阅读说明：本技术 一种河床式地下取水构筑物 (Riverbed type underground water taking structure ) 是由 曹瑞华 邢军朝 童晶晶 王中友 解亚涛 阴俊霞 张琦 梁铭 于 2021-08-09 设计创作，主要内容包括：本发明提供了一种河床式地下取水构筑物,涉及地表取水技术领域,包括第一液压系统舱、第二液压系统舱、取水系统舱和坝体,第二液压系统舱和第一液压系统舱沿河流水流方向依次设置,位于河床下方；取水系统舱设置于第一液压系统舱和第二液压系统舱之间,取水系统舱的顶部开设有取水口,取水口位于河床下方,取水系统舱开设有出水口与外界连通；以及坝体分别与第一液压系统舱和第二液压系统舱连接,坝体在第一液压系统舱和第二液压系统舱驱动下,不取水时盖合取水口,取水时开打取水口,其使用不影响河道行洪、不改变河道水流状态,不会导致上游发生壅水、不会造成河水流速减慢、泥沙沉淀、河道淤积、冬季冰凌等不利情况发生。(The invention provides a riverbed type underground water taking structure, which relates to the technical field of surface water taking and comprises a first hydraulic system cabin, a second hydraulic system cabin, a water taking system cabin and a dam body, wherein the second hydraulic system cabin and the first hydraulic system cabin are sequentially arranged along the flow direction of a river and are positioned below a riverbed; the water taking system cabin is arranged between the first hydraulic system cabin and the second hydraulic system cabin, the top of the water taking system cabin is provided with a water taking opening, the water taking opening is positioned below a river bed, and the water taking system cabin is provided with a water outlet communicated with the outside; and the dam body is respectively connected with the first hydraulic system cabin and the second hydraulic system cabin, the dam body is driven by the first hydraulic system cabin and the second hydraulic system cabin, a water taking opening is covered when water is not taken, the water taking opening is opened when water is taken, the use of the dam body does not influence river channel flood passing, does not change the river channel water flow state, and can not cause upstream water blockage, can not cause the adverse conditions of river water flow speed slowing, sediment precipitation, river channel sedimentation, ice slush in winter and the like.)

1. A riverbed type underground water intake structure is characterized by comprising:

a first hydraulic system compartment (1);

the second hydraulic system cabin (3), the second hydraulic system cabin (3) and the first hydraulic system cabin (1) are sequentially arranged along the river flow direction;

the water taking system cabin (2) is arranged between the first hydraulic system cabin (1) and the second hydraulic system cabin (3), a water taking opening is formed in the top of the water taking system cabin (2), the water taking opening is located below a river in a river normal water level state, the maximum size of the water taking opening in the width direction of the river is larger than or equal to the river width in the river normal water level state, and a water outlet is formed in the water taking system cabin (2) and communicated with the outside; and

the dam body is respectively connected with the first hydraulic system cabin (1) and the second hydraulic system cabin (3), the upper end face of the dam body is lower than or equal to the height of the lowest point of the bottom of a river bed of a river, and the dam body is driven by the first hydraulic system cabin (1) and the second hydraulic system cabin (3) to cover the water intake when water is not taken and open the water intake when water is taken.

2. The riverbed-type underground water intake structure according to claim 1, wherein: the dam body comprises at least one floating body dam (17), each floating body dam (17) comprises a steel dam plate (18) and a rubber layer (19), and the rubber layer (19) covers the outer surface of the steel dam plate (18).

3. The riverbed-type underground water intake structure according to claim 2, wherein: the steel dam plate (18) is of a hollow structure.

4. The riverbed-type underground water intake structure according to claim 3, wherein: the steel dam plate (18) comprises a dam frame and a plate body, and the plate body is fixedly connected to the outside of the dam frame to form the steel dam plate (18) with a hollow structure.

5. The riverbed-type underground water intake structure according to claim 1, wherein: the water taking system cabin (2) is internally provided with a rotary grating component for intercepting impurities in the water body, the rotary grating component is transversely arranged in the water taking system cabin (2) and divides the water taking system cabin (2) into an upper part and a lower part, and the water taking port is positioned above the rotary grating component.

6. The riverbed-type underground water intake structure according to claim 5, wherein: the rotary grating component comprises a grating net (26), a transmission guide rail (29) and a rotary power component (30), the grating net (26) is connected with the transmission guide rail (29), and the transmission guide rail (29) is connected with the rotary power component (30);

a partition wall (33) is arranged in the water taking system cabin (2), the partition wall (33) divides the bottom of the water taking system cabin (2) into a grid slag area and a water collecting area, the water taking port is positioned above the water collecting area, and one end part of the rotary grid assembly is positioned above the grid slag area;

the grating net (26) moves along the transmission guide rail (29) under the transmission of the rotary power assembly (30), and sundries on the grating net (26) are transported to the grating slag area.

7. The riverbed-type underground water intake structure according to claim 1, wherein: first hydraulic system cabin (1) with the top in second hydraulic system cabin (3) is all offered and is used for holding the holding tank of dam body, two the holding tank plane is the rectangle form, and the vertical section is "L" shape, two the bottom of holding tank all is equipped with 5% slope, two the minimum of holding tank all is close to water intaking system cabin (2).

8. The riverbed-type underground water intake structure according to claim 1, wherein: the water taking system cabin (2) is characterized in that a water delivery channel (27) is arranged at the bottom of the water taking system cabin (2), the water delivery channel (27) is arranged along the length direction of the water taking system cabin (2), the water delivery channel (27) is communicated with the outside through the water outlet, the cross section of the water delivery channel (27) is arc-shaped, the gradient of the water delivery channel (27) is 0.3% -2%, and the lowest point is close to a river bank.

