 22 to clear it back and forth Sludge removal; if the muddy water is seriously turbid and the picture from the camera 27 is unclear and cannot be recognized and interpreted, an anti-collision cushion (not shown in the figure) is set around the mud pumping boat 22, and the computer drives the mud pumping boat 22. Slowly move to the left, and when it hits the left wall of the reservoir, back up again, when it hits the back wall, it is set as the starting point, and starts to drive the dredger according to the route and speed set by the computer 22 The bottom of the reservoir is cleaned up and down; since the reservoir is 5 meters deeper than the river, the particles of a large amount of silt brought by the upstream of the river are coarse and bulky, and the particles far larger than the water molecules are small and frivolous. The wall of the pool blocks, the river water cannot flow directly to the next reservoir, and the sludge will spin and settle in the reservoir. At this time, the bottom end of the long arm siphon of the siphon mechanism 1 in the reservoir , it is installed at the bottom of the reservoir to pump water down, the coarse and bulky silt will be quickly pulled to the bottom of the reservoir, and some of the smaller and lighter silt will be sucked into the next reservoir by the siphon. Coarse and bulky silt will accumulate at the bottom of the reservoir. Because the reinforced concrete structure of the reservoir is different from the soil structure of the river, the mud mixer 24 of the dredger 22 can easily be placed on the reinforced concrete floor at the bottom of the reservoir. Driving up and down, the viscous mud and water are stirred together into turbid mud water and pumped to the mud pumping device 2 on the shore; an electric gate 28 is provided under the cabin of the mud pump 22, and the switch of the electric gate 28 is turned on At this time, the water rushed into the cabin, and after the cabin was full of water, the dredger 22 sank to the bottom of the reservoir for sludge removal work, and an electric gate 29 was also installed on the cabin to drain the accumulated water in the cabin. The dredger 22 can be floated for repair and recovery; a propeller 23 and a rudder (not shown in the figure) are arranged behind the dredger 22. When the dredger 22 is floated for repair and recovery, the computer can drive the dredger 22. The dredger 22 finds the location for restoration on the shore, and docks for restoration.

The mud-water separation device 3: as shown in FIG. 1 , it is a related device using the reverse osmosis method of the off-the-shelf seawater desalination production system to apply semi-permeable membranes to separate the muddy water pumped by the mud pumping vessel 22. , by a drain pipe 31 back into the reservoir, the separated sludge, Then, it is transported to the sludge air drying field 4 by a sludge conveying pipe 32 .

Described silt air-drying field 4: as shown in Figure 7, Figure 8, several large-scale hot air blowers 43 are installed on its top and both sides, multiple rows of silt mixing rollers 41 are installed below it, and both sides of this row of silt mixing rollers 41 are installed. A roller transmission frame 42, the roller transmission frame 42 can drive the row of sludge stirring rollers 41 to roll up and down at a slow speed to stir the sludge for air drying; the sludge air drying field 4 is provided with a hygrometer (not shown in the figure), and a sludge push plate 44 , when the hygrometer detects that the sludge has been air-dried, the roller transmission frame 42 will rotate the row of sludge stirring rollers 41 to the top of the sludge air-drying field 4, and then quickly rotate the row of sludge stirring rollers 41 to shake off the residues in After the sludge is discharged and stirred on the roller 41, the sludge pusher 44 installed under the sludge drying field immediately pushes the dried sludge to the continuously rotating conveyor belt 5.

The conveyor belt 5: As shown in Figures 7 and 8, it is a ready-made device, and it is continuously rotated to transport the air-dried sludge to the dry sludge storage field 6 for storage.

The dry mud storage field 6: As shown in Figure 1, dry mud can be centrally stored for convenient transportation, and then processed and utilized.

