CN112359786B - Yellow water clarification check gate and method for clarifying river water and maintaining water and soil - Google Patents

Yellow water clarification check gate and method for clarifying river water and maintaining water and soil Download PDF

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CN112359786B
CN112359786B CN202011266657.4A CN202011266657A CN112359786B CN 112359786 B CN112359786 B CN 112359786B CN 202011266657 A CN202011266657 A CN 202011266657A CN 112359786 B CN112359786 B CN 112359786B
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water
gate
check
reservoir
river
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CN112359786A (en
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宋广科
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/26Vertical-lift gates
    • E02B7/28Vertical-lift gates with sliding gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/22Stop log dams; Emergency gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B7/00Barrages or weirs; Layout, construction, methods of, or devices for, making same
    • E02B7/20Movable barrages; Lock or dry-dock gates
    • E02B7/26Vertical-lift gates
    • E02B7/36Elevating mechanisms for vertical-lift gates
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B8/00Details of barrages or weirs ; Energy dissipating devices carried by lock or dry-dock gates
    • E02B8/02Sediment base gates; Sand sluices; Structures for retaining arresting waterborne material
    • E02B8/023Arresting devices for waterborne materials

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Revetment (AREA)

Abstract

The invention discloses a yellow water clarification check gate and a method for clarifying river water and maintaining water and soil, and belongs to the technical field of water and soil treatment. The check gate comprises gate walls, wherein a check gate and a reservoir water sediment baffle are arranged between the gate walls, the reservoir water sediment baffle is fixed at the bottom below the check gate, the reservoir water sediment baffle blocks water flow and sediment at the lower part of a river to form a sediment region, the gate walls on two sides of the check gate are provided with gate guide sliding grooves, the check gate can lift along the gate guide sliding grooves, a gate beam is erected above the check gate, a gate lifting device is arranged on the gate beam, and the lower end of the lifting device is connected with the check gate; the check gate is formed by vertically superposing a plurality of unit gate plates, and the unit gate plates are connected into a whole through a detachable connecting mechanism. The invention can thoroughly treat yellow water and turbid water into clear water, and the clear water at the upper part of the water sand-settling baffle of the sluice storehouse can flow into a branch or a main river channel in a planned and orderly manner. The water under the part of the reservoir water sand-settling baffle can be used for irrigating farmlands and planting trees all the year round under the blocking effect. Thereby thoroughly solving the problems of river water clarification, water and soil conservation and agricultural irrigation in the yellow river and similar river basins.

