CN116971437B - Water quality treatment method for confluence river channel before dam entry - Google Patents
Water quality treatment method for confluence river channel before dam entry Download PDFInfo
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- CN116971437B CN116971437B CN202310983385.7A CN202310983385A CN116971437B CN 116971437 B CN116971437 B CN 116971437B CN 202310983385 A CN202310983385 A CN 202310983385A CN 116971437 B CN116971437 B CN 116971437B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 55
- 238000000034 method Methods 0.000 title claims abstract description 25
- 230000007246 mechanism Effects 0.000 claims abstract description 94
- 238000003825 pressing Methods 0.000 claims abstract description 63
- 239000010802 sludge Substances 0.000 claims abstract description 61
- 238000005096 rolling process Methods 0.000 claims abstract description 48
- 230000000903 blocking effect Effects 0.000 claims description 32
- 238000007790 scraping Methods 0.000 claims description 24
- 238000004898 kneading Methods 0.000 claims description 14
- 230000002093 peripheral effect Effects 0.000 claims description 6
- 230000005540 biological transmission Effects 0.000 claims description 5
- 230000008878 coupling Effects 0.000 claims description 4
- 238000010168 coupling process Methods 0.000 claims description 4
- 238000005859 coupling reaction Methods 0.000 claims description 4
- 239000002689 soil Substances 0.000 abstract description 27
- 239000004576 sand Substances 0.000 abstract description 8
- 230000008569 process Effects 0.000 description 13
- 230000004888 barrier function Effects 0.000 description 7
- 230000003044 adaptive effect Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 5
- 238000011144 upstream manufacturing Methods 0.000 description 5
- 238000007493 shaping process Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 239000012535 impurity Substances 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000003908 quality control method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 230000009471 action Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000021715 photosynthesis, light harvesting Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 230000037303 wrinkles Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F5/00—Dredgers or soil-shifting machines for special purposes
- E02F5/28—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways
- E02F5/282—Dredgers or soil-shifting machines for special purposes for cleaning watercourses or other ways with rotating cutting or digging tools
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/121—Devices for applying linings on banks or the water bottom
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/026—Improving by compacting by rolling with rollers usable only for or specially adapted for soil compaction, e.g. sheepsfoot rollers
- E02D3/032—Trench rollers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D3/00—Improving or preserving soil or rock, e.g. preserving permafrost soil
- E02D3/02—Improving by compacting
- E02D3/026—Improving by compacting by rolling with rollers usable only for or specially adapted for soil compaction, e.g. sheepsfoot rollers
- E02D3/039—Slope rollers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02F—DREDGING; SOIL-SHIFTING
- E02F3/00—Dredgers; Soil-shifting machines
- E02F3/04—Dredgers; Soil-shifting machines mechanically-driven
- E02F3/88—Dredgers; Soil-shifting machines mechanically-driven with arrangements acting by a sucking or forcing effect, e.g. suction dredgers
- E02F3/90—Component parts, e.g. arrangement or adaptation of pumps
- E02F3/92—Digging elements, e.g. suction heads
- E02F3/9212—Mechanical digging means, e.g. suction wheels, i.e. wheel with a suction inlet attached behind the wheel
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Mechanical Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Ocean & Marine Engineering (AREA)
- Agronomy & Crop Science (AREA)
- Soil Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Treatment Of Sludge (AREA)
Abstract
The invention discloses a water quality treatment method of a confluent river channel before entering a dam, which comprises the following steps: connecting the mounting frame with the vehicle body, and mounting the geonet roll on the mounting frame; extending the self-adaptive dredging mechanism into a river channel; one end of the geotechnical net roll is pulled out by the lower end of the bottom wall rolling mechanism, and the end is fixed on the bottom wall of the river channel; pressing the bottom wall rolling mechanism on the bottom wall of the river channel, and enabling the side wall rolling mechanism to be in contact with two side walls of the river channel; controlling the vehicle body to advance along the extending direction of the river course, removing sludge and sundries on the bottom and the side wall of the river course to the shore by the self-adaptive dredging mechanism, gradually unreeling the geonet roll, and paving the geonet roll on the bottom wall of the river course; and (3) periodically removing sludge and sundries which are settled at the bottom of the river and intercepted by the geonet. The invention can fix sand and prevent silt from flowing, thereby achieving the purpose of preventing water and soil loss in a river channel, efficiently dredging and improving the working efficiency. The invention is suitable for the technical field of river management before dam entry.
Description
Technical Field
The invention belongs to the technical field of hydrology and water quality control, and particularly relates to a water quality control method for a confluent river channel before entering a dam.
Background
At present, in order to effectively store water, a plurality of river channels for converging are communicated on the upstream of the dam and the upstream of the river dam, and in the process of monitoring and treating the water quality of the dam and the river dam, the water quality in the river channel converging into the dam and the river dam has great influence on the water quality of the dam and the river dam. Under normal conditions, water in the river channel upstream of the dam and the river dam carries silt and sand to flow into the dam and the river dam, so that the water body of the dam and the river dam is polluted, and water and soil loss can occur in the river channel. Especially when heavy rainfall is encountered, the water and soil loss speed is increased, the bottom of a river channel can be gradually flushed to become deeper and deeper, geological disasters are extremely easy to cause, and the content of mud sand and silt in the water body of the dam and the river dam is greatly increased. The existing river channels, dams and dams need to be subjected to dredging operation regularly; for dredging operation of a river channel, an excavator is mainly used for digging out and transferring sludge, sundries and the like in the river channel to the bank, and the method is low in efficiency. For dredging operations of dams and river dams, dredging operation needs to be completed by adopting dredging vessels, so that dredging operation amount rises linearly.
Disclosure of Invention
The invention provides a water quality treatment method of a confluence riverway before entering a dam, which is used for fixing sand and preventing silt from flowing, further preventing water and soil loss in the riverway, avoiding pollution of the lost water and soil to water bodies in the dams and the river dams, efficiently removing the trapped silt in the riverway and improving the dredging operation efficiency.
