CN220013589U - Flood discharge, discharge and diversion integrated hydraulic building structure - Google Patents
Flood discharge, discharge and diversion integrated hydraulic building structure Download PDFInfo
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- CN220013589U CN220013589U CN202321165647.0U CN202321165647U CN220013589U CN 220013589 U CN220013589 U CN 220013589U CN 202321165647 U CN202321165647 U CN 202321165647U CN 220013589 U CN220013589 U CN 220013589U
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- 230000000903 blocking effect Effects 0.000 claims description 2
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- 238000007599 discharging Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
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- 238000005086 pumping Methods 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
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- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
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Abstract
The utility model provides a hydraulic building structure integrating flood discharge, drainage and diversion, which comprises a vertical shaft type flood discharge hole, wherein a diversion hole communicated with the vertical shaft type flood discharge hole is arranged on one side of the vertical shaft type flood discharge hole, a water-withdrawal tunnel is arranged in the vertical shaft type flood discharge hole, two ends of the water-withdrawal tunnel are respectively connected with a vertical shaft section and a stilling pool section in the vertical shaft type flood discharge hole, and a hole body part of the diversion hole comprises a connecting section which is connected with the water-withdrawal tunnel in an intersecting manner, so that the diversion hole and the vertical shaft type flood discharge hole can share the water-withdrawal tunnel section which is intersected by the connecting section; and a water drain pipe is arranged at the bottom of the water return tunnel. According to the utility model, the vertical shaft type flood discharge hole, the water discharge pipe and the diversion tunnel (pipe) are combined, and the diversion tunnel body part is combined by utilizing the water return tunnel of the vertical shaft type flood discharge hole, so that the diversion requirement in the construction period is met, and the flood control and reservoir emptying requirements in the operation period are met.
Description
Technical Field
The utility model relates to the technical field of water conservancy and hydropower engineering, in particular to a hydraulic building structure integrating flood discharge, drainage and diversion.
Background
For most of pumping and storing lower reservoirs and conventional reservoirs, a water discharge building, a emptying building and a diversion building are required to be arranged at the same time. Spillways are used as most common drainage buildings and are usually arranged on the bank near a dam, the height of the top of the overflow weir is consistent with the normal water storage level, a gate is cancelled, and the operation is convenient and simple; the emptying building is usually an emptying hole or an emptying pipe, the water inlet of the emptying building is lower than the dead water level, the emptying reservoir inspection and the pre-discharging reservoir capacity in advance are facilitated, and the conventional reservoir flood discharging mode adopts a spillway and the emptying building to perform combined flood discharging; whereas diversion tunnels are the most common diversion buildings, typically arranged near a dam on the shore as temporary buildings, which are tunnels for diversion during construction.
In the actual operation process of the reservoir, the utilization rate of the spillway is not high, and the later stage of the diversion tunnel can be changed into a diversion drainage tunnel. If the three buildings of the drainage building, the emptying building and the diversion building are arranged separately, the engineering investment is large although the three buildings are not interfered with each other, and the safety risk of encountering poor geological hole sections is large.
Disclosure of Invention
The utility model aims to provide a diversion drainage structure which can meet diversion requirements in a construction period and meet flood control and reservoir emptying requirements in a running period. For this purpose, the utility model adopts the following technical scheme:
the hydraulic building structure integrating flood discharge, drainage and diversion comprises a vertical shaft type flood discharge hole, wherein a diversion hole communicated with the vertical shaft type flood discharge hole is formed in one side of the vertical shaft type flood discharge hole, a water-withdrawal tunnel is arranged in the vertical shaft type flood discharge hole, two ends of the water-withdrawal tunnel are respectively connected with a vertical shaft section and a stilling pool section in the vertical shaft type flood discharge hole, and a hole body part of the diversion hole comprises a connecting section which is connected with the water-withdrawal tunnel in an intersecting mode, so that the diversion hole and the vertical shaft type flood discharge hole can share the water-withdrawal tunnel section which is intersected by the connecting section; the bottom of the water return tunnel is provided with a water drain pipe, so that the water drain pipe and the vertical shaft type flood spillway tunnel are compactly arranged; the connecting section of the diversion tunnel is arranged in a blocking manner during reservoir operation to form a closed section, the water inlet part of the water drain pipe is arranged in the closed section and communicated with the inside of the diversion tunnel, and the water outlet part of the water drain pipe is connected with a valve chamber which is arranged at intervals with the stilling pool section.
Further: the vertical shaft type flood spillway tunnel is characterized in that an overflow weir and an energy dissipation well section are respectively connected and arranged below the vertical shaft section, and the foundation of the overflow weir is located on bedrock.