Description

Yellow water clarification check gate and method for clarifying river water and maintaining water and soil
Technical Field
The invention relates to a water and soil treatment technology, and belongs to the technical field of water and soil treatment.
Background
The water and soil loss of the current flowing areas of many rivers is serious, for example, the water of yellow river is originally clear water rather than yellow water, and the silt cannot be kept firmly due to the fact that a plurality of trees and vegetations of loess plateau are artificially and infinitely felled and reclaimed for planting fields for thousands of years. The surge is carried away by rainwater flush surge in flood season, and yellow water with 92% of total silt content in yellow river water flows into the yellow river from two midstream of the yellow river every year. Therefore, in order to radically treat the yellow water in the yellow river, all the numerous gullies and main branches must be treated into clear water, so that the major problem that the yellow water in the yellow river cannot be changed into clear water can be thoroughly solved.
In nearly thousands of years, the yellow water treatment of the yellow river is one generation after one generation, the effect is still little till now, and nearly two billion tons of silt flow into the yellow river every year. The reason for the rectification is that the water in the yellow river can never be changed into clear water because many ravines on the loess plateau are not treated or the treatment method is not right.
Many rivers similar to the yellow river basin, such as Yangtze river, Songhua river, peony river … …, etc., all or in part suffer from the above problems.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a yellow water clarification check gate and a method for clarifying river water and maintaining water and soil. The water at the lower part of the reservoir water sand-settling baffle can be used for irrigating farmlands and planting trees all the year round under the blocking effect. Thereby thoroughly solving the problems of river water clarification, water and soil conservation and agricultural irrigation in the yellow river and similar river basins.
The invention is realized by the following technical scheme: a yellow water clarification check gate comprises gate walls, wherein a check gate and a reservoir water desilting baffle are arranged between the gate walls, the reservoir water desilting baffle is fixed at the bottom below the check gate, the reservoir water desilting baffle blocks water flow and silt at the lower part of a river to form a desilting area, gate walls on two sides of the check gate are provided with gate guide sliding grooves, the check gate can lift along the gate guide sliding grooves, a gate beam is erected above the check gate, a gate lifting device is arranged on the gate beam, and the lower end of the lifting device is connected with the check gate; the check gate is formed by vertically superposing a plurality of unit gate plates, and the unit gate plates are connected into a whole through a detachable connecting mechanism.
The detachable connection mechanism comprises a connecting rod guide pipe arranged at the upper end of the side face of each unit flashboard and a fixing nut arranged at the lower end of the side face, a threaded connecting rod penetrates through the connecting rod guide pipes of all the unit flashboards and is in threaded connection with the fixing nut, and a flashboard connecting rod rotating handle is arranged at the upper end of the threaded connecting rod.
The gate lifting device is a gate lifter and a gate lifting screw, and the lower end of the gate lifting screw is connected with the check gate through a pin shaft and a lifting connecting plate.
The gate wall body comprises a weir surrounding wall body, and when the check gate is multiple, the gate wall body further comprises a gate guide cylinder body, the gate guide sliding groove is formed in the weir surrounding wall body and/or the gate guide cylinder body, and a flowing water slope protection plate is arranged on the outer side of the gate wall body.
A road bridge is built on the side edge of the check gate, a bridge rail and a rail upright post are arranged on the road bridge, and a pier is arranged below the road bridge.
The upper surface and the lower surface of the unit flashboard are embedded together in a concave-convex connection mode.
The yellow water clarifying check gate controls the opening and closing of the gate by a remote monitoring management system, whether the gate is opened or not is determined according to the height of the water level after the river water is clarified, and a camera and/or a water level sensor are/is arranged on the wall body of the gate.