In order to achieve the above purpose, the technical scheme adopted by the invention is as follows:
a water quality treatment method of a confluence riverway before entering a dam comprises the following steps:
s1, connecting a mounting frame with a vehicle body, and mounting a geonet roll on the mounting frame;
s2, extending the self-adaptive dredging mechanism into the river channel, wherein the self-adaptive dredging mechanism is contacted with the bottom wall and the side wall of the river channel;
s3, pulling one end of the geotechnical net roll out from the lower end of the bottom wall rolling mechanism, and fixing the end on the bottom wall of the river channel;
s4, extending the bottom wall rolling mechanism into the river channel and pressing the bottom wall rolling mechanism on the bottom wall of the river channel, and enabling the side wall rolling mechanism to be in contact with two side walls of the river channel;
s5, controlling the vehicle body to advance along the extending direction of the river course, and removing sludge and sundries on the bottom and the side wall of the river course to the shore by the self-adaptive dredging mechanism, and simultaneously, gradually unreeling the geonet rolls, so that the unreeled geonet is gradually paved on the bottom wall of the river course;
s6, periodically removing sludge and sundries which are settled at the bottom of the river and intercepted by the geonet.
Further, a plurality of rubber blocking sheets are constructed on the upper surface of the geonet, the rubber blocking sheets are arranged at intervals along the length direction of the geonet, and each rubber blocking sheet is obliquely arranged and is inclined away from the direction of water flow.
Further, in step S6, the kneading type dredging mechanism is adopted to remove the sludge and sundries blocked by the rubber blocking sheets at the bottom of the river channel, and the lower part of the kneading type dredging mechanism moves on the geonet and is kneaded back and forth synchronously, so that the kneading type dredging mechanism turns the rubber blocking sheets back and forth, and the sludge and sundries between the two rubber blocking sheets are disturbed and pumped away.
Further, the kneading type dredging mechanism comprises two elastic dredging roller groups symmetrically arranged on the connecting seat, and the two elastic dredging roller groups are connected with a dredging pump through a dredging pipe system; the dredging pipe system comprises two communicating pipes which are arranged side by side, two ends of each communicating pipe are respectively provided with a connecting pipe, each connecting pipe is rotationally connected with one side of the corresponding elastic dredging roller group, the two communicating pipes are communicated through a hose, and one of the two communicating pipes is provided with a connecting joint which is connected with a dredging pump; a cross beam is fixed between the two connecting pipes of each elastic dredging roller group, and a longitudinal driving piece is arranged between the cross beam and the connecting seat.
Further, the elastic dredging roller group comprises two connecting pieces symmetrically arranged on two sides of the plurality of dredging rollers, the dredging rollers are uniformly arranged along the circumferential direction of the connecting pieces, each dredging roller is of a hollow structure, and dredging holes are distributed on the surface of each dredging roller; a plurality of rubber blades are uniformly constructed on the peripheral surface of each silt drawing roller along the circumferential direction, shaft tubes are respectively communicated with the two axial ends of each silt drawing roller, one end of each shaft tube, which is far away from each silt drawing roller, is sealed, an adapter sleeve is rotatably sleeved outside each shaft tube, the inner cavity of each adapter sleeve is communicated with each shaft tube through a through hole in each shaft tube, and an adapter tube communicated with each adapter sleeve is constructed on each adapter sleeve; the connecting piece comprises a confluence cylinder, a joint pipe is constructed at one axial end of the confluence cylinder, the joint pipe is rotationally connected with the end part of a corresponding connecting pipe, a plurality of plug-in sleeves are constructed on the peripheral surface of the confluence cylinder at intervals along the circumferential direction of the confluence cylinder, each plug-in pipe is inserted into the corresponding plug-in sleeve, a connecting spring is sleeved outside the plug-in pipe, and two ends of the connecting spring are respectively connected with the adapter sleeve and the plug-in sleeve.
Further, the self-adaptive dredging mechanism comprises dredging plates which are pivoted with each other and form a certain included angle, the lower ends of the dredging plates are flush with the bottom surface of the river channel and form bottom dredging parts, and one side of each dredging plate away from the pivoted side is adaptive to the corresponding side wall of the river channel and form side dredging parts; two elastic support rods are hinged to the sludge scraping plates respectively and are connected with assembly rods respectively, and the assembly rods are connected with the mounting frame through fixing seats.
Further, the bottom wall rolling mechanism comprises a bottom pressing roller which is horizontally arranged in a transverse mode, the middle of the bottom pressing roller is disconnected and connected through a first shaft rod, the first shaft rod extends out of two ends of the bottom pressing roller along the axis of the bottom pressing roller, a driving mechanism is arranged on the switching frame and is in transmission connection with a first shaft rod part at the disconnection position of the middle of the bottom pressing roller, and the driving mechanism is used for driving the bottom pressing roller to rotate by taking the first shaft rod as an axis; two lifting driving parts are arranged between the mounting frame and the switching frame side by side, and two ends of each lifting driving part are respectively hinged with the mounting frame and the switching frame, and two ends of an angle adjusting part are respectively hinged with the mounting frame and the switching frame.
Further, two axial ends of the bottom pressing roller are respectively provided with an external tension pressing plate, each external tension pressing plate is overlapped with the axis of the bottom pressing roller, and the radial length of the external tension pressing plate is increased outwards along the axis of the bottom pressing roller; the two sides of the geotechnical net are provided with side wings, and each of the flared pressing plates is rolled on the corresponding side wing.
Further, the lateral wall rolling mechanism comprises two side pressing rollers which are oppositely arranged, each side pressing roller is rolled on the corresponding lateral wall of the river channel, a second shaft rod is coaxially connected to the side pressing rollers, two ends of the second shaft rod extend out of two ends of the side pressing rollers, the lower end of the second shaft rod is connected with the end part of the first shaft rod through a universal coupling, and the upper end of the second shaft rod is elastically connected with the adapter frame.
Further, the upper end of the second shaft rod is rotationally connected to the arc-shaped sliding block, the arc-shaped sliding block is slidingly assembled in the arc-shaped sliding way of the assembly seat, the arc-shaped sliding way extends towards the side face of the river channel, telescopic springs are respectively fixed on two sides of the arc-shaped sliding block, one end, far away from the arc-shaped sliding block, of each telescopic spring is connected with the corresponding end face of the assembly seat, and the assembly seat is detachably connected to the transfer frame.