9. The riverbed-type underground water intake structure according to claim 8, wherein: a water collecting groove drainage ditch (28) is formed in the lowest point of the water delivery ditch (27), the water collecting groove drainage ditch (28) is arranged along the length direction of the water taking system cabin (2), and the water collecting groove drainage ditch (28) is communicated with the outside through the water outlet.

10. The riverbed-type underground water intake structure according to claim 9, wherein: the cross section area of the water collecting groove drainage ditch (28) is less than or equal to 40000 square millimeters; the gradient of the water collecting groove drainage ditch (28) is 0.3% -2%, and the lowest point is close to the river bank.

Technical Field

The invention relates to the technical field of surface water taking, in particular to a riverbed type underground water taking structure.

Background

Along with the rapid development of industrial production and agricultural production, the living standard of residents is continuously improved, the types and the quantity of pollutants discharged to a river channel by human activities are also continuously increased, and as the self-cleaning capacity of the river channel is limited, when the human activities are discharged to exceed the self-cleaning capacity of the river channel, the ecological system of the river channel is seriously damaged and is difficult to self-repair. In order to improve the water quality of the river channel, improve the water environment quality of the river channel, recover the ecological function of the river channel, realize ecological restoration of the river channel and build ecological civilization, the river water needs to be deeply treated. The treatment of the polluted river water adopts the schemes of in-situ treatment, ex-situ reinforced treatment and the like. However, at present, no structure which can realize that all river water is intercepted to take water, does not change the unfavorable condition of the water flow state of a river channel and is matched with the polluted river water to realize interception to a manual treatment system exists.

Disclosure of Invention

The invention aims to provide a riverbed type underground water taking structure so as to improve the problems, and the technical scheme adopted by the invention is as follows:

the application provides a riverbed formula underground water intaking structure includes: the system comprises a first hydraulic system cabin, a second hydraulic system cabin, a water taking system cabin and a dam body, wherein the first hydraulic system cabin and the second hydraulic system cabin are sequentially arranged along the river water flow direction; the water taking system cabin is arranged between the first hydraulic system cabin and the second hydraulic system cabin, a water taking opening is formed in the top of the water taking system cabin, the water taking opening is located below river under a river at a river normal water level state, the maximum size of the water taking opening in the width direction of the river is larger than or equal to the river width under the river at the normal water level state, and a water outlet is formed in the water taking system cabin and communicated with the outside; and the dam body is respectively connected with the first hydraulic system cabin and the second hydraulic system cabin, the upper end face of the dam body is lower than or equal to the height of the lowest point of the bottom of the river bed of a river, and the dam body is driven by the first hydraulic system cabin and the second hydraulic system cabin, covers the water intake when water is not taken, and opens the water intake when water is taken.

Furthermore, the dam body comprises at least one floating dam, each floating dam comprises a steel dam plate and a rubber layer, and the rubber layer covers the outer surface of the steel dam plate.

Further, the steel dam plate is of a hollow structure.

Further, the steel dam plate comprises a dam frame and a plate body, and the plate body is fixedly connected to the outside of the dam frame to form the steel dam plate with a hollow structure.

Furthermore, a rotary grating component for intercepting impurities in the water body is arranged in the water taking system cabin, the rotary grating component is transversely arranged in the water taking system cabin and divides the water taking system cabin into an upper part and a lower part, and the water taking port is positioned above the rotary grating component.

Furthermore, the rotary grating component comprises a grating framework, a grating net, a transmission guide rail and a rotary power component, wherein the grating net is fixedly connected outside the grating framework, the grating framework is connected with the transmission guide rail, and the transmission guide rail is connected with the rotary power component; a partition wall is arranged in the water taking system cabin, the bottom of the water taking system cabin is divided into a grid slag area and a water collecting area by the partition wall, the water taking port is positioned above the water collecting area, and one end part of the rotary grid assembly is positioned above the grid slag area; the grid net moves along the transmission guide rail under the transmission of the rotary power assembly, and sundries on the grid net are conveyed to the grid slag area.

Further, the top in first hydraulic system cabin with the second hydraulic system cabin all offers and is used for holding the holding tank of dam body, two the holding tank plane is the rectangle form, and the vertical section is "L" shape, two the bottom of holding tank all is equipped with 5% slope, two the minimum of holding tank all is close to the system cabin of drawing water.

Furthermore, a water delivery channel is arranged at the bottom of the water taking system cabin and is arranged along the length direction of the water taking system cabin, the water delivery channel is communicated with the outside through the water outlet, the cross section of the water delivery channel is arc-shaped, the gradient of the water delivery channel is 0.3% -2%, and the lowest point is close to a river bank.

Furthermore, a water collecting groove drainage ditch is formed in the lowest point of the water delivery channel and is arranged along the length direction of the water taking system cabin, and the water collecting groove drainage ditch is communicated with the outside through the water outlet.

Further, the cross section of the water collecting groove drainage ditch is 200mm in width and 200mm in height; the gradient of the water collecting groove drainage ditch (28) is 0.3% -2%, and the lowest point is close to the river bank.

The invention has the beneficial effects that:

according to the invention, the water intake is arranged below the river, so that the water intake is completely intercepted by the river water on the premise of not building a dike and a dam, the flood discharge of the river channel is not influenced after building, the upstream of a water intake structure is not choked, the flowing state of the river water is not changed, and the adverse conditions of river water speed reduction, sediment sedimentation, river sedimentation, ice in winter and the like are avoided.

Additional features and advantages of the invention will be set forth in the description which follows, and in part will be obvious from the description, or may be learned by the practice of the embodiments of the invention. The objectives and other advantages of the invention will be realized and attained by the structure particularly pointed out in the written description and claims hereof as well as the appended drawings.

Drawings

In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.