A method for clarifying river water and maintaining water and soil by using the yellow water clarifying check gate is characterized in that the yellow water clarifying check gate is built at a branch port where a main stream of a river meets each branch stream and at a large gully port where the branch stream meets each large gully; when no rainfall or little rainfall exists, the gate is controlled to be opened, and the rainfall water is subjected to sand settling in a large gully and a small gully in the full reservoir under the interception of the sand settling baffle plate of the reservoir water at the bottom of the gate; when the rainfall is large, the check gate is closed, rainwater is completely stored in a reservoir formed by a plurality of large gullies and small gullies in the check gate under the combined action of the reservoir water desilting baffle and the check gate, so that the rainwater is changed into still water, and silt is precipitated to the bottom of the reservoir after sufficient time of pause, so that muddy water is changed into a lower desilting area and upper clear water; when water needs to be discharged, the check gate is opened to enable clear water above the reservoir water sediment baffle to flow into the branch, the reservoir water sediment baffle plays a role in blocking silt to flow out of the gate, the requirement that water flow and sand do not flow is met, and the effects of clarifying river water and keeping water and soil are achieved.
Furthermore, sediment in the reservoir in the check gate is deposited for many years, when the sediment deposition height is close to the upper end of the reservoir water sediment baffle, the detachable connecting mechanism can be operated to detach, so that the unit gate plate close to the reservoir water sediment baffle is separated from the check gate, the unit gate plate is left on the upper edge of the reservoir water sediment baffle and is tightly combined with the reservoir water sediment baffle, the height of the reservoir water sediment baffle is increased, the reservoir water sediment effect is achieved, and by analogy, all the unit gate plates are detached step by step until the sediment is basically level with the upper edges of a plurality of gullies, the large gullies and the small gullies are filled, and at the moment, secondary planning and land leveling seed grains can be adopted according to the terrain.
The invention has the beneficial effects that: the check gate and the method can thoroughly treat yellow water and turbid water into clear water, and the clear water on the upper part of the water sand settling baffle of the gate reservoir can flow into branch streams or a main river channel in a planned and orderly manner. The water at the lower part of the reservoir water sand-settling baffle can be used for irrigating farmlands and planting trees all the year round under the blocking effect. Thereby thoroughly solving the problems of river water clarification, water and soil conservation and agricultural irrigation in the yellow river and similar river basins.
The check gate and the method not only can deposit sand in reservoir water, but also can ensure that the depths of main tributaries and a plurality of gullies are about 50 percent of the same horizontal line to form a perennial reservoir water sand-depositing area, and can basically culture fish, irrigate farmlands and plant trees after a large amount of sand is deposited. And can thoroughly solve the major problems of waterlogging caused by rain, no sweat and no water for irrigating farmlands for hundreds of years.
Drawings
The invention is further illustrated below with reference to the figures and examples.
FIG. 1 is a top view of the present invention;
FIG. 2 is a front view of the present invention;
3-6 are schematic diagrams of the sand settling process of the present invention;
FIG. 7 is a schematic view of the river and gully distribution of the present invention;
FIG. 8 is a side view of the check gate of the present invention, i.e., a schematic view of the male and female connection of the unit gates.
In the figure, 1, a gate guide cylinder body, 2, a gate guide sliding groove, 3, a gate lifting screw rod, 4, a gate lifter, 5, a gate beam, 6, a gate connecting rod rotating handle, 7, a connecting rod guide pipe, 8, a fixing nut, 9, a threaded connecting rod, 10, a pin shaft, 11, a lifting connecting plate, 12, a check gate, 12-1, a unit gate plate, 13, a reservoir water sediment baffle, 14, a sediment region, 15, a weir wall body, 16, a flowing water slope protection plate, 17, a passing bridge, 18, a bridge blocking rod, 19, a blocking rod upright post, 20, a pier, 100, a main flow, 200, a branch flow, 201, a branch flow port, 300, a large gully, 301, a large gully port, 400, a small gully, 401 and a small gully port.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the specification, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. The following description of at least one exemplary embodiment is merely illustrative in nature and is in no way intended to limit the invention, its application, or uses. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without any inventive step, are within the scope of the present invention.
Techniques, methods, and apparatus known to those skilled in the art may not be discussed in detail but are intended to be part of the specification as appropriate.
