Water taking structure of reservoir non-pressure emptying hole
By setting up a water intake pipeline in the reservoir's pressure-free discharge hole, the problem of high cost of traditional reservoir water intake equipment is solved, and an investment-saving and safe water intake solution is achieved.
Patent Information
- Application Number
- CN202422811120.1
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-11-19
- Publication Date
- 2025-10-24
- Estimated Expiration
- 2034-11-19
AI Technical Summary
Traditional reservoir water intake equipment is expensive and requires additional facilities.
Utilizing the existing pressure-free drain hole in the reservoir, the water intake pipeline is designed to include a control section pipeline, an energy dissipation section pipeline and a main water supply pipeline, all of which are attached to the lower wall of the drain hole. The flow is controlled by a gate valve, and the exhaust and mud discharge systems are combined to reduce the impact on flood discharge.
There is no need to build new water intake facilities, which reduces land occupation and project investment. It is simple to operate, safe and reliable, and does not affect the flood discharge function of the drainage hole.
Smart Images
Figure CN223468728U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to water conservancy engineering technical field, concretely relates to a water taking structure of reservoir non-pressure emptying hole. BACKGROUND
[0002] In order to meet the new water taking requirement of reservoir, for some traditional waterway, generally need to set up additional water taking equipment, and the cost is larger. CONTENT OF UTILITY MODEL
[0003] Based on the above description, the utility model provides a water taking structure of reservoir non-pressure emptying hole to solve the problem of larger cost of the water taking equipment of the traditional reservoir.
[0004] The utility model solves the technical problem that the technical scheme is as follows:
[0005] A water taking structure of reservoir non-pressure emptying hole, including the water taking pipe in the non-pressure emptying hole along the front and back extension, the water taking pipe extends along the front and back, and is divided into control section pipeline, energy dissipation section pipeline and main water supply pipeline connected in sequence, the water inlet of control section pipeline is located between the maintenance gate and the working gate, the energy dissipation section pipeline is located in the stilling basin on the rear side of the working gate, and the main water supply pipeline is located in the tunnel open channel section, and the water outlet is provided with a gate valve and connected with the downstream water supply pipeline.
[0006] Wherein, the energy dissipation section pipeline and the main water supply pipeline are all set on the side edge of the lower wall of the non-pressure emptying hole.
[0007] On the basis of the above technical scheme, the utility model can also be improved as follows:
[0008] Further, the control section pipeline is arranged in the inside of the lower side part of the water releasing structure forming the non-pressure emptying hole, and at least part is located on the lower side of the working gate, and the water inlet of the control section pipeline is located on the hole wall of the non-pressure emptying hole.
[0009] Further, the control section pipeline is located in the region of minimum concrete stress of the part of the water releasing structure on the lower side of the working gate.
[0010] Further, the main water supply pipeline is also connected with the exhaust pipe extending along the up and down direction, and the automatic exhaust valve is arranged on the exhaust pipe.
[0011] Further, the exhaust pipe is arranged on the inner wall of the stilling basin, and the exhaust port of the exhaust pipe is located at the highest position of the inner wall corresponding to the stilling basin of the non-pressure emptying hole.
[0012] The automatic exhaust valve is arranged on the exhaust port.
[0013] Further, the water inlet is provided with a trash screen.
[0014] Further, the water intake structure of the non-pressure emptying tunnel of the reservoir comprises mud discharge wells and gate valve wells which are spaced along the front-rear direction and are arranged at the downstream channel at the rear side of the tunnel open channel;
[0015] The main water supply pipeline is further provided with a mud discharge valve at the front side of the gate valve, and the mud discharge valve is arranged in the mud discharge well, and the gate valve is arranged in the gate valve well.
[0016] Further, the energy dissipation section pipeline and the main water supply pipeline are arranged with a protective layer around the outer periphery.