FIG. 1 is a schematic top view of the structure of example 1;

FIG. 2 is a schematic cross-sectional view showing the structure of example 1;

FIG. 3 is a schematic view of the structure of the water intake system compartment of example 1

FIG. 4 is a schematic structural view of a service compartment, a water collection compartment and a hydraulic system compartment of embodiment 1;

FIG. 5 is a first partial structural view of embodiment 2;

FIG. 6 is a second partial structural view of embodiment 2;

FIG. 7 is a third partial structural view of embodiment 2;

FIG. 8 is a fourth part of the structure of embodiment 2;

the labels in the figure are: 1. a first hydraulic system bay; 2. a water taking system cabin; 3. a second hydraulic system compartment; 4. a water collecting system cabin; 5. a water outlet cabin; 6. a slag discharging cabin; 7. an overhaul compartment; 9. a hydraulic cylinder; 10. a hydraulic pump; 11. a hydraulic oil pipe; 12. a hydraulic lever; 13. a base; 15. a flexible waterproof sleeve; 16. a support base; 17. a floating body dam; 18. steel dam plates; 19. a rubber layer; 20. a liquid level monitoring system; 21. a monitoring system; 22. a ventilation system; 23. an illumination system; 24. a fire protection system; 25. an air detection system; 26. a grid net; 27. a water delivery channel; 28. a water collecting tank drainage ditch; 29. a transport rail; 30. a rotary power assembly; 31. a first closed gate apparatus; 32. a second closed ram apparatus; 33. a partition wall; 34. the groove is extended.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations. Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures. Meanwhile, in the description of the present invention, the terms "first", "second", and the like are used only for distinguishing the description, and are not to be construed as indicating or implying relative importance.

The traditional river channel water taking engineering facilities comprise shoreside water taking structures, such as a combined shoreside water taking structure, a separate shoreside water taking structure and the like; river bed type water intake structures, such as siphon water intake structures, water pump direct water intake structures, pier type water intake structures, and the like; movable water intake structures, such as pontoon type water intake structures and cable car type water intake structures. Above-mentioned traditional river course water intaking engineering facility can't realize cutting dirty water intaking to the whole of river course water, only takes partial river water to supply with cities and towns and industrial enterprise production life after carrying out advanced treatment and uses, with being more than water purification engineering field, is unsuitable to cut back the water intaking to river whole, and then implements purification operation to the water body in the later stage.

In the prior art, in order to realize the whole interception and water taking of river channel water, the current river channel sewage interception and water taking engineering technology mostly adopts a river dam construction and a matched river bank construction and the like in a river channel, so that the polluted river water is completely intercepted, and a water taking facility construction is matched, such as a lifting pump station or a water conduit (canal) and the like, so as to take the polluted river water. The water taking technical measures have the advantages of complex engineering design and construction, higher manufacturing cost and longer exploration design and construction period. In addition, a river blocking dam engineering and a river bank engineering are built in the river channel, and polluted river water is blocked and stored, so that the cross section of the river channel is changed, the water flow state of the river water is seriously changed, the water accumulation in a certain range at the upstream of the river blocking dam is caused, the flow speed of the river is slowed down, sediment is precipitated, the river channel is silted, ice is generated in winter, and other adverse conditions are caused; more seriously, the long-term impoundment of polluted river water may cause the water body to be black and odorous, and in addition, a large amount of impoundment sewage may infiltrate into underground aquifers, causing the underground water to be seriously polluted. Therefore, it is necessary to invent a water intake structure which can intercept all the polluted river water to the manual treatment system without changing the state of the river water flow, avoiding the disadvantages of slow river flow, sediment precipitation, river sedimentation, ice formation in winter, upstream water blockage and the like.

Meanwhile, the river is also a shoal river, because the shoal river has a wide section and no formed river bank, the slope of the river is small, the river flows over the river, the river diameter is small, the river is difficult to effectively take water by using a shoreside water taking structure, a riverbed water taking structure or a movable water taking structure, generally, a large-mouth well, a channel, a seepage pipe well and the like are adopted for taking water, the river is mainly used for the technical field of water supply purification engineering, only partial water taking can be realized, the aim of intercepting water at the whole section cannot be realized, and the river cannot be used for the technical field of the river sewage and wastewater purification engineering. If the barrage is built for storing and taking water, not only barrage engineering and water taking facility engineering need to be built in a matched manner, but also river bank engineering and seepage-proofing engineering need to be built in a matched manner in the backwater range of the river channel after the barrage is built, so that the engineering investment cost is high, the engineering construction period is long, the construction difficulty is large, and in addition, the river channel flood and the natural ecological system of the river channel are influenced to a certain degree. Therefore, the invention needs to create a water taking structure building which is suitable for the characteristics of the shoal river channel, is economical and applicable, and is convenient to construct, operate and maintain.

Furthermore, because of the huge territorial scope of China, rivers are affected by seasonal changes, and the river flow and water quality of partial rivers change greatly. In dry seasons, river water flow is small, and sewage and wastewater discharged from cities and towns are mostly used; in rainy season, rainwater collected in the basin range and sewage and wastewater discharged from cities and towns are converged and enter a river channel, and the river flow is relatively large. Because a part of riverbeds in the riverway are eroded by flowing water all the year round no matter in dry seasons or rainy seasons, sub-troughs are easy to form, are generally narrow and deep, but the riverbeds at two sides of the sub-troughs are not eroded by flowing water in dry seasons, flowing water passes through only in rainy seasons, and are wide and flat, so that the cross section of the whole riverbed is in a step shape from a riverbank to the center of the riverbed. In order to perform ex-situ strengthening treatment on river water in severe-pollution dry seasons, the river water needs to be intercepted into strengthening treatment facilities. If the barrage is built for water storage and water taking, not only barrage engineering and seepage-proofing engineering need to be built in the sub-groove in a matched mode, but also barrage engineering, seepage-proofing engineering and river bank reinforcing engineering need to be built on a riverbed outside the sub-groove. If adopt above-mentioned technical scheme, because river course rivers section is enlarged whole riverbed by the sub-groove, the rivers section increase will lead to river velocity of flow to slow down, very easily causes unfavorable condition such as silt deposit, river course siltation, winter icings. Therefore, the invention needs to create a water intake structure building which is suitable for the characteristics of the sub-tank type river channel, is economical and applicable, and is convenient to operate, maintain and manage.