A yellow water clarification check gate as shown in fig. 1-3, the yellow water is muddy water formed by mixing muddy matters such as silt and river water, the yellow water clarification check gate comprises gate walls, a check gate 12 and a reservoir water desilting baffle 13 are arranged between the gate walls, the reservoir water desilting baffle 13 is fixed at the bottom of the check gate 12, the reservoir water desilting baffle 13 blocks the water flow and silt at the lower part of a river to form a desilting area 14, the gate walls at two sides of the check gate 12 are provided with gate guide sliding grooves 2, the check gate 12 can lift along the gate guide sliding grooves 2, a gate beam 5 is arranged above the check gate 12, a gate lifting device is arranged on the gate beam 5, the lifting device can be a spiral lifting device or a lifting hoist or other common lifting mechanism, and the lower end of the lifting device is connected with the check gate 12; the check gate 12 is formed by vertically overlapping a plurality of unit gate plates 12-1, and the unit gate plates 12-1 are connected into a whole through a detachable connecting mechanism. As shown in fig. 8, the upper and lower surfaces of the unit gate 12-1 may be engaged with each other by a male and female coupling, which increases the sealing property of water blocking and the structural stability. The front and rear end surfaces of the unit gate 12-1 can be arc surfaces, so that water blocking, pressure reduction and flow distribution are facilitated.
The detachable connecting mechanism comprises a connecting rod guide pipe 7 arranged at the upper end of the side face of each unit gate plate 12-1 and a fixing nut 8 arranged at the lower end of the side face, a threaded connecting rod 9 penetrates through the connecting rod guide pipes 7 of all the unit gate plates 12-1 and is in threaded connection with the fixing nut 8, and a gate plate connecting rod rotating handle 6 is arranged at the upper end of the threaded connecting rod 9.
The gate lifting device comprises a gate lifter 4 and a gate lifting screw 3, and the lower end of the gate lifting screw 3 is connected with the check gate 12 through a pin shaft 10 and a lifting connecting plate 11.
The gate wall body includes weir enclosure 15, when the check gate 12 has a plurality ofly, still includes gate guide cylinder 1, gate direction sliding tray 2 sets up on weir enclosure 15 and/or gate guide cylinder 1, and the gate wall body outside is flowing water slope protection board 16 in addition, and flowing water slope protection board adopts the concrete preparation.
A passing bridge 17 is built on the side edge of the check gate 12, a bridge railing 18 and a railing upright 19 are arranged on the passing bridge 17, and a pier 20 is arranged below the passing bridge 17.
The yellow water clarifying check gate controls the opening and closing of the gate by a remote monitoring management system, whether the gate is opened or not is determined according to the height of the water level after the river water is clarified, and a camera and/or a water level sensor are/is arranged on the wall body of the gate.
In a method for clarifying river water and maintaining water and soil using the yellow water clarifying check gate as shown in fig. 1 to 7, the yellow water clarifying check gate is constructed at a branch port 201 where a main stream 100 of a river meets each branch stream 200, and at a large gully port 301 where a branch stream 200 meets each large gully 300; when no rainfall or little rainfall exists, the control gate 12 is opened, and under the interception of a water desilting baffle 13 at the bottom of the gate, the rainfall water is completely deposited in a large gully 300 and a small gully 400 for desilting; when the rainfall is large, the check gate 12 is closed, rainwater is completely stored in a water reservoir formed by a plurality of large gullies 300 and small gullies 400 in the check gate 12 under the combined action of the reservoir water desilting baffle 13 and the check gate 12, so that the rainwater is changed into still water, and silt is precipitated to the bottom of the reservoir after sufficient time of pause, so that muddy water is changed into a lower desilting area 14 and upper clear water; when water needs to be discharged, the check gate 12 is opened to enable clear water above the reservoir water sediment trap 13 to flow into the branch 200, the reservoir water sediment trap plays a role in blocking silt from flowing out of the gate, the requirement that water flow and sand do not flow is met, and the effects of river water clarification and soil and water conservation are achieved.
Further, referring to fig. 3 to 6, after many years of sedimentation of silt in the reservoir in the check gate 12, when the sediment deposition height is close to the upper end of the reservoir water sediment baffle 13, the detachable connection mechanism is operated to detach the unit gate plate 12-1 close to the reservoir water sediment baffle 13 from the check gate 12, the unit gate plate 12-1 is left on the reservoir water sediment baffle to be tightly integrated with the reservoir water sediment baffle, the height of the reservoir water sediment baffle 13 is increased to play a role of reservoir water sediment, and so on, all the unit gate plates 12-1 are detached step by step until the silt is basically level with the upper edges of the plurality of gullies, the large gully 300 and the small gully 400 are filled, and then secondary planning and land preparation can be performed according to the terrain.