Further: the vertical shaft section is communicated with the water-return tunnel, a slope pressing section is arranged between the vertical shaft section and the water-return tunnel, an air vent is arranged in the vertical shaft section and the wall body of the slope pressing section, a first end part is arranged at the connecting part of the slope pressing section and the water-return tunnel, and a second end part is arranged at the top of the overflow weir.
Further: the entrance section is arranged at the end part of the cavity part of the diversion tunnel, the cavity part comprises a front cavity section and an accident gate well section which are communicated with each other, and the accident gate well section is communicated with the connecting section.
Further: an intermediate section arranged in the mountain is arranged between the water inlet part and the water outlet part of the water drain pipe, and the intermediate Duan Bu is arranged at the lower part of the bottom plate of the water return tunnel.
Further: the valve chamber includes an outlet cone valve connected to the water outlet portion of the drain pipe and an energy dissipater is disposed immediately downstream of the outlet cone valve.
Compared with the prior art, the utility model has the following beneficial effects:
according to the utility model, the vertical shaft type flood discharge hole, the water discharge pipe and the diversion tunnel (pipe) are combined, and the diversion tunnel body part is combined by utilizing the water return tunnel of the vertical shaft type flood discharge hole, so that the diversion requirement in the construction period is met, and the flood control and reservoir emptying requirements in the operation period are met. Meanwhile, compared with the traditional separate arrangement of the spillway, diversion tunnel and discharge tunnel, the three-hole (pipe) integrated arrangement of the diversion and discharge structure can correspondingly reduce the tunnel length, so that the hub arrangement is more compact and the operation and the scheduling are convenient; meanwhile, the engineering quantity and the construction workload are obviously reduced, and the engineering investment is saved.
Drawings
FIG. 1 is a plan view of the present utility model;
FIG. 2 is a schematic diagram of a cross-sectional structure of a shaft type spillway tunnel according to the present utility model;
FIG. 3 is a schematic diagram of a cross-sectional structure of a pilot tunnel according to the present utility model;
FIG. 4 is a cross-sectional view taken at A-A in FIG. 3 in accordance with the present utility model;
FIG. 5 is a cross-sectional view taken at B-B in FIG. 3 in accordance with the present utility model;
FIG. 6 is a cross-sectional view taken at C-C in FIG. 3 in accordance with the present utility model.
The marks in the drawings are: overflow weir 1, shaft section 2, energy dissipation well section 3, air vent 4, pressure slope section 5, water return tunnel 6, stilling pool section 7, drain pipe 8, entrance section 9, front hole body section 10, accident gate well section 11, connecting section 12, outlet cone valve 13, energy dissipater 14.
Detailed Description
The utility model is further illustrated by the following figures and examples, which are not intended to be limiting.
As shown in fig. 1-6, a hydraulic building structure integrating flood discharge, drainage and diversion comprises a shaft type flood discharge hole, wherein a diversion hole communicated with the shaft type flood discharge hole is arranged on one side of the shaft type flood discharge hole, a water return tunnel 6 is arranged in the shaft type flood discharge hole, two ends of the water return tunnel are respectively connected with a shaft section 2 and a stilling pool section 7 in the shaft type flood discharge hole, the body part of the diversion hole comprises a connecting section 12 which is connected with the water return tunnel 6 in an intersecting manner, so that the diversion hole and the shaft type flood discharge hole can share the water return tunnel 6 section which is intersected by the connecting section 12; the bottom of the water return tunnel 6 is provided with a water drain pipe 8, so that the water drain pipe 8 and the shaft type flood spillway tunnel are compactly arranged; the connecting section 12 of the diversion tunnel is arranged in a plugging manner during the operation of the reservoir to form a closed section, the water inlet part of the water discharge pipe 8 is arranged in the closed section and is communicated with the inside of the diversion tunnel, and the water outlet part of the water discharge pipe 8 is connected with a valve chamber which is arranged at intervals with the stilling pool section 7.
The diversion and drainage structure integrates a vertical shaft type flood spillway tunnel, a drainage pipe 8 and a diversion tunnel (pipe), so that the diversion tunnel is put into use in the earlier stage of reservoir engineering construction; after the engineering construction is finished and the reservoir is put into operation, the vertical shaft type flood spillway and the water drain pipe 8 are put into use; thereby fully exerting the utilization rate of the water-withdrawing tunnel 6 before and after engineering construction.
In the embodiment, the section of the water-withdrawal tunnel section 6 connecting the vertical shaft section 2 and the stilling pool section 7 is in a gate shape; and the stilling pool section 7 is an outlet of the water-withdrawing tunnel 6.