Example 1:

as shown in fig. 1 and fig. 2, the present embodiment provides a riverbed type underground water intake structure, which includes a first hydraulic system cabin 1, a second hydraulic system cabin 3, a water intake system cabin 2, and a dam body, wherein the first hydraulic system cabin 1, the second hydraulic system cabin 3, and the water intake system cabin 2 all adopt a hollow structure formed by pouring a reinforced concrete structure, and a specific construction process thereof is the prior art, and is not described in detail in this application.

In this embodiment, the first hydraulic system cabin 1 and the second hydraulic system cabin 3 are sequentially arranged along the water flow direction of the river channel and located below the river bed, the water taking system cabin 2 is arranged between the first hydraulic system cabin 1 and the second hydraulic system cabin 3, and the first hydraulic system cabin 1, the second hydraulic system cabin 3, the water taking system cabin 2 and the dam body are all arranged below the river bed. The intake has been seted up at the top of water intaking system cabin 2 simultaneously, specifically speaking, in order to realize keeping back to the whole section of river, so the intake is located the river flow below under the river normal water level state, specifically speaking, this application is for realizing keeping back to the whole section of river, but in rich water period because pollutant concentration is diluted by the rainwater in the river, need not purify, need not to consume too much resource and purify the water of river again. Therefore, the maximum dimension of the water intake along the width direction of the river channel is larger than or equal to the river wetting width in the constant water level state, specifically, the size of the water intake is related to the perennial water level state of the constructed river reach, and the water intake is not specifically limited in the application and generally slightly larger than the constant water level river bank. Meanwhile, water in the intercepted river needs to be transported to a sewage treatment unit, so that the water taking system cabin 2 is provided with a water outlet communicated with the outside. Specifically, how to convey polluted river water to a water body treatment unit is a problem which is solved by the present application and is not described in detail in the present application. In the present embodiment, the water treatment unit is a unit for performing ex-situ enhanced treatment on a water body, and is not limited to a treatment manner of a sewage plant, which is the prior art and is not described herein.

It has been explained above that the present embodiment does not need to cut off the river for taking water in rainy season, especially in rich water period, so in the present embodiment, the dam body is connected to the first hydraulic system chamber 1 and the second hydraulic system chamber 3 respectively, the upper end face of the dam body is lower than or equal to the height of the lowest point of the bottom of the river bed of the river, the dam body is driven by the first hydraulic system chamber 1 and the second hydraulic system chamber 3, the rainy season or the river channel is in rich water period, the water taking opening is covered when water is not taken, the dam body is driven by the first hydraulic system chamber 1 and the second hydraulic system chamber 3, the water taking opening is opened in dry season or dry water period, and the lowest point of the dam body is located above the normal water level of the river when the water taking opening is opened. It should be noted that, when water is taken or taken, a local environmental department determines whether water purification is needed, so detailed description is omitted in this embodiment.

The water taking process comprises the following steps: when water is taken from the river channel, the dam body is lifted to be above the normal water level of the river water, the water body of the river enters the water taking system cabin 2 through the water taking opening, the water body is collected by the water taking system cabin 2 and then is conveyed to the sewage treatment unit through the water outlet, and in the water taking process, the water taking opening is adopted to directly cut off the river flow and is drained to the sewage treatment unit through the water taking system cabin 2, so that the polluted river water is completely intercepted, the ectopic reinforced treatment is conveniently carried out on the polluted river water in the river, the polluted river water is drained back to the river after the treatment meets the discharge requirement, and the aim of improving the water quality of the river is fulfilled; by adopting the mode, dam building and embankment blocking are not needed, so that a large amount of polluted river water is prevented from infiltrating into an underground aquifer due to blocking, and the pollution of underground water is avoided; the flood discharge section reduction caused by the construction of water intake structures can be reduced, and the flood discharge section of the river cannot be influenced by the method; meanwhile, adverse conditions such as upstream water blockage of a river channel, slow river flow speed, sediment sedimentation, river channel sedimentation, ice in winter and the like caused by construction of water intake structures can be avoided, and the influence of the water intake structures on the original river state is reduced; and when the dam body rises, the dam body can also be used as a bridge, so that pedestrians and light maintenance vehicles can cross the river channel from the dam body, and inspection is facilitated.

The flood discharge process is as follows: when the river discharges flood, the dam body covers the water intake, the water intake system cabin 2 is closed, and water flows pass through the dam body and then is discharged to the downstream of the river channel.

It should be noted that, in the present embodiment, in order to reduce the design difficulty of the first hydraulic system compartment 1 and the second hydraulic system compartment 3, in the present embodiment, the first hydraulic system compartment 1 and the second hydraulic system compartment 3 have the same structure, and hydraulic devices are disposed in both the first hydraulic system compartment 1 and the second hydraulic system compartment 3, see fig. 2 and fig. 4, where the hydraulic devices specifically include a hydraulic cylinder 9, a hydraulic pump 10, a hydraulic oil pipe 11, a support base 16, and a hydraulic rod 12. Specifically, in the present embodiment, there are two sets of hydraulic devices, and each set of hydraulic device includes one internal hydraulic cylinder 9, one hydraulic pump 10, one set of hydraulic oil pipes 11, two support bases 16, and a pair of hydraulic rods 12. It should be noted that, in a specific use environment, the selection of the number of sets of the hydraulic equipment and the selection of the number of hydraulic rods 12 in the hydraulic equipment may be determined by those skilled in the art according to actual requirements, and no specific limitation is made in this application. It should be noted that the principle of how to operate and move the hydraulic device is well known in the art and will not be described in detail in this application. But to facilitate understanding by those skilled in the art, a specific hydraulic implementation will be presented herein.

