Lake and reservoir modular conditioning pool

Abstract

The utility model relates to the technical field of water treatment, in particular to a lake and reservoir modular conditioning pond which comprises a pond body and further comprises a treatment module for lake and reservoir water, the treatment module at least comprises a first treatment chamber, a filter pipe and a second treatment chamber, the first treatment chamber is in through connection with one end of the filter pipe, and the second treatment chamber is in through connection with the other end of the filter pipe. The first treatment chamber is positioned above the second treatment chamber and is arranged in parallel with the second treatment chamber. According to conditioning, rapid coarse treatment of lake and reservoir water quality is achieved, through combination of the first treatment chamber, the filter pipe and the second treatment chamber, the modular treatment effect is achieved, and the device can be used in any lake and reservoir needing lake and reservoir water quality treatment at will; the problem that modular rough treatment of pollutants such as heavy metal in lake and reservoir water cannot be quickly and efficiently performed in the prior art is effectively distinguished.

Description

Technical Field

[0001] This application relates to the technical field of water treatment, and particularly to a modular conditioning tank for lakes and reservoirs. Background Art

[0002] On the one hand, reservoir siltation will greatly reduce its effective storage capacity, shorten its service life, and further cause a decline in benefits such as irrigation, flood control, water supply, and power generation. On the other hand, the bottom mud of reservoir siltation is the source of pollutants such as heavy metals and organic pollutants. When the external environmental conditions change, these pollutants will be released into the water body through the sediment-water interface to form secondary pollution. Therefore, carrying out reasonable conditioning work on the reservoir can give full play to its functional benefits, extend its life, and at the same time curb endogenous pollution.

[0003] In the prior art, there is a Chinese utility model patent with a publication date of April 27, 2021, a publication number of CN213060630U, and a name of a modular sediment treatment and conditioning tank for rivers, lakes, and reservoirs. It discloses a conditioning tank main body, which is composed of a first tank body module and a second tank body module. Both the first tank body module and the second tank body module include a U-shaped tank bottom and tank walls on both sides of the tank bottom. Connecting flanges are provided at the bottom edges of the tank walls and the top edges of the tank bottom, and they are detachably connected and fixed through the connecting flanges; connecting flanges are provided at the connection between the first tank body module and the second tank body module and are connected as a whole; a front sealing plate is provided on the front end face of the first tank body module, and a rear sealing plate is provided on the rear end face of the second tank body module; a stirring device is provided inside the conditioning tank main body; a pump platform is further connected to the rear end of the conditioning tank main body, and a slurry pump is installed on the pump platform.

[0004] The above technical solution uses steel structure modules to replace concrete construction projects, achieving the purpose of reducing the construction period and rapid turnover. It is applicable to various operation modes and the investment method is more flexible. However, it cannot achieve good results for the conditioning of reservoirs. Utility Model Content

[0005] The purpose of this application is to provide a modular conditioning tank for lakes and reservoirs, and by setting up treatment modules, to solve the technical problem that the prior art cannot perform modular rough treatment on the water quality of lakes and reservoirs.

[0006] According to one aspect of this application, a modular conditioning tank for lakes and reservoirs is provided, including a tank body. The tank body includes a water inlet pipe and a drain pipe. The tank body further includes a treatment module for lake water. The treatment module at least includes a first treatment chamber, a filter pipe, and a second treatment chamber. The first treatment chamber is connected in a through manner to one end of the filter pipe, the second treatment chamber is connected in a through manner to the other end of the filter pipe, and the first treatment chamber is located above the second treatment chamber and is arranged in parallel.

[0007] In some embodiments, the first treatment chamber includes a first drain pipe and at least one set of magnetic adsorbents. The first drain pipe discharges the introduced lake water into the first treatment chamber. The magnetic adsorbent includes a magnetic head and a driving rod, and the driving rod drives the magnetic head to reciprocate.

[0008] In some embodiments, the filter pipe includes a hierarchical filter filling material, and the hierarchical filter filling material includes at least three layers, and each layer is filled with asbestos, sand and activated carbon.