[0017] Compared with the prior art, the technical scheme has the following beneficial technical effects:
[0018] The water inlet of the water intake pipe is located between the working gate and the maintenance gate, and is used for water in the reservoir to enter the water intake pipe, and the water outlet of the water intake pipe is communicated with the downstream water supply pipeline, so as to complete the water intake of the reservoir. The gate valve is arranged at the water outlet to adjust the water discharge flow at the water outlet. The energy dissipation section pipeline and the main water supply pipeline are both arranged in the non-pressure emptying tunnel, and are arranged along the side edge of the lower wall surface of the non-pressure emptying tunnel, so as to reduce the impact of the non-pressure emptying tunnel on the energy dissipation section pipeline and the main water supply pipeline during flood discharge. In the case of water intake, the flood discharge of the non-pressure emptying tunnel is not affected. In this way, the existing non-pressure emptying tunnel of the reservoir is used, and separate new water intake facilities are not needed, so that the land occupation is reduced and the engineering investment is saved. The water discharge flow is controlled by the gate valve, and the operation is simple and safe. BRIEF DESCRIPTION OF DRAWINGS
[0019] Figure 1 A top view schematic diagram of a water intake structure of a non-pressure emptying tunnel of a reservoir is provided for the embodiments of the present utility model;
[0020] Figure 2 A sectional view schematic diagram of a water intake structure of a non-pressure emptying tunnel of a reservoir is provided for the embodiments of the present utility model;
[0021] Figure 3 For Figure 1 A sectional view schematic diagram along A-A;
[0022] Figure 4 For Figure 1 A sectional view schematic diagram along B-B;
[0023] Figure 5 For Figure 1 A sectional view schematic diagram along C-C.
[0024] In the drawings, the components represented by each reference numeral are listed as follows:
[0025] 1, water intake pipe; 11, control section pipe; 111, water inlet; 12, energy dissipation section pipe; 13, main water supply pipe; 131, water outlet; 2, gate valve; 3, exhaust pipe; 31, exhaust port; 4, automatic exhaust valve; 5, trash screen; 6, sludge discharge well; 7, gate valve well; 8, sludge discharge valve; 9, protective layer; a, water discharge structure; a1, non-pressure emptying hole; a2, stilling basin; a3, tunnel open channel section; a4, downstream channel; b1, maintenance gate; b2, working gate. DETAILED DESCRIPTION
[0026] For the purpose of promoting an understanding of the present application, the present application will now be described in greater detail with reference to the relevant drawings. The embodiments of the present application are illustrated in the drawings. However, the present application can be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete, and fully convey the scope of the application to those skilled in the art.
[0027] Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this application belongs. The terminology used in the description of the application herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the application.
[0028] It will be understood that the spatially relative terms "beneath", "below", "lower", "under", "above", "upper" and the like, can be used herein for ease of description to describe one element or feature's relationship to another element(s) or feature(s) as illustrated in the figures. It will be understood that the spatially relative terms are intended to encompass different orientations of the device in use or operation in addition to the orientations depicted in the figures. For example, if the device in the figures is turned over, elements described as "below" or "beneath" other elements or features would then be oriented "above" the other elements or features. Thus, the exemplary term "below" can encompass both an orientation of above and below. The device can be otherwise oriented (e.g., rotated 90 degrees or at other orientations) and the spatially relative descriptors used herein interpreted accordingly.
[0029] It is noted that when an element is referred to as being "connected" to another element, it can be directly connected to the other element, or connected to the other element through intervening elements. "Connected" in the following embodiments, if the connected circuit, module, unit, etc. have the transmission of electrical signal or data between each other, should be understood as "electrically connected", "communicatively connected" and the like.
[0030] As used herein, the singular forms "a", "an" and "the" include plural referents unless the context clearly dictates otherwise. It will be further understood that the terms "comprises", "comprising", "includes" and / or "including", or the like, when used in this specification, specify the presence of stated features, integers, steps, operations, components, parts, or combinations thereof, but do not preclude the presence or addition of one or more other features, integers, steps, operations, components, parts, or combinations thereof.
[0031] It should be noted that the water discharge structure a is formed with a non-pressure emptying tunnel a1 extending in the front-rear direction, and the upstream side of the front side of the non-pressure emptying tunnel a1. The non-pressure emptying tunnel a1 is used to reduce the water level of the reservoir and reduce the reservoir capacity. The non-pressure emptying tunnel a1 is provided with a maintenance valve b1 and a working gate b2 near the front side thereof. The water discharge structure a includes a stilling basin a2, a tunnel open channel section a3 and a downstream channel a4 located behind the maintenance valve b1 and the working gate b2.