Compared with the prior art, the invention adopts the structure, and the technical progress is that: according to the self-adaptive dredging device, sludge, sundries, weeds and the like on the bottom wall and the side walls of the river channel are directly cleared to banks on two sides of the river channel through the self-adaptive dredging device, then the bottom and the side slopes of the river channel are synchronously shaped through the bottom wall rolling device and the side wall rolling device, in the process of shaping the bottom of the river channel, the geonet is gradually paved on the bottom, and the combination of the geonet and the bottom of the river channel is firmer through the compacting of the bottom wall rolling device, so that the bottom and the side slopes of the river channel are compacted and compacted through the bottom wall rolling device and the side wall rolling device, the structural stability of the river channel is further ensured, the water and soil loss of the river channel is reduced, and on the other hand, soil, sand and stones and the like in the river channel are stabilized through the geonet paving, and the situation of water and soil loss is further avoided. According to the invention, the self-adaptive dredging mechanism, the bottom wall rolling mechanism, the side wall rolling mechanism and the geonet roll are all arranged on the mounting frame and synchronously move forward along with the advancing of the vehicle body, so that the sludge removal, the bottom of a river channel and the shaping of a side slope and the laying operation of the geonet are continuously carried out, and the aim of high-efficiency operation is achieved. The soil and water in the river channel are fixed by the geonet, so that the water and soil loss is prevented, and the sludge, sundries and the like flowing into the river channel on the bank or upstream can be settled in the river channel, so that the sludge and the sundries in the river channel are required to be removed periodically. The invention can effectively keep water and soil in the river course without dredging the dam and the river dam, namely, the silt and the sundries are fully blocked into the river course, and only dredging operation is needed for the river course, thereby reducing the dredging operation amount. In conclusion, the invention can effectively remove sludge, sundries and the like in the river channel before the geotechnical network is paved, synchronously complete the reinforcement of the river channel, and cooperate with the pavement of the geotechnical network, play roles in fixing sand and soil, blocking the flow of the sludge, further realize preventing the water and soil loss in the river channel, avoiding the pollution of the lost water and soil to water bodies in dams and river dams, effectively removing the trapped sludge in the river channel and improving the dredging operation efficiency.
Drawings
The accompanying drawings are included to provide a further understanding of the invention and are incorporated in and constitute a part of this specification, illustrate the invention and together with the embodiments of the invention, serve to explain the invention.
In the drawings:
FIG. 1 is a schematic diagram of a self-adaptive dredging mechanism, a bottom wall rolling mechanism and a side wall rolling mechanism connected with a mounting frame;
FIG. 2 is a schematic view of the structure of FIG. 1 at another angle;
FIG. 3 is a side view of the structure of FIG. 1;
FIG. 4 is a schematic structural diagram of a self-adaptive dredging mechanism according to an embodiment of the present invention;
FIG. 5 is a schematic view of an adaptive dredging mechanism according to another embodiment of the present invention;
FIG. 6 is a schematic view of an embodiment of the present invention in which a geonet roll is mounted on a mounting frame and gradually unreeled;
FIG. 7 is a schematic diagram showing the connection of the bottom wall rolling mechanism, the side wall rolling mechanism, the driving mechanism and the mounting frame according to the embodiment of the present invention;
FIG. 8 is a schematic diagram of the bottom wall rolling mechanism, side wall rolling mechanism and driving mechanism connection structure according to the embodiment of the present invention;
FIG. 9 is a schematic diagram of a driving mechanism according to an embodiment of the present invention;
FIG. 10 is a schematic view showing the structure of the connection of the bottom wall rolling mechanism and the side wall rolling mechanism according to the embodiment of the present invention;
FIG. 11 is a schematic view of the structure of FIG. 10 at another angle;
FIG. 12 is a schematic view of a geonet according to an embodiment of the present invention;
FIG. 13 is a schematic view of a geonet according to another embodiment of the present invention;
FIG. 14 is a schematic view of a kneading type dredging mechanism according to an embodiment of the present invention;
FIG. 15 is a side view showing the structure of a kneading type dredging mechanism according to the embodiment of the present invention;
FIG. 16 is a schematic view showing a partial structure of a kneading type dredging mechanism according to an embodiment of the present invention;
FIG. 17 is a schematic view of a partial structure of an elastic dredging roller set according to an embodiment of the invention;
FIG. 18 is a side view of the configuration of an elastic dredging roller set according to an embodiment of the invention;
FIG. 19 is a schematic view showing a partial structure of a connection member connected to a silt removing roller according to an embodiment of the present invention;
fig. 20 is an axial structural cross-sectional view of the connection of the adapter sleeve and the shaft tube according to the embodiment of the present invention.
Marking parts: 100-mounting frame, 101-mounting shaft, 102-guide roller, 200-self-adapting dredging mechanism, 201-dredging plate, 202-bottom dredging part, 203-side dredging part, 204-fixing seat, 205-assembling rod, 206-elastic supporting rod, 207-supporting spring, 208-connecting ring, 300-geotechnical net roll, 400-geotechnical net, 401-net body, 402-rubber blocking piece, 403-side wing, 404-blocking piece, 500-bottom wall rolling mechanism, 501-bottom pressing roller, 502-external pressure plate, 503-first shaft rod, 504-universal coupling, 600-side wall rolling mechanism, 601-side pressing roller, 602-second shaft rod, 603-arc slide block, 604-assembling seat, 605-arc slide, 606-expansion spring, 700-driving mechanism, 701-driving motor, 702-output shaft, 703-first driving wheel, 704-second driving wheel, 705-driving chain, 800-adapter rack, 801-lifting driving piece, 802-angle adjusting piece, 900-connecting seat, 901-beam, 902-longitudinal driving piece, 1000-dredging pipe system, 1001-connecting pipe, 1002-communicating pipe, 1003-hose, 1004-connecting joint, 1100-elastic dredging roller group, 1101-dredging roller, 1102-rubber blade, 1103-shaft tube, 1104-conducting hole, 1105-adapter sleeve, 1106-inner cavity, 1107-adapter pipe, 1108-confluence pipe, 1109-adapter sleeve, 1110-connector pipe, 1111-connecting springs.