[0009] In some embodiments, the second treatment chamber includes a second drain pipe and a sedimentation adsorbent. The second drain pipe discharges the introduced lake water into the second treatment chamber. The sedimentation adsorbent is fixedly connected to the inner peripheral wall of the second treatment chamber, and the sedimentation adsorbent adsorbs the floating substances in the lake water of the second treatment chamber.

[0010] In some embodiments, the second treatment chamber is connected to the drain pipe in a through manner.

[0011] In some embodiments, the first treatment chamber is connected to the water inlet pipe in a through manner.

[0012] Compared with the prior art, the present application has the following advantages and beneficial effects: The conditioning of the present application realizes the rapid rough treatment of the lake water quality. Through the combination of the first treatment chamber, the filter pipe and the second treatment chamber, the modular treatment effect can be arbitrarily used in any lake that needs to treat the lake water quality, effectively distinguishing that the prior art cannot quickly and efficiently carry out modular rough treatment of heavy metals and other pollutants in the lake water. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] In order to more clearly illustrate the technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings required to be used in the description of the embodiments or the prior art. Obviously, the following drawings are only some embodiments of the present application. For those of ordinary skill in the art, other drawings can be obtained based on these drawings without creative efforts.

[0014] Figure 1 is a schematic diagram of the conditioning tank of the present application;

[0015] Figure 2 is a schematic diagram of the internal structure of the conditioning tank of the present application.

[0016] Legend Explanation:

[0017] 1 - tank body; 11 - water inlet pipe; 12 - water inlet pipe; 13 - drain pipe; 14 - drain pipe; 2 - first treatment chamber; 3 - first drain pipe; 4 - magnetic adsorbent; 5 - filter pipe; 51 - hierarchical filter filling material; 6 - second drain pipe; 7 - second treatment chamber; 8 - treatment module; AttachedFigure 2 For some of the technical features, the guiding lines are in dashed lines to avoid interference with the technical features. Specific Embodiment

[0018] Next, the technical solutions in the embodiments of the present application will be clearly and completely described in conjunction with the accompanying drawings in the embodiments of the present application. Obviously, the described embodiments are only a part of the embodiments of the present application, rather than all the embodiments.

[0019] This embodiment provides a modular conditioning tank for lakes and reservoirs. The following will be described in conjunction with the attached Figure 1-2 together.

[0020] Embodiment 1

[0021] This embodiment provides a modular conditioning tank for lakes and reservoirs, including a tank body 1. The tank body 1 includes water inlet pipes 11, 12 and drain pipes 13, 14. The tank body 1 further includes a treatment module 8 for lake water. The treatment module 8 at least includes a first treatment chamber 2, a filter pipe 5 and a second treatment chamber 7. The first treatment chamber 2 is connected to one end of the filter pipe 5 in a through manner, and the second treatment chamber 7 is connected to the other end of the filter pipe 5 in a through manner. The first treatment chamber 2 is located above the second treatment chamber 7 and is arranged in parallel. The second treatment chamber 7 is connected to the drain pipes 13, 14 in a through manner. Thus, the liquid after three-stage purification is discharged from the entire device. The first treatment chamber 2 is connected to the water inlet pipes 11, 12 in a through manner.

[0022] It should be noted that in this embodiment, the tank body 1, the treatment module 8, the water inlet pipes 11, 12 and the drain pipes 13, 14 are provided. The tank body 1 is used to limit the entire treatment module 8, the water inlet pipes 11, 12 and the drain pipes 13, 14. The treatment module 8 is used to quickly and roughly treat the liquid to be treated. Specifically, the water inlet pipes 11, 12 are used to introduce the liquid to be treated into the treatment module 8. After the treatment module 8 finishes treating the liquid, it is discharged from the drain pipes 13, 14 out of the entire tank body 1 for secondary use. The modular conditioning tank for lakes and reservoirs provided in this embodiment can effectively achieve the rough treatment of the liquid, realize the rapid purification of the liquid and the rational utilization of resources.