[0032] Please refer to Figure 1 and Figure 2 The water intake structure of the reservoir non-pressure emptying tunnel provided by the utility model comprises a water intake pipe 1 arranged in the non-pressure emptying tunnel a1 extending in the front-rear direction. The water intake pipe 1 extends in the front-rear direction and is divided into a control section pipe 11, an energy dissipation section pipe 12 and a main water supply pipe 13 connected in sequence. The water inlet 111 of the control section pipe 11 is arranged between the maintenance gate b1 and the working gate b2. The energy dissipation section pipe 12 is arranged in the stilling basin a2 behind the working gate b2. The main water supply pipe 13 is arranged in the tunnel open channel section a4, and a gate valve 2 is arranged at the water outlet 131 of the main water supply pipe 13 and connected to the downstream water supply pipe. The energy dissipation section pipe 12 and the main water supply pipe 13 are arranged along the side edge of the lower wall of the non-pressure emptying tunnel a1.
[0033] The water inlet 111 of the water intake pipe 1 is arranged between the working gate b2 and the maintenance gate b1, and is used for water in the reservoir to enter the water intake pipe 1. The water outlet 131 of the water intake pipe 1 is communicated with the downstream water supply pipe, so as to complete the water intake of the reservoir. The gate valve 2 is arranged at the water outlet 131 to adjust the water discharge flow rate at the water outlet 131. The energy dissipation section pipe 12 and the main water supply pipe 13 are arranged in the non-pressure emptying tunnel a1 and along the side edge of the lower wall of the non-pressure emptying tunnel a1, so as to reduce the impact of the non-pressure emptying tunnel a1 on the energy dissipation section pipe 12 and the main water supply pipe 13 during flood discharge. In the case of water intake, the flood discharge of the non-pressure emptying tunnel a1 is not affected. In this way, the existing non-pressure emptying tunnel a1 of the reservoir is used, and separate water intake facilities do not need to be newly built, so as to reduce the land occupation and save the engineering investment. The gate valve 2 is used to control the water discharge flow rate, and the operation is simple and safe.
[0034] Specifically, refer to Figures 1 to 3The control section pipe 11 is arranged in the inside of the lower part of the spillway structure a forming the non-pressure air release hole a1, and at least partially in the lower side of the working gate b2, and the water inlet 111 of the control section pipe 11 is arranged on the hole wall of the non-pressure air release hole a1. In the embodiment, the control section pipe 11 is arranged upstream of the working gate b2, downstream of the maintenance gate b1, through the part of the spillway structure a corresponding to the lower side of the working gate b2, and in the case of normal water taking, the diameter of the control section pipe 11 is arranged as small as possible to reduce the influence on the civil structure of the spillway structure a corresponding to the working gate b2.
[0035] More specifically, in the embodiment, the arrangement of the control section pipe 11 needs to be analyzed according to the stress of the working gate b2, so that the control section pipe 11 is arranged in the area of the spillway structure a corresponding to the lower side of the working gate b2 with the minimum concrete stress to reduce the influence on the civil structure of the spillway structure a corresponding to the working gate b2. In addition, the existing steel bars of the working gate b2 are not damaged as much as possible during construction.
[0036] In the embodiment, referring to Figure 2 and Figure 5 , the main water supply pipe 13 is further connected with an exhaust pipe 3 extending in the up-down direction, and an automatic exhaust valve 4 is arranged on the exhaust pipe 3 to exhaust the gas in the water taking pipe 1.
[0037] Further, in the embodiment, referring to Figure 2 and Figure 5 , the exhaust pipe 3 is arranged in close contact with the inner wall of the stilling basin a2, and the exhaust port 31 of the exhaust pipe 3 is arranged at the highest position of the inner wall of the non-pressure air release hole a1 corresponding to the stilling basin a2; and the automatic exhaust valve 4 is arranged on the exhaust port 31. The exhaust pipe 3 is fixed by being in close contact with the inner wall of the non-pressure air release hole a1 corresponding to the stilling basin a2, and the exhaust port 31 is arranged at the highest position of the stilling basin a2 to ensure that the automatic exhaust valve 4 can continuously exhaust and avoid being submerged.
[0038] In the embodiment, a trash screen 5 is arranged on the water inlet 111 to intercept larger particles of silt.
[0039] In order to exhaust the silt in the water taking pipe 1, the water taking structure of the reservoir non-pressure air release hole comprises silt exhaust wells 6 and gate valve wells 7 arranged in the front-rear direction, and the silt exhaust wells 6 and the gate valve wells 7 are arranged at the downstream channel a4 of the rear side of the tunnel open channel end; the main water supply pipe 13 is further provided with a silt exhaust valve 8 arranged on the front side of the gate valve 2, and the silt exhaust valve 8 is arranged in the silt exhaust well 6, and the gate valve 2 is arranged in the gate valve well 7.