Detailed Description
Preferred embodiments of the present invention will be described below with reference to the accompanying drawings. It should be understood that the preferred embodiments described herein are presented for purposes of illustration and explanation only and are not intended to limit the present invention.
The invention discloses a water quality treatment method of a confluent river channel before entering a dam, which is shown in figures 1-20 and comprises the following steps:
s1, connecting a mounting frame 100 with a vehicle body, and mounting a geonet roll 300 on the mounting frame 100;
s2, extending the self-adaptive dredging mechanism 200 into the river channel, wherein the self-adaptive dredging mechanism 200 is contacted with the bottom wall and the side wall of the river channel;
s3, pulling one end of the geonet roll 300 out from the lower end of the bottom wall rolling mechanism 500, and fixing the end on the bottom wall of the river channel;
s4, stretching the bottom wall rolling mechanism 500 into the river channel and pressing the bottom wall rolling mechanism on the bottom wall of the river channel, and enabling the side wall rolling mechanism 600 to be in contact with two side walls of the river channel;
s5, controlling the vehicle body to travel along the extending direction of the river course, and removing sludge and sundries on the bottom and the side wall of the river course by the self-adaptive dredging mechanism 200 to the shore, and simultaneously, gradually unreeling the geonet rolls 300, so that the unreeled geonet 400 is gradually paved on the bottom wall of the river course;
s6, periodically removing sludge and sundries which are settled at the bottom of the river and intercepted by the geonet 400.
The working principle and the advantages of the invention are as follows: according to the self-adaptive dredging mechanism 200, sludge, sundries, weeds and the like on the bottom wall and the side wall of the river channel are directly cleared to banks on two sides of the river channel, then the bottom and the side slope of the river channel are synchronously shaped through the bottom wall rolling mechanism 500 and the side wall rolling mechanism 600, in the process of shaping the bottom of the river channel, the geonet 400 is gradually paved at the bottom, and the combination of the geonet 400 and the bottom of the river channel is firmer through the compacting of the bottom wall rolling mechanism 500, so that the bottom and the side slope of the river channel are compacted and compacted through the bottom wall rolling mechanism 500 and the side wall rolling mechanism 600, the structural stability of the river channel is further ensured, the water and soil loss is slowed down, and the soil, sand and the like in the river channel are stabilized through paving the geonet 400, and the water and soil loss is further avoided. The self-adaptive dredging mechanism 200, the bottom wall rolling mechanism 500, the side wall rolling mechanism 600 and the geonet roll 300 are all arranged on the mounting frame 100, and synchronously move forward along with the advancing of the vehicle body, so that the sludge removal, the bottom of a river channel and the shaping of a side slope and the laying operation of the geonet 400 are carried out in a continuous state, and the aim of high-efficiency operation is achieved. The geonet 400 plays a role in fixing water and soil in a river channel, so that water and soil loss is prevented, and sludge, sundries and the like flowing into the river channel on the shore or upstream can be settled in the river channel, so that the sludge and the sundries in the river channel need to be removed periodically. The invention can effectively keep water and soil in the river course without dredging the dam and the river dam, namely, the silt and the sundries are fully blocked into the river course, and only dredging operation is needed for the river course, thereby reducing the dredging operation amount. In summary, the invention can effectively remove the silt, sundries and the like in the river channel before laying the geonet 400, synchronously complete the reinforcement of the river channel, and cooperate with the laying of the geonet 400 to play roles in fixing sand and resisting the flow of the silt, thereby realizing the prevention of water and soil loss in the river channel, avoiding the pollution of the lost water and soil to the water in the dam and the river dam, effectively removing the trapped silt in the river channel and improving the dredging operation efficiency.
As a preferred embodiment of the present invention, as shown in fig. 12, the geotechnical net 400 includes a net body 401, a plurality of rubber barrier sheets 402 are constructed on an upper surface of the net body 401, the rubber barrier sheets 402 are disposed at intervals along a length direction of the geotechnical net 400, and the rubber barrier sheets 402 are disposed to be inclined, which is inclined to be opposite to a direction of water flow; in this embodiment, due to the arrangement of the rubber barrier sheets 402, the rubber barrier sheets have a flow blocking effect, along with the flow of water flow, the water body is gradually energy-dissipated, and the sludge, sundries and the like carried by the water body gradually settle between the adjacent rubber barrier sheets 402, so that functions of slow flow, mud blocking and the like are achieved. In addition, the height of the rubber blocking sheet 402 is set along the length direction of the geonet 400 in a staggered manner, so that the effect of slow flow is improved, namely, after the water flow is slowly flowed by the lower rubber blocking sheet 402, a rotational flow is formed, and the rotational flow water flow can be blocked and energy-dissipating by the adjacent higher rubber blocking sheet 402, so that the water flow is prevented from flowing away with sediment due to the flowing speed of the water. As shown in fig. 13, the rubber blocking sheet 402 of this embodiment may include a plurality of blocking sheets 404, where the blocking sheets 404 may be arranged side by side, or may be staggered (irregular), so as to achieve a lateral blocking of the water flow, where the blocking degrees are different, and the lateral adjacent blocked water diversion flows interact, so that the slow flow and energy dissipation effects are more sufficient, and further the purpose of preventing water and soil loss is achieved.