[0023] The detailed treatment process is as follows: The treatment module 8 at least includes a first treatment chamber 2, a filter pipe 5 and a second treatment chamber 7. The liquid enters the first treatment chamber 2 from the water inlet pipes 11, 12 for primary purification. The liquid after primary purification enters the filter pipe 5 for secondary purification. The liquid after secondary purification enters the second treatment chamber 7 for tertiary purification. The liquid after tertiary purification is discharged from the drain pipes 13, 14 for utilization.

[0024] Another working process of this embodiment is as follows: After the first batch of liquid to be treated enters the filter tube 5 from the first treatment chamber 2, the second batch of liquid to be treated can enter the first treatment chamber 2. When the first batch of liquid to be treated enters the second treatment chamber 7 and the second batch of liquid to be treated enters the filter tube 5, the third batch of liquid to be treated can enter the first treatment chamber 2. Then, according to the volume of the liquid to be treated in the lake or reservoir, the total liquid can be divided into several small volumes of liquid to be treated and processed sequentially. The processing module 8 can process three batches of liquid to be treated simultaneously, enabling the liquid in the entire lake or reservoir to achieve a multi-batch and effective multi-stage rapid rough treatment purification process.

[0025] The modular conditioning tank provided in this embodiment realizes that the modular processing effect can be arbitrarily used in any lake or reservoir that needs to treat the water quality of the lake or reservoir, effectively differentiating from the prior art that cannot quickly and efficiently perform modular rough treatment of lake or reservoir water pollutants, and solving the technical problem that modular rough treatment of lake or reservoir water quality cannot be carried out in the prior art.

[0026] Embodiment 2

[0027] The technical features in this embodiment are basically the same as those recorded in Embodiment 1. The same technical features and technical solutions will not be elaborated here. Only the differences between Embodiment 2 and Embodiment 1 will be described. The first treatment chamber 2 includes a first leakage pipe 3 and at least one set of magnetic adsorbing components 4. The first leakage pipe 3 discharges the introduced lake water into the first treatment chamber 2. The magnetic adsorbing component 4 includes a magnetic head and a driving rod, and the driving rod drives the magnetic head to reciprocate.

[0028] It should be noted that in this embodiment, the first leakage pipe 3 and at least one set of magnetic adsorbing components 4 are provided. By connecting the water inlet pipes 11 and 12 through the provided first leakage pipe 3, the liquid to be treated entering the water inlet pipes 11 and 12 leaks out from the pipe wall of the first leakage pipe 3 into the first treatment chamber 2. The magnetic adsorbing component 4 includes a magnetic head and a driving rod. The liquid to be treated is stored in the first treatment chamber 2 for a short time. During this storage process, the driving rod drives the magnetic head to reciprocate in the first treatment chamber 2, and the magnetic head adsorbs substances containing metal materials such as iron, cobalt, and nickel in the liquid to be treated during the movement process, realizing the filtration treatment of these substances.

[0029] In some embodiments, the driving rod is sealed with the pool body 1.

[0030] In some embodiments, electric control valves for controlling the passage of liquid are provided at both ends of the filter tube 5.

[0031] In some embodiments, the filter tube 5 includes a hierarchical filter filling 51. The hierarchical filter filling 51 includes at least three layers, and each layer is filled with asbestos, sand, and activated carbon. By providing multiple hierarchical filter fillings 51, and asbestos, sand, and activated carbon are provided in each hierarchical filter filling 51. The sand is mainly used to filter particulate matter, suspended matter, organic matter, iron and manganese plasma substances, etc. in the liquid to be treated. The asbestos adsorbs and filters tiny particles in the liquid to be treated. The activated carbon is used to decolorize, deodorize, dechlorinate the liquid to be treated, and remove pollutants such as bacteria and viruses. Open the electric control valve at one end of the filter tube 5 close to the top first treatment chamber 2 to allow the treated and purified liquid to enter the filter tube 5 for secondary purification.

[0032] In some embodiments, the multi-layer hierarchical filter fillings 51 are arranged in the filter tube 5 at uniform intervals.

[0033] In some embodiments, the multi-layer hierarchical filter fillings 51 are movably connected in the filter tube 5 by means of snap connection or mortise and tenon, which is convenient for replacement, inspection, and maintenance.