The present invention also discloses a "River Automatic Sludge Removal System": as shown in Figure 9, Figure 10, Figure 11, Figure 12, the system is compared with the above-mentioned "River water flow to high places and silt automatic removal system", including: a main Reservoir A1, at least one pair of reservoir B1, at least two siphon mechanisms 1, at least two mud pumping devices 2, at least two mud-water separation devices 3, at least two sludge drying fields 4, one sludge conveyor belt 5, and one dry mud storage Field 6, wherein: the main reservoir A1 and the auxiliary reservoir B1: as shown in Figures 9 to 12, the length, width and height of each reservoir are the same, the water storage capacity is the same, and the height is more than 20 meters. And it must be 5 meters deeper than the river, and the length is the same as the width of the river, and it is wide enough to accommodate a small mud pump22 in the reservoir. The bottom is stirred back and forth to remove the silt; each reservoir is equipped with a water level monitor (not shown in the figure); further, the main reservoir A1 is set underground to connect with the upstream of the river, and the auxiliary reservoir B1 The number of installations is set according to the number of times the river silt needs to be removed. If the river silt needs to be removed three times before the river silt can be cleaned, then the auxiliary reservoir B1 is set to 2, that is, the main Reservoir A1, the sub-reservoir B1, and the sub-reservoir B2, in this way, the silt in the river can be removed three times, and the silt in the river can be cleaned up; The cisterns are placed in the ground horizontally.

Others, as shown in FIGS. 9 to 12 , the siphon mechanism 1 , the mud pumping device 2 , the mud-water separation device 3 , the mud drying field 4 , the mud conveyor belt 5 , and the dry mud The storage yard 6 is the same as the above-mentioned "River water flow to high places and automatic sludge removal system", and will not be repeated here.

This "Automatic River Sludge Removal System" can be used independently for any river to automatically remove silt from the river; when the river is installed every 200 to 300 kilometers, depending on the situation, one set can be installed to ensure the water quality of the entire river is clear and clean. .

The newly disclosed "River Water Flows to Heights and Automatic Sludge Removal System" and "River Automatic Sludge Removal System" are two new products with new structures and new ideas, which can indeed solve the problem of climbing mountains and mountains when rivers are cut and bent. It can automatically remove the silt in the river to solve the problems of river blockage, floods, landslides, and perfect soil and water conservation. It has great stability, practicability and forward-looking value.

The above descriptions are only the preferred embodiments of the present invention, and all changes based on the technical means of the present invention should be included in the scope of the patent application of the present invention, and are hereby described.

A1: Main Reservoir

B1: Auxiliary Reservoir

1: Siphon mechanism

11: Electric gate

12: Submersible pump

13: Siphon holder

2: mud pumping device

21: Mud pumping hose

3: Slurry separation device

31: Drainpipe

32: Sludge delivery pipe

4: Silt drying field

41: Sludge mixing roller

42: Roller drive frame

43: Hot air blower

5: Conveyor belt

6: Dry Mud Storage Yard

Claims (5)