In the step S6, the present embodiment adopts the kneading type dredging mechanism to remove the sludge and sundries blocked by the rubber blocking sheets 402 at the bottom of the river channel, and the lower part of the kneading type dredging mechanism moves on the geonet 400 and kneads the rubber blocking sheets 402 back and forth synchronously, so that the rubber blocking sheets 402 are rubbed to and forth turn, the sludge and sundries between the two rubber blocking sheets 402 are disturbed, and the disturbed sludge and sundries can be sufficiently removed, so as to avoid dead angle. The kneading type dredging mechanism specifically has a structure that, as shown in fig. 14-18, the kneading type dredging mechanism comprises a dredging pipe system 1000 and two elastic dredging roller groups 1100, wherein the two elastic dredging roller groups 1100 are symmetrically arranged on a connecting seat 900, and the two elastic dredging roller groups 1100 are connected with a dredging pump through the dredging pipe system 1000. The dredging pipe system 1000 of this embodiment includes two communicating pipes 1002 arranged side by side, and two ends of each communicating pipe 1002 are respectively configured with a connecting pipe 1001, and each connecting pipe 1001 is rotatably connected with one side of the corresponding elastic dredging roller group 1100. The two communicating pipes 1002 of the present embodiment are communicated through a hose 1003, and one communicating pipe 1002 of the two communicating pipes 1002 is configured with a connection joint 1004, and the connection joint 1004 is connected to a sludge pump. In this embodiment, a cross beam 901 is fixed between two connection pipes 1001 of each elastic dredging roller group 1100, and a longitudinal driving member 902 is installed between the cross beam 901 and the connection seat 900, and the longitudinal driving member 902 is generally a hydraulic cylinder. The working principle of the embodiment is as follows: the present embodiment moves at the bottom of the river channel through the elastic dredging roller set 1100, so as to achieve the purpose of disturbing intercepted sludge and sundries, and then the elastic dredging roller set 1100 pumps the disturbed sludge and sundries, and then the disturbed sludge and sundries are discharged out of the river channel through the dredging pipe system 1000 and the dredging pump. In order to make the sludge and sundries at the bottom of the river channel fully disturbed, avoiding dead angles, especially in the case of arranging the rubber blocking sheets 402 on the geonet 400, two longitudinal driving members 902 need to be controlled to act alternately, so that two elastic dredging roller sets 1100 do reciprocating rubbing motion except for rotation motion at the bottom of the river channel, and the elastic dredging roller sets 1100 are of elastic structures, which cannot damage the geonet 400 and/or the rubber blocking sheets 402 on the geonet 400 in the motion process, and the rubber blocking sheets 402 are elastically deformed in a reciprocating manner in the rubbing process of the elastic dredging roller sets 1100, so that the sludge, sundries and the like deposited between the two rubber blocking sheets 402 are rubbed and disturbed, and become into a flowing form, so that the suction operation is facilitated.
As a preferred embodiment of the present invention, as shown in fig. 17 to 20, the elastic dredging roller set 1100 includes two connectors and a plurality of dredging rollers 1101, the two connectors are symmetrically disposed at both sides of the dredging rollers 1101, and the dredging rollers 1101 are uniformly disposed along the circumferential direction of the connectors. Each of the silt removing rollers 1101 of this embodiment is of a hollow structure, and silt removing holes are fully distributed on the surface of the silt removing roller 1101 for allowing silt and sundries to pass through and enter the silt removing roller 1101. In the present embodiment, a plurality of rubber blades 1102 are formed on the peripheral surface of each of the silt removing rollers 1101, and the rubber blades 1102 are uniformly arranged along the peripheral direction of the silt removing rollers 1101; when the silt drawing roller 1101 rotates, the rubber blades 1102 contact with the geonet 400 and deform to a certain extent, and fully disturb the silt and impurities on the premise of avoiding damaging the geonet 400 and the rubber barrier sheet 402 thereon, so as to fully draw out the silt and impurities. Each rubber blade 1102 of the present embodiment may be formed of a plurality of side-by-side sub-blades, which are capable of independently disturbing the sludge in the region, and which are inferior in the integrity to the whole rubber blade 1102, but are excellent in the effect of disturbing the sludge and foreign matters. In the embodiment, two axial ends of a silt drawing roller 1101 are respectively communicated with shaft tubes 1103, and one end of each shaft tube 1103, which is far away from the silt drawing roller 1101, is in a closed state; an adapter sleeve 1105 is rotatably sleeved outside the shaft tube 1103, an inner cavity 1106 of the adapter sleeve 1105 is communicated with the shaft tube 1103 through a through hole 1104 on the shaft tube 1103, and an inserting tube 1107 communicated with the adapter sleeve 1105 is constructed on the adapter sleeve 1105. The connector of the present embodiment includes a confluence barrel 1108, and a joint pipe 1110 is configured at one axial end of the confluence barrel 1108, and the joint pipe 1110 is rotatably connected with an end of a corresponding connection pipe 1001. A plurality of plug-in sleeves 1109 are formed on the circumferential surface of the confluence tube 1108, the plug-in sleeves 1109 are arranged at intervals along the circumferential direction of the confluence tube 1108, each plug-in tube 1107 is plugged into the corresponding plug-in sleeve 1109, a connecting spring 1111 is sleeved outside the plug-in tube 1107, and two ends of the connecting spring 1111 are respectively connected with the plug-in sleeve 1105 and the plug-in sleeve 1109. The working principle of the embodiment is as follows: the elastic dredging roller set 1100 of the present embodiment can passively rotate, that is, the elastic dredging roller set 1100 rolls at the bottom of the river channel as the connecting seat 900 is driven; the elastic dredging roller set 1100 can also actively rotate, namely, a driven wheel is arranged on the joint pipe 1110, a power motor is arranged on the connecting seat 900, a driving wheel is arranged on the power motor, the driving wheel and the driven wheel are in transmission connection through a transmission belt, and the elastic dredging roller set 1100 is driven to rotate through the power motor; in the process of rotating the elastic dredging roller set 1100, the elastic dredging roller set 1100 is used for disturbing sludge and sundries, the sludge and the sundries enter the dredging roller 1101 through the dredging holes by the aid of the pumping force of the dredging pump, and then enter the dredging pipe system 1000 through the shaft tube 1103, the adapter sleeve 1105 and the confluence barrel 1108 in sequence, and finally are discharged from an outlet of the dredging pump. When the elastic dredging roller set 1100 encounters an obstacle, the dredging roller 1101 in the elastic dredging roller set 1100, which is in contact with the obstacle, is stressed, so that the depth of the inserted pipe 1107 on the dredging roller set, which is inserted into the corresponding inserted sleeve 1109, is changed, meanwhile, the connecting spring 1111 is elastically deformed and stores energy, the obstacle surmounting function is realized, the rubber blade 1102 is made of an elastic material in the obstacle surmounting process, and the obstacle and nearby silt can be disturbed, so that the purpose of dead-angle-free dredging is realized. In this embodiment, an elastic dredging roller set 1100 adopts a plurality of dredging rollers 1101, each dredging roller 1101 can realize disturbance to sludge and sundries in a region where the dredging roller 1101 is located, namely, the dredging rollers 1101 perform regional disturbance when rotating, and when the dredging rollers 1101 rotate along the axis of the connecting piece, namely, the elastic dredging roller set 1100 integrally rotates, the disturbance of the whole region is realized, so that the region where the elastic dredging roller set 1100 passes is fully and efficiently disturbed, and the dredging efficiency is improved.