Referring to fig. 3 and 4, in the present embodiment, the arrangement of the first hydraulic system compartment 1 and the second hydraulic system compartment 3 is the same, specifically, the first hydraulic system compartment 1 and the second hydraulic system compartment 3 are symmetrically arranged in the present embodiment, so only the arrangement of the first hydraulic system compartment 1 is described in the following in the present embodiment, but those skilled in the art can understand that the second hydraulic system compartment 3 is also the same, and those skilled in the art can appropriately adjust the position of the equipment in the second hydraulic system compartment 3 according to the specific construction environment without changing the action of the hydraulic equipment. Referring to fig. 2 and 4, which illustrate a structural schematic diagram of the first hydraulic system compartment 1, specifically to implement up-and-down movement of a dam, in this embodiment, a base 13 of each hydraulic rod 12 is fixed at the bottom of the first hydraulic system compartment 1 by bolts, at least one flexible waterproof sleeve 15 is arranged on a top plate of the first hydraulic system compartment 1, that is, four flexible waterproof sleeves 15 are arranged on the top plate of the first hydraulic system compartment 1, the flexible waterproof sleeves 15 are arranged on the top plate of the first hydraulic system compartment 1 by embedding, the hydraulic rods 12 pass through the embedded flexible waterproof sleeves 15 to be connected with a support base 13, and the support base 13 is fixed on the dam by bolts. When water is taken, the hydraulic equipment works to control the hydraulic rod 12 to extend, and further control the dam body to rise; when flood discharge occurs, the hydraulic system equipment works to control the hydraulic rod 12 to fall back, and then the dam body is controlled to fall. In the embodiment, the hydraulic equipment mainly has the functions of providing power for the dam body, so that the dam body is lifted to be above the normal water level of river water when water is taken, and the dam body is fixed; meanwhile, the requirement that pedestrians and light maintenance vehicles cross the river channel from the dam body is met; and bears the whole load during the dam body water taking period; the dam body can smoothly fall back to cover the water intake during flood discharge, and the dam body is fixed; and load pressure during flood discharge of a part of dam body can be shared, so that the effect of fixing the dam body is achieved.

In addition, in the embodiment, when the specific application environment of the embodiment is a near river environment and is arranged below a river bed, the accumulated water needs to be collected and discharged in time in consideration of the problems of structural water leakage, equipment maintenance water leakage and the like, in the embodiment, the bottom parts of the first hydraulic system cabin 1 and the second hydraulic system cabin 3 are further provided with the water collecting and draining ditch 28, and the water collecting and draining ditch 28 can collect and discharge the accumulated water to the outside of the first hydraulic system cabin 1 or the second hydraulic system cabin 3 in time when the problems of the accumulated water such as structural water leakage, equipment maintenance water leakage and the like occur in the first hydraulic system cabin or the second hydraulic system cabin 3. Simultaneously for promoting the drainage effect, in this embodiment, all be provided with the slope at the bottom of first hydraulic system cabin 1 and the 3 second hydraulic system cabins, specifically speaking, can set up the slope and be 0.3% -2%, feel in this embodiment for promoting the walking of maintainer in first hydraulic system cabin 1 and the 3 second hydraulic system cabins, be convenient for collect the percolating water simultaneously, set up the ground slope and be 0.9%, the minimum is close to the river bank, shifts liquid such as ponding to catch basin escape canal 28 through the slope. In order to reduce the probability of accumulation of debris such as sediment in the water collection and drainage ditch 28, in this embodiment, the cross-sectional area of the water collection and drainage ditch 28 is less than or equal to 40000 square millimeters, and the slope is set to be 0.3% -2%, preferably 0.9%, and preferably 200mm wide x 200mm high in cross-sectional dimension, and slopes toward the river bank. Through the above setting of the conditions, the occurrence of the situation of depositing impurities such as silt in the water collecting tank drainage ditch 28 is reduced.

And in order to further be convenient for the maintainer to carry out routine maintenance to hydraulic equipment, all be equipped with maintenance cabin 7 at the both ends of first hydraulic system cabin 1, see fig. 1, totally have four maintenance cabins 7 in this embodiment promptly, and two maintenance cabins 7 are located first hydraulic system cabin 1 both ends respectively, and two maintenance cabins 7 are located second hydraulic system cabin 3 both ends respectively to four maintenance cabins 7 all lead to outside the river levee scope and communicate with the external world. By adopting the arrangement, the influence on the flood discharge section of the river channel due to the construction of the embodiment can be reduced, and the flood discharge capacity of the river channel is not influenced; the probability of adverse conditions such as upstream water blockage of a river channel, slow river flow speed, sediment sedimentation, river channel sedimentation, ice in winter and the like caused by the construction of a water intake structure is reduced; meanwhile, the requirements of personnel and equipment in and out and emergency evacuation of the first hydraulic system cabin 1 and the second hydraulic system cabin 3 are met, the ventilation capacity is enhanced, and the working environment of the hydraulic system cabins is improved. Meanwhile, the ground of each maintenance cabin 7 is provided with an extension ditch 34, the extension ditch 34 is connected with the water collecting groove drainage ditch 28 in the first hydraulic system cabin 1 or the second hydraulic system cabin 3 in the same direction, the gradient is kept consistent, a rectangular cross section is adopted, and the size of the cross section is 200mm multiplied by 200 mm. The hydraulic system cabin mainly functions to timely collect and arrange water leaking from the structure in the first hydraulic system cabin 1 or the second hydraulic system cabin 3 and water leaking from equipment maintenance outside the cabin. It will be appreciated that, referring to FIG. 4, the extended gutters 34 are also four in number and each follow one of the water collection gutters 28 to drain the accumulated water in the water collection gutters 28. The accumulated water discharge extra-cabin mode can be completed through the prior common knowledge such as a lift pump, and the redundant description is omitted in the application.