As shown in fig. 1-2, specifically, the upper and lower parts of a shaft section 2 of a shaft type flood spillway tunnel are respectively connected with an overflow weir 1 and an energy dissipation shaft section 3, the foundation of the overflow weir 1 is relatively and completely located on bedrock, and the outer side wall of the overflow weir is in a vertical structure. In this embodiment the overflow weir 1 is an annular weir; and the energy dissipation well section 3 is arranged at the bottom of the vertical well section 2, and the foundation of the energy dissipation well section is arranged on a weak and slightly weathered layer.
Wherein, the intercommunication sets up between shaft section 2 and the water-return tunnel 6 presses slope section 5, and presses the inside air vent 4 that sets up of wall of slope section 5 at shaft section 2, and air vent 4 is pressed slope section 5 and water-return tunnel 6 junction portion and is set up first tip, and air vent 4 sets up the second tip at overflow weir 1 top, makes its setting up in the wall of slope section 5 and water-return tunnel 6 according to air vent 4 position to form the gas circulation inside and outside the hole through first tip and second tip.
As shown in fig. 1 and 3, specifically, an inlet section 9 is arranged at the end of a cavity part of the diversion tunnel, the cavity part comprises a front cavity section 10 and an accident gate well section 11 which are communicated with each other, and the accident gate well section 11 is communicated with a connecting section 12. So that the diversion tunnel is connected with the front tunnel body section 10, the accident gate well section 11 and the connecting section 12 through the inlet section 9 and then is integrated into the water-withdrawing tunnel 6 of the shaft type flood discharge tunnel.
The entrance section 9 is arranged in the vicinity of the circular weir 1 of the entrance section of the vertical shaft type flood spillway tunnel, and the distance between the entrance section 9 and the circular weir 1 is as far as possible so as to ensure the safety of the structure.
As shown in fig. 1 to 6, in particular, an intermediate section arranged in the mountain is provided between the water inlet portion and the water outlet portion of the drain pipe 8, and the intermediate section is arranged at the lower part of the floor of the water return tunnel 6.
In the embodiment, firstly, after the diversion tunnel is cross-connected with the water-withdrawal tunnel 6, the diversion tunnel and the vertical shaft type flood discharge tunnel share a water-withdrawal tunnel 6 tunnel section after the cross section; secondly, the water drain pipe 8 is crossed with the water return tunnel 6 of the vertical shaft type flood spillway tunnel; therefore, the arrangement of the whole diversion and discharge structure in the mountain is more compact, and the operation and the scheduling are more convenient.
As shown in fig. 1, the front section of the water drain pipe 8 is arranged in the hole of the connecting section 12, and a steel pipe is buried in the sealing body of the connecting section 12 as an inlet of the water drain pipe 8 (as shown in fig. 3 and 5); after being integrated into a water-withdrawal tunnel 6 of the shaft-type flood spillway tunnel, the middle section of a water drain pipe 8 is buried at the lower part of a tunnel bottom plate of the water-withdrawal tunnel 6 (shown in figures 3 and 6); when the water drain pipe 8 is close to the stilling pool section 7, the lower part of the water drain tunnel 6 is extended to form a cross with the water drain tunnel 6, and the extended water drain pipe 8 section is arranged on the right side of the water drain tunnel 6 and is independently arranged in a mountain (shown in figures 1 and 3).
As shown in fig. 1 and 3, in particular, the valve chamber includes an outlet cone valve 13 connected to the water outlet portion of the water discharge pipe 8, and an energy dissipater 14 is provided immediately downstream of the outlet cone valve 13. Wherein the valve chamber is arranged at the right side of the stilling pool section 7.
Referring to fig. 1 to 6, the method for constructing the diversion drainage structure according to the construction period and the operation period of the reservoir comprises the following steps:
firstly, according to the arrangement condition of a preset reservoir, determining the arrangement positions and the intersecting point positions of a vertical shaft type flood spillway tunnel and a diversion tunnel in a mountain, and simultaneously selecting a proper water outlet part of a blow-down pipe 8 and determining the position of a connecting point of the blow-down pipe 8 and a water-withdrawal tunnel 6;
the method comprises the following steps: determining a proper inlet position of a vertical shaft type spillway tunnel according to the terrain and geological conditions of the junction, so that the overflow weir 1 is located on the complete bedrock; the method comprises the steps that a water-withdrawing tunnel 6 of a vertical shaft type flood spillway is determined to be opened in a straight line or a mode which tends to be straight line, and an axis condition formed by the water-withdrawing tunnel 6 needs to be straight line as much as possible, so that water flowing conditions and structural safety are guaranteed; determining the position of an inlet section 9 of the diversion tunnel and determining the position of a connecting point of a connecting section 12 and a water-withdrawal tunnel 6;
because the water-withdrawing tunnel 6 and the diversion tunnel of the vertical shaft type flood spillway tunnel are combined, the water-withdrawing tunnel 6 section (comprising the water drain pipe 8 at the bottom of the water-withdrawing tunnel 6 section) and the stilling pool section 7 at the outlet position of the water-withdrawing tunnel 6 which are used with the diversion tunnel are all required to be constructed before interception;
secondly, before the reservoir is closed to store water, the construction of an overflow weir 1, a vertical shaft section 2 and an energy dissipation well section 3 of the vertical shaft type flood spillway is completed, and construction treatment is carried out on a slope pressing section 5 and a hole section at the upstream of the intersection position of the diversion tunnel and a vertical shaft type flood spillway water-draining tunnel 6;
after the reservoir is filled with water, a sealing section is arranged in the sealing connecting section 12, the water discharge pipe 8 is connected to the upstream side of the valve chamber, and meanwhile, the construction of the remaining hole section of the downstream of the water discharge pipe 8, the energy dissipater 14 and the outlet cone valve 13 is completed.