The working principle of the invention is that taking yellow river as an example:
it can be summarized as a song formula:
the provinces are respectively controlled, and the gullies are changed into reservoir areas.
Moving water to still water, and clarifying the water with yellow water.
The switch gate is on and off, and the clear water is discharged from the warehouse enclosure.
The gully yellow water clarification check gate not only can sink sand in reservoir water, but also can enable the depth of main tributaries and a plurality of gullies to become a perennial reservoir water sand sinking area in a space about 50% of the same horizontal line, and can basically cultivate fish, irrigate farmlands and plant trees after a large amount of sand is settled. And can thoroughly solve the major problems of waterlogging caused by rain, no rain, drought and no water irrigation of farmlands for hundreds of years.
When the rainwater is too large, under the combined action of the reservoir water sand-settling baffle and the check gate, the depth of yellow water flowing into a plurality of large and small gullies in the loess plateau can be gradually increased, and the moving water is changed into static water and yellow water for clarifying the water. When rainwater needs to be discharged, all gates are opened, main branches can flow in orderly, and a large amount of clear water flows into the yellow river again under the control of the main branch check gate.
The method for determining the construction position of the check gate comprises the following steps:
through surveying, measuring, researching, planning and treating, a diagram for trimming, blocking and changing the roads of the gullies in the loess plateau is drawn. In order to facilitate annual irrigation of farmlands and ensure the conservation of sweat waterlogging, a large reservoir is planned to be reserved at any position, large gullies which are vertically and horizontally communicated with the reservoir are reserved, and a reservoir water sand deposition clarification check gate is built at the junction of the gullies and main branches.
In the region with large gully yellow water fall, in order to facilitate sand deposition to make fields, a gully reservoir water sand deposition clarification control gate is constructed at the position of the yellow water fall.
When the farmland is dry and rainy, the large gullies which are communicated with the reservoir vertically and horizontally can guide the water in the reservoir to irrigate the farmland for sweat resistance and harvest preservation. During flood season, under the action of the sediment settling clarification check gates of various reservoirs, the moving water flowing into a plurality of gullies can be changed into still water, after sediment is settled, the yellow water is changed into clear water, the clear water sequentially flows into the main branch flows through the control of the check gates, and flows into the yellow river from the branch flows and the water of the yellow river is changed into clear water.
Planning and renovating gully
And (4) orderly planning and renovating large gullies at two sides of each main branch according to the annual maximum rainwater quantity. The rainwater can flow into the large gullies orderly, and the yellow water can only flow into the large gullies and cannot flow into the branch or the yellow river without authorization. The bridge above the gully yellow water clarification check gate is designed for the traffic of both sides of main tributary and yellow river. After the gate is built, the main branch and the two banks of the yellow river form an ideal road under the action of a plurality of bridges, so that the bridge building cost is saved, and the traffic and the transportation of people are facilitated.
In order to block flood and cut peak in flood season and effectively reduce the downstream flood control pressure, the severe condition that a large amount of flood flows into a yellow river in a short time when a mountain torrent occurs is changed into that: floods can be stocked in large and small ravines or mountain valleys, and can be managed and discharged orderly for a long time. Thereby reducing the rising pressure of the water level, the water flow and the danger degree caused by overhigh water level. The gate can be built at the intersection of the two banks of each river and the port of each large valley.
The technology of the invention can be used in the similar areas of yellow river, Yangtze river, pine pollen, peony river … … and the like.
The above description is only exemplary of the invention and should not be taken as limiting the invention, as any modification, equivalent replacement, or improvement made within the spirit and principle of the invention should be included in the protection scope of the invention.