Referring to fig. 4, there is shown a monitoring system 21, a ventilation system 22, a lighting system 23, a fire protection system 24, an air detection system 25 disposed within the service compartment 7. The reason for this is that the monitoring system 21 can monitor the operation condition of the equipment in the first hydraulic system cabin 1, the lighting system 23 can realize lighting in the first hydraulic system cabin 1 for the convenience of maintenance personnel to maintain the equipment, and the fire fighting system 24 can extinguish fire when a fire breaks out in the first hydraulic system cabin 1, so as to improve the safety level of the present application; meanwhile, the first hydraulic system cabin 1 is built underground and is close to a river, bacteria are easy to breed in the first hydraulic system cabin 1, oxygen in the first hydraulic system cabin 1 is consumed, toxic gas or carbon dioxide and other gases which endanger the health of maintainers are discharged, and therefore the air detection system 25 is further arranged in the embodiment, the air state in the first hydraulic system cabin 1 is monitored, the gas poisoning probability of the maintainers is reduced, and the maintainers are guaranteed to enter and exit the first hydraulic system cabin 1 for fire fighting safety guarantee. The monitoring system 21, the ventilation system 22, the lighting system 23, the fire fighting system 24, and the air detection system 25 are existing and directly available complete equipment, and the working principle and connection relationship thereof are not described in detail in this embodiment, and it can be understood that the second hydraulic system compartment 3 also has the same configuration, and are not described in detail herein.

Further, in the present embodiment, the dam body includes at least one floating dam 17, each floating dam 17 includes a steel dam plate 18 and a rubber layer 19, and the rubber layer 19 covers the outer surface of the steel dam plate 18. Specifically, please refer to fig. 1 and fig. 2, that is, in this embodiment, a total of two floating dams 17 constitute a dam, it can be understood that, in a specific use environment, a person skilled in the art may adopt more floating dams 17 to cover the water intake port according to the manufacturing difficulty of a single floating dam 17 and the width of the riverbed at the building position of this embodiment, and certainly, only one floating dam 17 may be adopted if the river channel for taking water is narrow, which is not specifically limited in this application. The rubber layer 19 coated on the outer surface of the steel dam plate 18 can reduce rigid collision and friction between solid matters and the floating dam 17, and enhance durability, increment and water stopping performance of the floating dam 17. The overall dimension of the floating body dam 17 in the embodiment can be adjusted according to actual engineering requirements such as water intake and the like, and no specific limitation is made in the application.

In order to reduce the dead weight of the floating dam 17, the steel dam plate 18 is a hollow structure in this embodiment. In order to realize the organic combination of low weight and high strength of the steel dam plate 18, in the embodiment, the steel dam plate 18 made of a dam frame and a plate body is adopted, wherein the dam frame (not shown) and the plate body (not shown) are both made of steel materials, the plate body is welded outside the dam frame to form the floating body dam 17, and the rubber layer 19 is coated outside the plate body. And the floating body dam 17 arranged in the hollow way can reduce the dead load of the floating body dam 17. In order to further utilize the hollow characteristic of the floating body dam 17, in this embodiment, referring to fig. 3, a first closed gate plate device 31 and a second closed gate plate device 32 for opening and closing a water outlet are respectively disposed at a water outlet and a slag outlet of the water taking system cabin 2, wherein the working principle and the installation manner of the first closed gate plate device 31 and the second closed gate plate device 32 are well known in the art, and are not described in detail in this application. During water taking, the first closed gate plate device 31 opens the water outlet, the second closed gate plate device 32 opens the slag outlet, and during flood discharging, the first closed gate plate device 31 closes the water outlet, and the second closed gate plate device 32 closes the slag outlet. The hydraulic equipment is used for sealing the water delivery system cabin in a flood discharge period, so that the water delivery system cabin is in a full water state, the hollow floating dam 17 in liquid can generate buoyancy to form buoyancy support for the floating dam 17, the size of the self load limit of the hydraulic equipment is increased, load of a part of floating dam 17 in a flood discharge period is shared, the requirement on structural strength of the floating dam 17 is lowered, and the requirement on load burden of the hydraulic equipment is lowered.

In the embodiment, considering that the river inevitably has sundries such as weeds, branches and garbage, in order to realize the pretreatment of the water body, a rotary grid assembly for intercepting the sundries in the water body is arranged in the water taking system cabin 2, the rotary grid assembly is transversely arranged in the water taking system cabin 2 and divides the water taking system cabin 2 into an upper part and a lower part, and the water taking port is positioned above the rotary grid assembly. Through the arrangement, sundries in the water body can be intercepted on the rotary grating component, the sundries in the water body flowing through the rotary grating component can be reduced, the separation treatment of water and slag in advance is realized, and the subsequent water treatment unit can conveniently treat the water body.

Referring to fig. 2 and 3, the rotary grating component comprises a grating net 26, a transmission guide rail 29 and a rotary power component 30, the rotary grating component and the water transmission channel 27 are the same in width, the thickness of the grating net 26 is 50 mm-150 mm, the transverse grating gap of the grating net 26 is 20 mm-100 mm, and the longitudinal grating gap of the grating net 26 is 20 mm-200 mm; the rotary grating component is mainly used for separating the river water from impurities such as weeds, branches and garbage in the river water to form grating slag; the specific specification and size of the grid net 26 can be adjusted according to the quantity, size and other conditions of the weeds, branches, garbage and other impurities in the river water, and no specific limitation is made in the application.