A system for river water flowing to high places and automatic sludge removal, characterized in that it comprises: a main reservoir (A1), at least one auxiliary reservoir (B1), at least two siphon mechanisms (1), at least two mud pumping A device (2), at least two sludge-water separation devices (3), at least two sludge drying fields (4), a sludge conveyor belt (5), and a dry sludge storage field (6), wherein: the main reservoir (A1 ) is located in the ground and is horizontally connected to the upstream of the river; the auxiliary reservoir (B1) is installed in layers according to the height required for river climbing; the siphon mechanism (1) is installed in each reservoir, The water in each reservoir is pumped to the upper layer to the reservoir on the top layer and then discharged into the downstream of the river; the mud pumping device (2) is provided with a mud pumping boat (22) at the bottom of each reservoir. After the sludge is pumped to the mud-water separation device (3) to separate the mud-water, the water is discharged into the reservoir, and the sludge is transported to the sludge air-drying field (4). The dry mud storage yard (6) is stored for transportation and reused; the main reservoir (A1) and the auxiliary reservoir (B1): the length, width and height of each reservoir are the same, and the water storage capacity is the same, The height of more than 20 meters is determined by the climbing height of the river, and must be 5 meters deeper than the water depth of the river, the length is the same as the width of the river, and the width is enough to accommodate a small mud pumping boat (22) at the bottom of the reservoir to stir and remove Sludge; each reservoir is provided with a water level height monitor; the main reservoir (A1) and the sub-reservoir (B1) are constructed by climbing up to the upper layers in a stepped manner according to the mountain. The main reservoir (A1) ) is located underground and connected horizontally with the upstream of the river. The number of the auxiliary reservoirs (B1) is set according to the height of the river climbing. If the river water depth is 22 meters, the climbing height is 40 meters. The height of the pool is set to 30 meters, which is more than 5 meters deeper than the water depth of the river; that is, the main reservoir (A1) is 30 meters deep into the ground and is connected horizontally with the upstream of the river, and there are 3 auxiliary reservoirs (B1), Raised by 10 meters layer by layer; that is, the main reservoir (A1) is 30 meters deep into the ground, and the auxiliary reservoir (B1) is 20 meters below the ground and 20 meters above the ground, the auxiliary reservoir (B2) is 10 meters underground and 20 meters above the ground, the auxiliary reservoir (B3) is set at 30 meters above the ground, and the auxiliary reservoir (B3) A row of long-arm siphon pipes of the siphon mechanism (1) is extended upwards by 10 meters, and then the water is discharged into the downstream of the river, so that the water in the upper reaches of the river can climb 40 meters and flow into the downstream river; the siphon mechanism (1) 1): A row of long-arm siphon pipes is arranged on the side of the main reservoir (A1) by the wall of the auxiliary reservoir (B1), and the row of long-arm siphon pipes is upward from the bottom of the wall of the main reservoir (A1). Extend to the top of the auxiliary reservoir (B1) and then turn over the wall, and the short arm siphon extends down 10 meters into the auxiliary reservoir (B1), "forming an inverted U-shaped siphon", and "One side is long and one side is short"; other, the row of long-arm siphons of the auxiliary reservoir (B1); the row of short-arm siphons and the row of long-arm siphons of the sub-reservoir (B2); the sub-reservoir (B3) The row of short-arm siphons and the row of long-arm siphons; and the row of short-arm siphons downstream of the river are installed one by one according to the above formula; A small electric gate (11) and a submersible water pump (12) are provided. As claimed in claim 1, the river water flows to a high place and the automatic sludge removal system is characterized in that, the siphon mechanism (1): after the construction of the complete set of equipment of the system is completed, after the main reservoir (A1) is filled with water, When the switch of the small electric gate (11) at the bottom of the long-arm siphon in the main reservoir (A1) is turned on, water will rush into the hollow long-arm siphon, and the water will flow from the bottom of the long-arm siphon to the After rushing up to 30 meters to the height of the main reservoir (A1), the water inside and outside the long arm siphon has been balanced and should have stopped flowing. However, the secondary reservoir (B1) is still empty and has not yet entered the water. , therefore, the pressure P at the bottom end of the long arm siphon pipe of the main reservoir (A1) = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 300,000 N/m ² =400,000N/m ² =4 atmospheric pressure P ₀ ; and the pressure P at the bottom of the short arm siphon pipe of the auxiliary reservoir (B1) = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 0 (because no water has entered)=100,000N/m ² ; the The pressure difference between the two ends of the siphon = 400,000N/m ² -100,000 N/m ² =300,000N/m ² =3 atmospheric pressure P ₀ , the difference is huge, and the water has rushed up 30 meters quickly, due to the law of inertia factor plus 3 At the pressure difference of atmospheric pressure P ₀ , the water will not stop flowing, but will continue to rush upward into the auxiliary reservoir (B1). At this time, the entire siphon pipe is full of water, the siphon effect has been established, and the water will not When the flow is stopped, the end of the long-arm siphon with high pressure P will continue to flow into the end of the short-arm siphon with low pressure P; if the diameter of the siphon is too large, the gravity of the water will be too large to pass the law of inertia and 3 atmospheres P ₀ pressure difference, when