Claims (7)

1. A method for clarifying river water and maintaining water and soil by using a yellow water clarification check gate is characterized by comprising the following steps:
the yellow water clarification check gate comprises gate walls, a check gate (12) and a reservoir water sediment baffle (13) are arranged between the gate walls, the reservoir water sediment baffle (13) is fixed at the bottom below the check gate (12), water flow and silt at the lower part of a river are blocked by the reservoir water sediment baffle (13) to form a sediment zone (14), gate walls on two sides of the check gate (12) are provided with gate guide sliding grooves (2), the check gate (12) can lift along the gate guide sliding grooves (2), a gate beam (5) is erected above the check gate (12), a gate lifting device is arranged on the gate beam (5), and the lower end of the lifting device is connected with the check gate (12); the check gate (12) is formed by vertically overlapping a plurality of unit gate plates (12-1), and the unit gate plates (12-1) are connected into a whole through a detachable connecting mechanism;
the detachable connecting mechanism comprises a connecting rod guide pipe (7) arranged at the upper end of the side face of each unit gate plate (12-1) and a fixing nut (8) arranged at the lower end of the side face, a threaded connecting rod (9) penetrates through the connecting rod guide pipes (7) of all the unit gate plates (12-1) and is in threaded connection with the fixing nut (8), and a gate plate connecting rod rotating handle (6) is arranged at the upper end of the threaded connecting rod (9);
the method for clarifying river water and maintaining water and soil by using the yellow water clarification check gate comprises the following steps:
constructing the yellow water clarification check gate at a branch port (201) where the main flow (100) of the river meets each branch flow (200) and at a big gully port (301) where the branch flow (200) meets each big gully (300); when no rainfall or little rainfall exists, the control gate (12) is opened, and under the interception of a water desilting baffle plate (13) at the bottom of the gate, the rainfall water is subjected to desilting in a large gully (300) and a small gully (400) in the whole reservoir; when the rainfall is large, the check gate (12) is closed, rainwater is completely stored in a water reservoir formed by a plurality of large gullies (300) and small gullies (400) in the check gate (12) under the combined action of the reservoir water desilting baffle (13) and the check gate (12), so that the rainwater is changed into still water, and silt is precipitated to the bottom of the water reservoir after sufficient pause time, so that muddy water is changed into a lower desilting area (14) and upper clear water; when water needs to be discharged, the check gate (12) is opened to enable clear water above the reservoir water sediment baffle (13) to flow into the branch (200), the reservoir water sediment baffle plays a role in blocking silt to flow out of the gate, the requirement of no flow of water flow sand is met, and the effects of clarifying river water and keeping water and soil are achieved.
2. The method of clarifying river water and conserving water and soil using yellow water clarification check gate as claimed in claim 1, wherein:
the gate lifting device comprises a gate lifter (4) and a gate lifting screw (3), and the lower end of the gate lifting screw (3) is connected with the check gate (12) through a pin shaft (10) and a lifting connecting plate (11).
3. The method of clarifying river water and soil conservation using a yellow water clarification check gate as claimed in claim 1, wherein:
the gate wall body comprises a weir surrounding wall body (15), and when the check gate (12) is multiple, the gate wall body further comprises a gate guide cylinder body (1), the gate guide sliding groove (2) is formed in the weir surrounding wall body (15) and/or the gate guide cylinder body (1), and a flowing water slope protection plate (16) is further arranged on the outer side of the gate wall body.
4. The method of clarifying river water and conserving water and soil using yellow water clarification check gate as claimed in claim 1, wherein:
a passing bridge (17) is built on the side edge of the check gate (12), a bridge railing (18) and a railing upright post (19) are arranged on the passing bridge (17), and a pier (20) is arranged below the passing bridge (17).
5. The method of clarifying river water and conserving water and soil using yellow water clarification check gate as claimed in claim 1, wherein:
the yellow water clarification check gate controls the opening and closing of the gate by using a remote monitoring management system, whether the gate is opened or not is determined according to the height of the water level after the river water is clarified, and a camera and/or a water level sensor are/is arranged on the wall body of the gate.
6. The method of clarifying river water and conserving water and soil using yellow water clarification check gate as claimed in claim 1, wherein:
the upper surface and the lower surface of the unit flashboard (12-1) are embedded together in a concave-convex connection mode.
7. The method of clarifying river water and conserving water and soil using yellow water clarification check gate as claimed in claim 1, wherein:
sediment in a reservoir in the check gate (12) is deposited for many years, when the sediment deposition height is close to the upper end of the reservoir water sediment baffle (13), the detachable connection mechanism is operated to detach, so that the unit gate plate (12-1) close to the reservoir water sediment baffle (13) is separated from the check gate (12), the unit gate plate (12-1) is left on the upper edge of the reservoir water sediment baffle and is tightly integrated with the reservoir water sediment baffle, the height of the reservoir water sediment baffle (13) is increased, the function of reservoir water sediment is achieved, and by analogy, all the unit gate plates (12-1) are detached step by step until the sediment is basically level with the upper edges of a plurality of gullies, the large gully (300) and the small gully (400) are filled, and at the moment, the land is leveled to manufacture field seeds according to secondary planning.
CN202011266657.4A 2020-11-13 2020-11-13 Yellow water clarification check gate and method for clarifying river water and maintaining water and soil Active CN112359786B (en)

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CN103556606A (en) * 2013-11-14 2014-02-05 无锡联创薄板有限公司 River course gate
CN208870006U (en) * 2018-10-17 2019-05-17 江西水利职业学院(江西省水利水电学校、江西省灌溉排水发展中心、江西省水利工程技师学院) A kind of water conservancy channel gate
CN210737478U (en) * 2019-09-04 2020-06-12 铜仁职业技术学院 Channel gate that water conservancy water and electricity was used
CN211080144U (en) * 2019-11-05 2020-07-24 济南市乔店水库服务中心 Gate for water conservancy channel

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