As a preferred embodiment of the present invention, the adaptive dredging mechanism 200 comprises a mounting bar 205 and two scraping plates 201, as shown in fig. 4-5. Wherein, the two sludge scraping plates 201 are arranged at a certain included angle, and the two sludge scraping plates 201 are pivoted together at the mutually adjacent sides, the pivoted parts of the two sludge scraping plates 201 are protruded forwards, namely the sludge scraping plates 201 extend from the pivoted parts of the sludge scraping plates towards the corresponding sides of the river channel in an inclined way, the upper ends of the sludge scraping plates 201 extend obliquely back to the moving direction of the sludge scraping plates, and meanwhile, the heights of the sludge scraping plates 201 decrease from the pivoted sides of the sludge scraping plates towards the other sides. The lower end of the silt scraping plate 201 is flush with the bottom surface of the river channel, and forms a bottom silt scraping part 202; the side of the scraping plate 201 away from the pivoting side is adapted to the corresponding side wall of the river channel, and forms a side scraping portion 203. The two sludge scraping plates 201 are respectively hinged with elastic supporting rods 206, the two elastic supporting rods 206 are respectively connected with an assembly rod 205, the assembly rod 205 is connected with a fixing seat 204, and the fixing seat 204 is detachably connected with the mounting frame 100. The middle part of the elastic support rod 206 is interrupted, and the interrupted part is connected through a support spring 207, and a connecting ring 208 is configured at one end of the elastic support rod 206 away from the sludge scraping plate 201, and the connecting ring 208 is assembled on the assembly rod 205. The working principle of the embodiment is as follows: in the advancing process of the vehicle body, the two sludge scraping plates 201 scrape the bottom of the river channel and the side slope synchronously, so that the sludge at the bottom of the river channel and the sludge on the side slope are gradually scraped off and are gradually dredged to the banks at the two sides of the river channel under the guidance of the sludge scraping plates 201. When the shape of the river channel is irregular or encounters an obstacle, the two sludge scraping plates 201 are stressed to move in an opening and closing mode, so that the two sludge scraping plates are matched with corresponding river channel parts or smoothly surmount the obstacle, meanwhile, the elastic supporting rods 206 are correspondingly elastically deformed, and on the premise of providing support for the sludge scraping plates 201, energy is stored along with deformation so as to facilitate the subsequent return of the sludge scraping plates 201.
As a preferred embodiment of the present invention, as shown in fig. 6, a mounting shaft 101 is mounted on the mounting frame 100, and the geonet roll 300 is coaxially mounted on the mounting shaft 101 to facilitate the unreeling operation of the geonet roll 300. A guide roller 102 is rotatably connected to the mounting frame 100 and positioned obliquely below the mounting shaft 101, and the unreeled geonet 400 is guided by the guide roller 102 and then extends into the lower end of the bottom wall rolling mechanism 500.
As a preferred embodiment of the present invention, as shown in fig. 7-9, the bottom wall rolling mechanism 500 comprises a bottom press roller 501, the bottom press roller 501 is horizontally arranged in the river channel, the middle part of the bottom press roller 501 is disconnected and connected by a first shaft 503, the first shaft 503 extends out of two ends of the bottom press roller 501 along the axis of the bottom press roller 501, a driving mechanism 700 is mounted on the adapter frame 800, the driving mechanism 700 is in transmission connection with the first shaft 503 at the disconnection position of the middle part of the bottom press roller 501, and the driving mechanism 700 is used for driving the bottom press roller 501 to rotate around the first shaft 503. Specifically, the driving mechanism 700 includes a driving motor 701, the driving motor 701 is mounted on the adapter frame 800, a first driving wheel 703 is mounted on an output shaft 702 of the driving motor 701, a second driving wheel 704 is mounted on the first shaft 503, and the first driving wheel 703 and the second driving wheel 704 are in driving connection through a driving chain 705; in this embodiment, the driving motor 701 drives the first driving wheel 703 to rotate, so that the first driving wheel 703 drives the second driving wheel 704 to rotate through the driving chain 705, and further the purpose that the second driving wheel 704 drives the first shaft rod 503 and the bottom pressing roller 501 to rotate is achieved, so that the bottom pressing roller 501 presses the geonet 400 to the bottom of the river in the rotating process, and the purpose of compacting the bottom of the river is achieved. In this embodiment, the bottom press roller 501 is provided with the flared plates 502 at both axial ends thereof, respectively, each flared plate 502 being coincident with the axis of the bottom press roller 501, and the radial length of the flared plate 502 being increased outwardly along the axis of the bottom press roller 501. As shown in fig. 12-13, wings 403 are constructed on both sides of the geonet 400, and each of the flared platens 502 is rolled over a corresponding wing 403. The working principle of the embodiment is as follows: the flared pressure plate 502 rotates as the bottom ballast roller 501 rotates and the flared pressure plate 502 gradually penetrates into the bottom of the river channel, pressing the wings 403 of the geonet 400 into the sludge at the bottom of the river channel. In addition, in the rotation process of the flared pressure plate 502, the radial length of the flared pressure plate 502 increases outwards along the axis of the bottom pressure roller 501, so that when the edge wings 403 of the geonet 400 are pressed, the geonet 400 is stretched outwards, the geonet 400 is further ensured to be flatly paved at the bottom of a river channel, and the occurrence of the condition of the wrinkles of the geonet 400 is prevented. The mounting frame 100 of this embodiment is connected with the adapter frame 800 through two lift driving pieces 801, and these two lift driving pieces 801 set up side by side, through controlling two lift driving pieces 801 synchronous motion, realize the adjustment that adapter frame 800 and bottom press roller 501 that connects stretch into the river course degree of depth, and then realize the adjustment of bottom press roller 501 press river course bottom press force. In this embodiment, two ends of each lifting driving member 801 are hinged to the mounting frame 100 and the adapting frame 800 respectively, the angle adjusting members 802 are obliquely arranged, two ends of each angle adjusting member 802 are hinged to the mounting frame 100 and the adapting frame 800 respectively, and the angle between the adapting frame 800 and the mounting frame 100 is adjusted by controlling the action of the angle adjusting members 802, so that the adjustment of the inclination angle of the side wall rolling mechanism 600 along the advancing direction of the vehicle body is realized. The angle adjusting member 802 and the lifting driving member 801 of this embodiment are hydraulic cylinders.