the water is flushed into the auxiliary reservoir (B1), as long as the submersible pump 12 at the bottom of the long arm siphon is turned on, and the water is pumped into the auxiliary reservoir (B1), the whole The siphon pipe has been filled with water, and the siphon effect has been established, the submersible pump 12 can be turned off, and the water will continue to flow; after the auxiliary reservoir (B1) is filled with water, the The row of short-arm siphon pipes is only 10 meters deep into the water. Therefore, the bottom pressure of the short-arm siphon pipe is P = atmospheric pressure P ₀ 100,000N/m ² + water gravity (hd) 100,000N/m ² =200,000N/m ² , the siphon pipe The pressure difference between the two ends = 400,000N/m ² -200,000N/m ² =200,000N/m ² =2 atmospheres P ₀ , the difference is still very large, so the water will not stop flowing, it will still be the main reservoir (A1) The water is pumped into the auxiliary reservoir (B1); at this time, the water level monitor in the auxiliary reservoir (B1) finds that the water level is full, and will automatically notify to open the auxiliary reservoir (B1). The switch of the small electric gate (11) at the bottom of the long-arm siphon in B1) is turned on, and the water immediately rushes into the long-arm siphon The straw flows into the auxiliary reservoir (B2); and so on, into the auxiliary reservoir (B3), and flows into the downstream of the river; that is, after each reservoir is filled with water, the The pressure difference between the two ends of the siphon mechanism (1) is always fixed at 2 atmospheres P ₀ , because the number of siphon pipes, pipe diameter, length and pressure difference between the two ends of the siphon mechanism (1) in each reservoir are all fixed and the same. Therefore, The water intake of each reservoir = the discharge volume to the upper reservoir, which is always fixed and will not change; therefore, when the water level monitor in the main reservoir (A1) finds that the main reservoir When the water level of (A1) is higher than the water level of each sub-reservoir (B1), it means that the flow rate in the upstream of the river is larger than that of each reservoir. At this time, the siphon mechanism (1) in each reservoir The switch of the electric gate (11) under the long arm siphon pipe of the standby siphon pipe will automatically open a few more siphon pipes to increase the flow of each reservoir; When the water level monitor finds that the water level in the main reservoir (A1) is lower than the water level in each auxiliary reservoir (B1), it means that the flow of the upstream river is smaller than the flow of each reservoir. The number of the siphons in the pool will automatically turn off a few to reduce the flow of each reservoir; when the water level of each reservoir is the same, it means that the flow of the upstream river is the same as the flow of each reservoir , the flow velocity and flow of the upstream and downstream of the river have been balanced. At this time, the siphon number of the siphon mechanism (1) will be fixed, and the adjustment will be stopped to keep the flow velocity and flow of the upstream and downstream of the river balanced and smooth; When the typhoon and rainfall increase suddenly, the water level in the upstream of the river soars, the water level of the main reservoir (A1) increases sharply and is much higher than the water level of each reservoir, the siphon mechanism in each reservoir (1) The switch of the electric gate (11) under the long-arm siphon pipe of the standby siphon pipe will be fully opened automatically, so that the flow of each reservoir will increase instantaneously, and the water from the upstream of the river will be transported to the downstream in time without causing flooding. Or land-rock flow, in other words, the number of spare siphon pipes of the siphon pipe mechanism (1) has been planned according to the largest rainfall over the years at the location of the river when the system is constructed, so as to cope with it. The river water flowing to a high place and the automatic sludge removal system according to claim 1, characterized in that, the mud pumping device (2): a small mud pumping boat (22) is installed at the bottom of each reservoir. The small dredger (22) is provided with a power system, which can drive a left rear wheel (222) and a right rear wheel (223) to push a front wheel (221) forward or backward, and a front wheel (221) is provided on the top of the The rotating shaft is connected with an electric steering wheel, which can drive the front wheel (221) to drive left or right; a silt mixer (24) is arranged on the bow of the dredger (22), which can mix the viscous silt at the bottom of the reservoir with water After stirring into turbid muddy water, borrow a mud pumping hose (21) The muddy water is pumped to the mud pumping device (2) on the bank of the river, and the mud pumping hose (21) is fixedly installed on the mud pumping vessel by means of a plurality of fixing seats (25). (22), so that the mud pumping hose (21) can move back and forth with the mud pumping ship (22) to remove the mud; the bow of the mud pumping ship (22) is provided with a searchlight (26), a camera (27), and a sealed computer, through which the computer analyzes the pictures from the camera (27) to understand the condition of the silt accumulation at the bottom of the reservoir, and drives the dredger (22) back and forth to remove the silt; if the muddy water is seriously turbid, the camera (27) sends When the picture is not clear and cannot be recognized and interpreted, an anti-collision cushion is set around the mud pumping boat (22), and the computer will drive the mud pumping boat (22) to slowly lean to the left, and when it touches the left side of the reservoir When it hits the wall, go back again, and when it hits the back wall, it will be set as the starting point, and start to drive the dredger (22) back and forth at the bottom of the reservoir according to the route and speed set by the computer. The pool is 5 meters