[0040] In the embodiment, when the sediment in the water taking pipe 1 accumulates too much, the sediment valve 8 is opened and the gate valve 2 is closed, the water flow drives the sediment in the water taking pipe 1 to flow out of the outlet of the sediment valve 8, so that the sediment in the water taking pipe 1 can be washed out and the water taking pipe 1 is cleaned. When water is needed, the sediment valve 8 is closed and the gate valve 2 is opened, and the water flow flows from the water taking pipe 1 to the downstream water supply pipe. The sediment well 6 and the gate valve well 7 protect the corresponding sediment valve 8 and gate valve 2, and facilitate maintenance.
[0041] It should be noted that when the sediment valve 8 is closed, the water taking pipe 1 is connected, and when the sediment valve 8 is opened, the water taking pipe 1 is blocked, and the water flow flows out of the outlet of the sediment valve 8.
[0042] In order to reduce the impact on the energy dissipation section pipe 12 and the main water supply pipe 13 during flood discharge, in the embodiment, referring to Figure 1 、 Figure 2 、 Figure 4 and Figure 5 , a protective layer 9 is arranged around the outer periphery of the energy dissipation section pipe 12 and the main water supply pipe 13. The protective layer 9 is a planted concrete layer, which wraps the entire outer periphery of the energy dissipation section pipe 12 and the main water supply pipe 13, reducing the risk of damage to the energy dissipation section pipe 12 and the main water supply pipe 13. In addition, under the condition of meeting the water supply capacity, the pipe diameter of the energy dissipation section pipe 12 and the main water supply pipe 13 is set as small as possible.
[0043] The above only describes the preferred embodiment of the present application, and is not used to limit the present application, any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present application shall be included in the protection scope of the present application.
Claims
1. A water intake structure for a reservoir unpressurized vent hole, characterized by, The water intake structure comprises a water intake pipe arranged in a non-pressure air release tunnel extending in the front-rear direction, the water intake pipe extending in the front-rear direction and being divided into a control section pipe, an energy dissipation section pipe and a main water supply pipe connected in sequence, the water inlet of the control section pipe being arranged between the inspection gate and the working gate, the energy dissipation section pipe being arranged in the stilling basin at the rear side of the working gate, and the main water supply pipe being arranged in the open channel section of the tunnel, and a gate valve being arranged at the water outlet of the main water supply pipe and being connected to the downstream water supply pipe. The energy dissipation section pipe and the main water supply pipe are arranged along the side edge of the lower wall of the non-pressure air release tunnel.
2. The water intake structure of a non-pressure venting tunnel of a reservoir according to claim 1, characterized in that, The control section pipe is arranged inside the lower side part of the water discharge structure forming the non-pressure air release tunnel, and at least part of the control section pipe is arranged at the lower side of the working gate, and the water inlet of the control section pipe is arranged at the hole wall of the non-pressure air release tunnel.
3. The water intake structure of a non-pressure venting tunnel of a reservoir according to claim 2, characterized in that, The control section pipe is arranged at the region with the minimum concrete stress of the part of the water discharge structure at the lower side of the working gate.
4. The water intake structure of a non-pressure venting tunnel of a reservoir according to claim 1, characterized in that, The main water supply pipe is further connected to an exhaust pipe extending in the up-down direction, and an automatic exhaust valve is arranged on the exhaust pipe.
5. The water intake structure of a non-pressure venting tunnel of a reservoir according to claim 4, characterized in that, The exhaust pipe is arranged along the inner wall of the stilling basin, and the exhaust port of the exhaust pipe is arranged at the highest position of the inner wall of the non-pressure air release tunnel corresponding to the stilling basin. The automatic exhaust valve is arranged at the exhaust port.
6. The water intake structure of a non-pressure venting tunnel of a reservoir according to claim 1, characterized in that, A trash screen is arranged at the water inlet.
7. The water intake structure of a non-pressure venting tunnel of a reservoir according to claim 1, characterized in that, The water intake structure of the non-pressure air release tunnel of the reservoir comprises mud discharge wells and gate valve wells arranged in the front-rear direction. The main water supply pipe is further provided with a mud discharge valve arranged at the front side of the gate valve, the mud discharge valve being arranged in the mud discharge well, and the gate valve being arranged in the gate valve well.
8. The water intake structure of a non-pressure venting tunnel of a reservoir according to claim 1, characterized in that, A protective layer is arranged around the outer periphery of the energy dissipation section pipe and the main water supply pipe.