As a preferred embodiment of the present invention, as shown in fig. 8, 10 and 11, the side wall rolling mechanism 600 includes two oppositely disposed side wall pressing rollers 601, each side wall pressing roller 601 being disposed obliquely toward the side slope of the river channel, and the side wall pressing rollers 601 being rolled against the corresponding side walls of the river channel. The side pressing roller 601 is coaxially connected with a second shaft 602, two ends of the second shaft 602 extend out of two ends of the side pressing roller 601, the lower end of the second shaft 602 is connected with the end of the first shaft 503 through a universal coupling 504, and then the driving mechanism 700 is enabled to synchronously rotate the side pressing roller 601 in the process of driving the bottom pressing roller 501 to rotate, and the upper end of the second shaft 602 is elastically connected with the adapter frame 800. The upper end of the second shaft 602 is rotatably connected to the arc-shaped sliding block 603, the arc-shaped sliding block 603 is slidably assembled in the arc-shaped sliding rail 605 of the assembling seat 604, the arc-shaped sliding rail 605 extends towards the side surface of the river channel, two sides of the arc-shaped sliding block 603 are respectively fixed with telescopic springs 606, one end of each telescopic spring 606 far away from the arc-shaped sliding block 603 is connected with the corresponding end surface of the assembling seat 604, and the assembling seat 604 is detachably connected to the adapting frame 800. The working principle of the embodiment is as follows: when the side pressing roller 601 encounters an obstacle when rolling the river side slope, the side pressing roller 601 contacts the obstacle and generates a certain displacement, namely, the arc-shaped sliding block 603 at the upper part of the side pressing roller 601 slides in the arc-shaped sliding way 605, and the two telescopic springs 606 are stretched one by one and compressed, so that the transverse inclination angle of the side pressing roller 601 is changed, and the obstacle surmounting function of the side pressing roller 601 is realized. In addition, the front-rear inclination angle of the side pressing roller 601 is indirectly adjusted by the angle adjusting piece 802, when the lower hardness of the side slope of the river channel is greater than the upper hardness, the inclination angle of the side pressing roller 601 is adjusted, the upper part of the side pressing roller is far away from the adaptive dredging mechanism 200, and the lower part of the side pressing roller is close to the adaptive dredging mechanism 200, so that the side pressing roller 601 presses the side slope and gradually pushes the soil of the side slope to the obliquely upper side in the rotating process of the side pressing roller 601, the soil compactness of the upper part of the side slope of the river channel is gradually improved, and the structural strength of the side slope after solidification is improved. When the upper hardness of the side slope of the river course is greater than the lower hardness, the inclination angle of the side pressing roller 601 is adjusted to be that the upper part of the side pressing roller is close to the self-adaptive dredging mechanism 200, and the lower part of the side pressing roller is far away from the self-adaptive dredging mechanism 200, so that the side pressing roller 601 presses the side slope and gradually pushes the soil of the side slope to the obliquely lower side in the rotating process of the side pressing roller 601, the soil compactness of the lower part of the side slope of the river course is gradually improved, and the structural strength of the side slope after solidification is improved.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present invention, and the present invention is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present invention has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the scope of the claims of the present invention.
Claims (5)
1. A water quality treatment method for a confluent river channel before entering a dam is characterized by comprising the following steps:
s1, connecting a mounting frame with a vehicle body, and mounting a geonet roll on the mounting frame;
s2, extending the self-adaptive dredging mechanism into the river channel, wherein the self-adaptive dredging mechanism is in contact with the bottom wall and the side wall of the river channel, the self-adaptive dredging mechanism comprises dredging plates which are mutually pivoted and form a certain included angle, the lower ends of the dredging plates are flush with the bottom surface of the river channel and form bottom dredging parts, and one side of each dredging plate away from the pivoted side is matched with the corresponding side wall of the river channel and form side dredging parts; the two sludge scraping plates are respectively hinged with elastic supporting rods, the two elastic supporting rods are respectively connected with an assembly rod, and the assembly rods are connected with the mounting frame through a fixing seat;
s3, pulling one end of the geotechnical net roll out from the lower end of the bottom wall rolling mechanism, and fixing the end on the bottom wall of the river channel;
s4, extending the bottom wall rolling mechanism into the river channel and pressing the bottom wall rolling mechanism on the bottom wall of the river channel, and enabling the side wall rolling mechanism to be in contact with two side walls of the river channel;
s5, controlling the vehicle body to advance along the extending direction of the river course, and removing sludge and sundries on the bottom and the side wall of the river course to the shore by the self-adaptive dredging mechanism, and simultaneously, gradually unreeling the geonet rolls, so that the unreeled geonet is gradually paved on the bottom wall of the river course;
s6, removing sludge and sundries which settle at the bottom of the river channel and are intercepted by the geonet at regular intervals, wherein in the step, a kneading type dredging mechanism is adopted to remove the sludge and sundries which are blocked by the rubber blocking sheets at the bottom of the river channel, and the lower part of the kneading type dredging mechanism advances on the geonet and is kneaded back and forth synchronously, so that the rubber blocking sheets are rubbed and turned back and forth, and the sludge and sundries between the two rubber blocking sheets are disturbed and pumped away;
the kneading type dredging mechanism comprises two elastic dredging roller groups which are symmetrically arranged on the connecting seat, and the two elastic dredging roller groups are connected with a dredging pump through a dredging pipe system; the dredging pipe system comprises two communicating pipes which are arranged side by side, two ends of each communicating pipe are respectively provided with a connecting pipe, each connecting pipe is rotationally connected with one side of the corresponding elastic dredging roller group, the two communicating pipes are communicated through a hose, and one of the two communicating pipes is provided with a connecting joint which is connected with a dredging pump; a cross beam is fixed between two connecting pipes of each elastic dredging roller group, and a longitudinal driving piece is arranged between the cross beam and the connecting seat;