deeper than the river. The large amount of silt brought by the upper reaches of the river has large and bulky particles, which are much smaller and frivolous than water molecules. When the river water is blocked by the walls of the next reservoir, the river water cannot flow directly to the next one. In the reservoir, the sludge will spin and settle in the reservoir. At this time, the bottom end of the long arm siphon of the siphon mechanism (1) in the reservoir is installed at the bottom of the reservoir. When the water is pumped down, the coarse and heavy silt will be quickly pulled to the bottom of the reservoir, and some of the smaller and lighter silt will be sucked into the next reservoir by the siphon pipe, and the coarse and heavy silt will accumulate in the reservoir. At the bottom of the pool, because the reinforced concrete structure of the reservoir is different from the soil structure of the river, the mud mixer (24) of the mud pumping boat (22) can easily drive back and forth on the reinforced concrete floor at the bottom of the reservoir, removing the The thick mud and water are stirred together to form turbid mud water, which is pumped to the mud pumping device (2) on the shore; an electric gate (28) is arranged under the cabin of the mud pumping ship (22). When the switch is turned on, the water rushes into the cabin, and after the cabin is full of water, the dredger (22) sinks to the bottom of the reservoir for sludge removal work. Discharge the accumulated water in the cabin so that the dredger (22) can float up for maintenance; a propeller (23) and a rudder are arranged behind the dredger (22). When the dredger (22) floats up to carry out restoration, the computer can drive the dredger (22) to find a site for restoration on the shore, and dock to the shore for restoration. As claimed in claim 1, the river water flows to a high place and the silt automatic removal system is characterized in that, the silt drying field (4): several large-scale hot air blowers (43) are installed on the top and both sides of the silt drying field. Multiple rows of sludge stirring rollers (41), a roller transmission frame (42) is arranged on both sides of the row of sludge stirring rollers (41), and the roller transmission frame (42) can drive the row of sludge stirring rollers (41) to roll up and down at a slow speed The sludge is stirred for air-drying; the sludge air-drying field (4) is provided with a hygrometer and a sludge pusher (44). When the hygrometer detects that the sludge has been air-dried, the roller transmission frame (42) will discharge the sludge. After the stirring roller (41) is rotated to the top of the sludge air-drying field (4), the row of sludge stirring rollers (41) is rapidly rotated to throw off the sludge remaining on the row of sludge stirring rollers (41). The sludge pusher plate (44) located under the sludge air drying field (4) then pushes the air-dried sludge to the continuously rotating conveyor belt (5). A system for automatically removing sludge from rivers, characterized in that it comprises: a main reservoir (A1), at least one auxiliary reservoir (B1), at least two siphon mechanisms (1), at least two mud pumping devices (2), at least two Two sludge-water separation devices (3), at least two sludge drying fields (4), a sludge conveyor belt (5), and a dry sludge storage field (6), wherein: the main reservoir (A1) is located underground and in the river The upstream horizontal connection of the auxiliary reservoir (B1) is installed in layers according to the height required for river climbing; the siphon mechanism (1) is installed in each reservoir, and the The water is pumped to the upper layer to the reservoir on the top layer and then discharged into the downstream of the river; the mud pumping device (2) is provided with a mud pumping ship (22) at the bottom of each reservoir to pump the mud to the lower reaches of the river; After the mud-water separation device (3) separates the mud-water, the water is discharged into the reservoir, and the sludge is transported to the sludge air-drying field (4). (6) Stored for transportation and reused; The main reservoir (A1) and the auxiliary reservoir (B1): the length, width and height of each reservoir are the same, the water storage capacity is the same, the height is more than 20 meters, and it must be 5 meters deeper than the water depth of the river, and the length is the same as that of the river. The rivers are of the same width and are wide enough to accommodate a small dredger (22) stirring back and forth at the bottom of the reservoir to remove silt; each reservoir is provided with a water level monitor; the main reservoir (A1) is located underground It is connected horizontally with the upstream of the river. The number of the auxiliary reservoir (B1) is set according to the number of times the river silt needs to be removed. If the number of times the river silt needs to be removed is 3 times, the river silt can be removed. If it is clean, then two auxiliary reservoirs (B1) shall be set up, namely the main reservoir (A1), the auxiliary reservoir (B1), and the auxiliary reservoir (B2). In this way, the silt of the river is It can be removed 3 times, and the silt in the river can be cleaned up; because this system is different from the above-mentioned river water flow and silt automatic removal system, it does not need to climb up, so each reservoir is horizontally located underground; The other the siphon mechanism (1), the mud pumping device (2), the mud-water separation device (3), the sludge drying field (4), the sludge conveyor belt (5), and the dry mud storage field (6), The equipment is the same as the above-mentioned river water flowing to high places and the automatic silt removal system; any river in this system can be used independently to automatically remove the silt from the river; when the river is every 200 to 300 kilometers, depending on the situation, a It can ensure that the water quality of the whole river is clear and clean.

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