Further, in order to solve the problem of handling the intercepted impurities, the grille net 26 can be rotated, the grille net 26 is fixedly connected with the transmission guide rail 29, the transmission guide rail 29 is rotatably connected with the rotary power assembly 30, and the transmission guide rail 29 is fixedly connected to the side wall of the water taking system cabin 2, wherein the manner of fixedly connecting the transmission guide rail 29 to the side wall of the water taking system cabin 2 and the detailed connection structure of the rotary grille assembly are common knowledge in the art, and are not described in detail in the present application. Referring to fig. 3, when there are excessive sundries such as weeds, branches, garbage, etc. in the river water, the grille net 26 moves along the transmission rail 29 by the driving action of the rotary power assembly 30 and transports the sundries to one side of the water intake system compartment 2. In order to facilitate the treatment of the grid slag in the water taking system cabin 2, referring to fig. 3, a partition wall 33 is arranged in the water taking system cabin 2, the partition wall 33 divides the bottom of the water taking system cabin 2 into a grid slag area and a water collecting area, one end part of the rotary grid assembly is positioned above the grid slag area, the water taking port is positioned above the water collecting area, impurities on the grid net 26 can be conveyed to the grid slag area under the driving of the rotary power assembly 30 through the above arrangement, and due to the arrangement of the partition wall 33, the partition wall 33 can isolate the intercepted water body, so that the grid slag can be cleaned in time when the water taking system cabin is used by cleaning and maintaining personnel, and the water taking system cabin can operate for a long time. Meanwhile, as the grid slag is inevitably to contain liquid, in order to reduce the water accumulation in the grid slag area, in the embodiment, the grid slag area of the water taking system cabin 2 is provided with a slope of 0.3% -2% and a water collecting groove drainage ditch 28, wherein the water collecting groove drainage ditch 28 at the bottom of the grid slag area of the water taking system cabin 2 is the same as the water collecting groove drainage ditch 28 in the first hydraulic system cabin 1 in structure arrangement, and the difference lies in that the positions are different, namely one is positioned in the first hydraulic system cabin 1 and the other is positioned in the water taking system cabin 2. Wherein the bottom of the grid slag area of the water taking system cabin 2 is inclined towards the water collecting groove drainage ditch 28, the section size of the water collecting groove drainage ditch 28 of the water taking system cabin 2 is 200mm multiplied by 200mm, and the gradient is set to be 0.9%.

Further, in order to facilitate the cleaning of grid slag, this embodiment further includes a slag discharging cabin 6, the slag discharging cabin 6 is located between the first hydraulic system cabin 1 and the second hydraulic system cabin 3, and a slag discharging hole is formed in the water taking system cabin 2, a water collecting tank drainage ditch 28 at the bottom of the grid slag area of the water taking system cabin 2 flows out of the cabin through the slag discharging hole, and the arrangement of the slag discharging cabin 6 enables sundries in the water taking system cabin 2 to be discharged in time, so that the fishy smell of the grid slag is reduced. Of course, for the safety of the water-enriching period, the second sealing shutter device 32 for opening and closing the slag outlet is arranged in the water taking system cabin 2, and it can be understood that the first sealing shutter device 31 and the second sealing shutter device 32 in this embodiment have the same structure but different positions, and the difference between the two devices is that the closed openings are different. In the present embodiment, the second closing shutter apparatus 32 is in the closed state without the need to clean up foreign matter. The floating body dam 17 is mainly used for filling the water taking system cabin 2 with liquid in a water-rich period and providing necessary buoyancy for the floating body dam 17. In order to ensure the security of the overhaul personnel and the operation and maintenance personnel entering and exiting the cabin and the fire safety of the cabin, the monitoring system 21, the ventilation system 22, the lighting system 23, the fire-fighting system 24 and the air detection system 25 are arranged in the slag-out cabin 6 in the embodiment, the purpose of the system is to monitor the operation condition of the equipment in the slag-out cabin 6, ensure the security of the overhaul personnel and the operation and maintenance personnel entering and exiting the cabin and the fire safety of the cabin, and simultaneously improve the level of the working environment of the slag-out cabin 6. It should be noted that in this embodiment, the hatch for access to the slag chamber 6 is open to the outside of the range of the river.

In order to further improve the water collecting effect in the water collecting area of the water taking system compartment 2, referring to fig. 2, in the present embodiment, a water delivery channel 27 and a water collection groove drainage channel 28 are arranged in the water collecting area of the water taking system, the water delivery channel 27 is arranged along the length direction of the water taking system compartment 2, and the water delivery channel 27 and the water collection groove drainage channel 28 in the water collecting area of the water taking system compartment 2 are communicated with the outside through water outlets, wherein it can be understood that the water collection groove drainage channel 28 in the water taking system compartment 2 and the water collection groove drainage channel 28 in the first hydraulic system compartment 1 are arranged in the same structural form, and are different only in the position. The water delivery channel 27 is a semicircular arc section, the diameter of the arc is consistent with the width of the water taking system cabin 2, the slope is set to be 0.3% -2%, specifically, the slope is set to be 0.9%, the water outlet is arranged in the slope direction, and the lowest point is close to the river bank. The water collecting groove drainage ditch 28 in the water collecting area of the water taking system is arranged at the arc lowest point of the water conveying channel 27 and is a rectangular cross section, the size of the cross section is 200mm multiplied by 200mm, the design gradient is 0.3% -2%, the design gradient is specifically 0.9%, the slope is towards a water outlet, the lowest point is close to a river bank, the water collecting groove drainage ditch 28 is arranged along the length direction of the water taking system cabin 2, the water collecting groove drainage ditch 28 is communicated with the outside through the water outlet, and the possibility of silt siltation can be reduced in the water conveying channel 27 and the water collecting groove drainage ditch 28 through the arrangement.