the elastic dredging roller group comprises two connecting pieces symmetrically arranged on two sides of a plurality of dredging rollers, the dredging rollers are uniformly arranged along the circumferential direction of the connecting pieces, each dredging roller is of a hollow structure, and dredging holes are distributed on the surface of each dredging roller; a plurality of rubber blades are uniformly constructed on the peripheral surface of each silt drawing roller along the circumferential direction, shaft tubes are respectively communicated with the two axial ends of each silt drawing roller, one end of each shaft tube, which is far away from each silt drawing roller, is sealed, an adapter sleeve is rotatably sleeved outside each shaft tube, the inner cavity of each adapter sleeve is communicated with each shaft tube through a through hole in each shaft tube, and an adapter tube communicated with each adapter sleeve is constructed on each adapter sleeve; the connecting piece comprises a confluence cylinder, a joint pipe is constructed at one axial end of the confluence cylinder, the joint pipe is rotationally connected with the end part of a corresponding connecting pipe, a plurality of plug-in sleeves are constructed on the peripheral surface of the confluence cylinder at intervals along the circumferential direction of the confluence cylinder, each plug-in pipe is inserted into the corresponding plug-in sleeve, a connecting spring is sleeved outside the plug-in pipe, and two ends of the connecting spring are respectively connected with the adapter sleeve and the plug-in sleeve;
a plurality of rubber blocking sheets are constructed on the upper surface of the geotechnical net, the rubber blocking sheets are arranged at intervals along the length direction of the geotechnical net, and each rubber blocking sheet is obliquely arranged and is inclined back to the direction of water flow.
2. The method for treating the water quality of the confluent river channel before entering the dam according to claim 1, which is characterized in that: the bottom wall rolling mechanism comprises a bottom pressing roller which is transversely and horizontally arranged, the middle part of the bottom pressing roller is disconnected and connected through a first shaft rod, the first shaft rod extends out of two ends of the bottom pressing roller along the axis of the bottom pressing roller, the driving mechanism is arranged on the switching frame and is in transmission connection with the first shaft rod part at the disconnection part of the middle part of the bottom pressing roller, and the driving mechanism is used for driving the bottom pressing roller to rotate by taking the first shaft rod as an axis; the lifting driving parts are arranged between the mounting frame and the switching frame side by side, and two ends of each lifting driving part are respectively hinged with the mounting frame and the switching frame, and two ends of the angle adjusting part are respectively hinged with the mounting frame and the switching frame.
3. The method for treating the water quality of the confluent river channel before entering the dam according to claim 2, which is characterized in that: the two axial ends of the bottom press roller are respectively provided with an external tension pressing plate, the axial lines of the external tension pressing plates and the bottom press roller are overlapped, and the radial length of the external tension pressing plates is increased outwards along the axial line of the bottom press roller; the two sides of the geotechnical net are provided with side wings, and each of the flared pressing plates is rolled on the corresponding side wing.
4. The method for treating the water quality of the confluent river channel before entering the dam according to claim 2, which is characterized in that: the side wall rolling mechanism comprises two side part pressing rollers which are oppositely arranged, each side part pressing roller rolls on the corresponding side wall of the river channel, a second shaft rod is coaxially connected to the side part pressing rollers, two ends of the second shaft rod extend out of two ends of the side part pressing rollers, the lower end of the second shaft rod is connected with the end part of the first shaft rod through a universal coupling, and the upper end of the second shaft rod is elastically connected with the switching frame.
5. The method for treating water quality of a confluent river channel before entering a dam according to claim 4, which is characterized in that: the upper end of the second shaft rod is rotationally connected to the arc-shaped sliding block, the arc-shaped sliding block is slidingly assembled in the arc-shaped sliding way of the assembly seat, the arc-shaped sliding way extends towards the side face of the river channel, telescopic springs are respectively fixed on two sides of the arc-shaped sliding block, one end, far away from the arc-shaped sliding block, of each telescopic spring is connected with the corresponding end face of the assembly seat, and the assembly seat is detachably connected to the switching frame.
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| CN202310983385.7A CN116971437B (en) | 2023-08-07 | 2023-08-07 | Water quality treatment method for confluence river channel before dam entry |
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| CN202310983385.7A CN116971437B (en) | 2023-08-07 | 2023-08-07 | Water quality treatment method for confluence river channel before dam entry |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2635346A1 (en) * | 1988-08-12 | 1990-02-16 | Provence Amenagement Region Pr | Method and submerged device for clearing water channels. |
| JPH0551941A (en) * | 1991-08-21 | 1993-03-02 | Wakachiku Kensetsu Kk | High density dredging equipment |
| CN115808510A (en) * | 2023-02-07 | 2023-03-17 | 河北省张家口水文勘测研究中心 | Hydrological water quality monitoring and processing method |
| CN219298307U (en) * | 2023-01-07 | 2023-07-04 | 江西鑫泽水利工程有限公司 | River mud cleaning device of solid-liquid separation |
-
2023
- 2023-08-07 CN CN202310983385.7A patent/CN116971437B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2635346A1 (en) * | 1988-08-12 | 1990-02-16 | Provence Amenagement Region Pr | Method and submerged device for clearing water channels. |
| JPH0551941A (en) * | 1991-08-21 | 1993-03-02 | Wakachiku Kensetsu Kk | High density dredging equipment |
| CN219298307U (en) * | 2023-01-07 | 2023-07-04 | 江西鑫泽水利工程有限公司 | River mud cleaning device of solid-liquid separation |
| CN115808510A (en) * | 2023-02-07 | 2023-03-17 | 河北省张家口水文勘测研究中心 | Hydrological water quality monitoring and processing method |
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