[0034] In some embodiments, the second treatment chamber 7 includes a second drain pipe 6 and a sedimentation adsorbent. The second drain pipe 6 discharges the introduced lake water into the second treatment chamber 7. The sedimentation adsorbent is fixedly connected to the inner peripheral wall of the second treatment chamber 7, and the sedimentation adsorbent adsorbs floating substances in the lake water in the second treatment chamber 7.

[0035] It should be noted that the second drain pipe 6 and the sedimentation adsorbent are provided in the second treatment chamber 7. The second drain pipe 6 is connected to the water inlet pipes 11, 12 and the filter tube 5, so that the liquid after secondary purification in the filter tube 5 leaks out from the wall of the second drain pipe 6 into the second treatment chamber 7. After the liquid contacts the sedimentation adsorbent provided on the inner wall of the second treatment chamber 7, the floating substances remaining in the liquid are adsorbed, realizing tertiary purification and ensuring the purification effect.

[0036] In some embodiments, the sedimentation adsorbent is detachably connected to the inner wall of the second treatment chamber 7, which is convenient for replacement.

[0037] In some embodiments, an electric control valve for controlling the passage of liquid is provided at the position where the second treatment chamber 7 is connected to the drain pipes 13, 14.

[0038] In some embodiments, an electric control valve for controlling the passage of liquid is provided at the position where the water inlet pipes 11, 12 are connected to the first drain pipe 3.

[0039] The foregoing shows and describes the basic principles, main features, and advantages of the present application. For those skilled in the art, it is obvious that the present application is not limited to the details of the above exemplary embodiments, and without departing from the spirit or basic features of the present application, the present application can be implemented in other specific forms.

[0040] Therefore, from any perspective, the embodiments should be regarded as exemplary and non-restrictive. The scope of this application is defined by the appended claims rather than the above description. Thus, all changes falling within the meaning and scope of the equivalent elements of the claims are intended to be encompassed within this application. Any reference signs in the claims should not be construed as limiting the claims concerned.

[0041] In addition, it should be understood that although this specification is described in terms of embodiments, not every embodiment contains only one independent technical solution. This narrative style of the specification is merely for clarity. Those skilled in the art should regard the specification as a whole, and the technical solutions in each embodiment can also be appropriately combined to form other embodiments that can be understood by those skilled in the art.

Claims

1. A modular lake conditioning pool, comprising a pool body (1), the pool body (1) comprising a water diversion pipe (11, 12) and a drainage pipe (13, 14), characterized in that: The pool body (1) also includes a treatment module (8) for lake water, and the treatment module (8) includes at least a first treatment chamber (2), a filter tube (5), and a second treatment chamber (7). The first treatment chamber (2) is connected to one end of the filter tube (5), and the second treatment chamber (7) is connected to the other end of the filter tube (5). The first treatment chamber (2) is located above the second treatment chamber (7) and is arranged in parallel.

2. The conditioning pool according to claim 1, characterized in that The first treatment chamber (2) comprises a first leakage pipe (3) and at least one group of magnetic adsorption components (4), wherein the first leakage pipe (3) discharges the introduced lake water into the first treatment chamber (2), and the magnetic adsorption component (4) comprises a magnetic head and a driving rod, wherein the driving rod drives the magnetic head to reciprocate.

3. The conditioning pool according to claim 1, characterized in that The filter tube (5) comprises a layered filter filler (51), the layered filter filler (51) comprises at least three layers, and each layer is filled with asbestos, sand and gravel, and activated carbon.

4. The conditioning pool according to claim 1, characterized in that The second treatment chamber (7) comprises a second leakage pipe (6) and a sedimentation adsorption component. The second leakage pipe (6) discharges the introduced lake water into the second treatment chamber (7). The sedimentation adsorption component is fixedly connected to the inner peripheral wall of the second treatment chamber (7). The sedimentation adsorption component adsorbs floating objects in the lake water in the second treatment chamber (7).

5. The conditioning pool according to claim 4, characterized in that The second treatment chamber (7) is connected to the drainage pipe (13, 14).

6. The conditioning pool according to claim 2, characterized in that The first treatment chamber (2) is connected to the water diversion pipe (11, 12).

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