The above embodiment is only one preferred technical solution of the present utility model, and it should be understood by those skilled in the art that modifications and substitutions can be made to the technical solution or parameters in the embodiment without departing from the principle and essence of the present utility model, and all the modifications and substitutions are covered in the protection scope of the present utility model.
Claims (6)
1. The utility model provides a flood discharge, discharge and water conservancy diversion unification's hydraulic building structure which characterized in that: the vertical shaft type flood spillway comprises a vertical shaft type flood spillway, a diversion tunnel communicated with the vertical shaft type flood spillway is arranged on one side of the vertical shaft type flood spillway, a water-return tunnel (6) with two ends respectively connected with a vertical shaft section (2) and a stilling pool section (7) in the vertical shaft type flood spillway is arranged in the vertical shaft type flood spillway, a tunnel body part of the diversion tunnel comprises a connecting section (12) which is connected with the water-return tunnel (6) in an intersecting manner, and the diversion tunnel and the vertical shaft type flood spillway can share the water-return tunnel (6) section which is intersected by the connecting section (12);
a water drain pipe (8) is arranged at the bottom of the water return tunnel (6); the connecting section (12) of the diversion tunnel is arranged in a blocking manner during reservoir operation to form a closed section, the water inlet part of the water discharge pipe (8) is arranged in the closed section and is communicated with the inside of the diversion tunnel, and the water outlet part of the water discharge pipe (8) is connected with a valve chamber which is arranged at intervals in the stilling pool section (7).
2. A flood discharge, drainage and diversion integrated hydraulic building structure according to claim 1, wherein: the vertical shaft type flood spillway tunnel is characterized in that an overflow weir (1) and an energy dissipation well section (3) are respectively connected and arranged below the vertical shaft section (2), and the foundation of the overflow weir (1) is located on bedrock.
3. A flood discharge, drainage and diversion integrated hydraulic building structure according to claim 2, wherein: the vertical shaft section (2) is communicated with the water-return tunnel (6) to form a slope-pressing section (5), an air vent (4) is formed in the vertical shaft section (2) and the wall body of the slope-pressing section (5), a first end is arranged at the connecting part of the slope-pressing section (5) and the water-return tunnel (6), and the air vent (4) is arranged at the top of the overflow weir (1) to form a second end.
4. A flood discharge, drainage and diversion integrated hydraulic building structure according to claim 1, wherein: the diversion tunnel is characterized in that an inlet section (9) is arranged at the end part of the tunnel body, the tunnel body comprises a front tunnel body section (10) and an accident gate well section (11) which are communicated with each other, and the accident gate well section (11) is communicated with the connecting section (12).
5. A flood discharge, drainage and diversion integrated hydraulic building structure according to claim 1, wherein: an intermediate section arranged in the mountain is arranged between the water inlet part and the water outlet part of the water drain pipe (8), and the intermediate Duan Bu is arranged at the lower part of the bottom plate of the water return tunnel (6).
6. A flood discharge, drainage and diversion integrated hydraulic building structure according to claim 1, wherein: the valve chamber comprises an outlet cone valve (13) connected to the outlet portion of the drain pipe (8), and an energy dissipater (14) is provided immediately downstream of the outlet cone valve (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321165647.0U CN220013589U (en) | 2023-05-12 | 2023-05-12 | Flood discharge, discharge and diversion integrated hydraulic building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321165647.0U CN220013589U (en) | 2023-05-12 | 2023-05-12 | Flood discharge, discharge and diversion integrated hydraulic building structure |
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| Publication Number | Publication Date |
|---|---|
| CN220013589U true CN220013589U (en) | 2023-11-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321165647.0U Active CN220013589U (en) | 2023-05-12 | 2023-05-12 | Flood discharge, discharge and diversion integrated hydraulic building structure |
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| Country | Link |
|---|---|
| CN (1) | CN220013589U (en) |
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2023
- 2023-05-12 CN CN202321165647.0U patent/CN220013589U/en active Active
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