Referring to fig. 3, and in order to facilitate the convenience of use of the present embodiment, the present embodiment further includes a water outlet compartment 5, and a water collecting gutter 28 and a water delivery channel 27, which are arranged in the same manner as in the water taking system compartment 2, may be arranged in the water outlet compartment 5, and specifically, the water collecting gutter 28 and the water delivery channel 27, which are arranged in the water outlet compartment 5, are connected with the water collecting gutter 28 and the water delivery channel 27 of the water taking system compartment 2, respectively, and have the same slope. Reach the purpose that the extension was drawn water system cabin 2, wherein go out the cabin 5 and lead to outside the river bank scope and with external intercommunication, adopt foretell setting, can reduce because the construction of this embodiment influences the river course section of carrying flood, ensure that the river course ability of carrying flood is not influenced. Meanwhile, the water body in the water taking system cabin 2 can be transferred to a water treatment unit or a lift pump room in time.

Further, in order to maintain the operation state in the water outlet chamber 5, a monitoring system 21, a ventilation system 22, a lighting system 23, a fire protection system 24, and an air detection system 25 are also disposed in the water outlet chamber 5, and are all the same finished product systems as the maintenance chamber 7, and are not described herein again.

Referring to fig. 2, in view of the fact that in this embodiment, the dam itself has a thickness, and is convenient to store, so that when the dam covers the water intake, the flow rate of the water in the river is not changed, in this embodiment, the top of the first hydraulic system cabin 1 and the top of the second hydraulic system cabin 3 are both provided with holding tanks for holding the dam, the planes of the two holding tanks are rectangular, the longitudinal section of the two holding tanks is "L" shaped, and meanwhile, in order to reduce the impurities such as silt, weeds, branches, and garbage in the river, the two holding tanks are stacked in the holding tanks when the water intake is opened, the bottoms of the two holding tanks are both provided with a slope of 5%, the lowest points of the two holding tanks are both close to the water intake of the water intake system cabin 2, in other words, the bottoms of the two holding tanks are both provided with a slope of 5%, and the slope of the two holding tanks is toward the water intake of the water intake system cabin 2. And in order to reduce the volume of the holding tanks occupied by large stones, garbage and the like to affect the falling of the floating body dam 17 and to avoid affecting the flood safety therefrom, gaps are provided between the floating body dam 17 and the rest and the top of the first hydraulic system tank 1, and in order to reduce the supporting force of the hydraulic equipment on the floating body dam 17 during the flood, supports are further provided in the two holding tanks for supporting the floating body dam 17 when the floating body dam 17 covers the intake.

Referring to fig. 2, a liquid level monitoring system 20 is shown positioned directly below the geometric center of each floating body dam 17. The function of the system is to monitor the liquid level change in the water delivery system cabin, when the liquid level in the water taking system cabin 2 exceeds the warning liquid level, the liquid level monitoring system 20 sends out an alarm signal, the hydraulic system equipment is started to work, the floating dam 17 falls back to the upper part of the water taking system cabin 2, the water taking is stopped, and the river water is drained to the downstream of the river from the upper part of the floating dam 17.

Example 2

This example is a specific implementation of example 1 in a shoal river;

referring to fig. 5 to 8, a shoal type river channel is shown in a certain county, through survey and measurement, the water depth of the normal water level of the river channel is about 0 cm-50 cm, the total width of the river bank is about 52.3 m-59.9 m, the elevation difference between the river bank and the river center is about 90 cm-110 cm, the width of the river bank under the normal water level is about 25.1-26.5 m, the upstream and downstream of the river are river floodlands, no dam is provided, the longitudinal slope of the river is about 0.0005, and the cross section gradient of the river channel is about 0.003-0.005 from the river bank to the center of the river bed. The water quality of the river channel is discharged by the waste water of upstream industrial enterprises and the domestic sewage of cities and towns, the pollution is serious, and the main pollutant indexes are about V-type standards of surface water environment quality standards (GB 3838-2002). A national water quality monitoring station is arranged at a certain position downstream of the riverway to assess the water quality of the riverway, and the water quality of the assessed section is required to meet the V-type water quality requirement of the surface water environmental quality standard (GB 3838-2002). In order to ensure that the water quality of the river channel stably reaches above V-type standard of surface water environmental quality standard (GB3838-2002), the water quality of the river channel needs to be subjected to upgrading treatment, and river channel water taking engineering facilities need to be built for the purpose.

Considering that the river channel is a shoal type flood plain river channel, no dam is arranged on two sides of the river channel, the river channel is relatively flat, the two banks of the river channel are mostly farmlands and villages, river-crossing communication among the villages is stone pier abutment, and no communication bridge is arranged, so that the river channel is not beneficial to building a river barrage and a river levee to store water and take water, the river bed type water taking structure without building the levee is adopted for the design,

as shown in fig. 5 to 8. After the facility is constructed, the requirements of engineering water taking and flood running can be met, the investment is less, the operation and maintenance management is convenient, the upstream and downstream river states of a river channel can not be changed, adverse conditions such as upstream water blockage of the river channel, slow down of river water flow speed, sediment precipitation, river channel sedimentation and ice formation in winter can not be caused, the risks of farmland and village submergence and traffic blockage caused by water storage are avoided, and underground water pollution caused by interception of polluted river water is effectively avoided.

The above is only a preferred embodiment of the present invention, and is not intended to limit the present invention, and various modifications and changes will occur to those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

The above description is only for the specific embodiments of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art can easily conceive of the changes or substitutions within the technical scope of the present invention, and the changes or substitutions should be covered within the scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.