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Suspension drop flow type plunge pool energy dissipation system

A technology of water cushion pond and falling flow, applied in water conservancy engineering, marine engineering, coastline protection and other directions, can solve the problems of high engineering cost, long construction period, layout of stilling pool flood discharge tunnel, etc., to reduce layout difficulty and increase consumption. energy efficiency and the effect of improving project economy

Active Publication Date: 2015-01-21
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

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Problems solved by technology

However, for projects with narrow valleys, vertical mountains on both sides, wide upstream, narrowing downstream, and complex geological conditions on the bank slope, it is difficult to arrange stilling pools and flood discharge tunnels with large single-width flow according to the existing technology. Or adopt the existing energy dissipation facilities layout method, the project cost is high, and the construction period is increased

Method used

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  • Suspension drop flow type plunge pool energy dissipation system
  • Suspension drop flow type plunge pool energy dissipation system
  • Suspension drop flow type plunge pool energy dissipation system

Examples

Experimental program
Comparison scheme
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Embodiment 1

[0021] The engineering overview of embodiment 1 and comparative example 1 is as follows:

[0022] A power station is built in a narrow river valley, with steep mountains on both sides, and the downstream river gradually narrows. The upstream water level elevation of the reservoir is 762.30m, the downstream water level elevation is 672.30m, the drop is 90m, and the flood discharge flow is 320m 3 / s.

[0023] Aiming at the above projects, two energy dissipation systems of Example 1 and Comparative Example 1 were used to carry out hydraulic model tests.

[0024] Example 1

[0025] The energy dissipation system of the suspension drop-flow pad pond described in this embodiment includes a three-level pad pond 2 arranged at different elevations of the mountain body on the side of the reservoir dam body and an upstream diversion channel 1 leading out the water in the reservoir; the above-mentioned facilities layout as figure 1 , figure 2 , image 3 As shown, the axes of the wate...

Embodiment 2

[0031] The engineering overview of embodiment 2 and comparative example 2 is as follows:

[0032] A power station is built in a narrow river valley, with steep mountains on both sides, and the downstream river gradually narrows. The elevation of the reservoir entrance is 1126.00m, the elevation of the exit is 1021.00m, the drop is 105m, and the discharge flow is 650m 3 / s. Aiming at the above projects, two energy dissipation systems of Example 2 and Comparative Example 2 were used to carry out hydraulic model tests.

[0033] Example 2

[0034] The energy dissipation system of the suspension drop-flow pad pond described in this embodiment includes a three-level pad pond 2 arranged at different elevations of the mountain body on the side of the reservoir dam body and an upstream diversion channel 1 leading out the water in the reservoir; the above-mentioned facilities layout as figure 1 , figure 2 , image 3 Shown, is identical with embodiment 1.

[0035] The structure of...

Embodiment 3

[0040] The engineering overview of embodiment 3 and comparative example 3 is as follows:

[0041] A power station is built in a narrow river valley, with steep mountains on both sides, and the downstream river gradually narrows. The elevation of the reservoir entrance is 747.00m, the elevation of the exit is 627.00m, the drop is 120m, and the discharge flow is 570m 3 / s. Aiming at the above projects, two energy dissipation systems of Example 3 and Comparative Example 3 were used to carry out hydraulic model tests.

[0042] Example 3

[0043] The energy dissipation system of the suspension drop-flow pad pond described in this embodiment includes a three-level pad pond 2 arranged at different elevations of the mountain body on the side of the reservoir dam body and an upstream diversion channel 1 leading out the water in the reservoir; the above-mentioned facilities layout as figure 1 , figure 2 , image 3 Shown, is identical with embodiment 1.

[0044] The structure of t...

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Abstract

The invention discloses a suspension drop flow type plunge pool energy dissipation system. The suspension drop flow type plunge pool energy dissipation system comprises multiple levels of plunge pools arranged at different-elevation positions of a lateral mountain of a dam body of a water reservoir and an upstream diversion canal enabling water in the water reservoir to be led out. A water outlet of the upstream diversion canal is located above the upstream of the plunge pool with the highest elevation, the horizontal projection parts of every two adjacent levels of plunge pools are overlapped, overflow weirs are formed in the lateral walls of the higher-elevation plunge pools located on the horizontal projections of the lower-elevation plunge pools, water in the higher-elevation plunge pools is made to drop into the lower-elevation plunge pools through the overflow weirs, the horizontal projection of the lowest-elevation plunge pool and the horizontal projection of a downstream watercourse are partially overlapped and an overflow weir is formed in the lateral wall of the lowest-elevation plunge pool located on the horizontal projection of the downstream watercourse. The energy dissipation system is suitable for narrow river valleys and small-flow high-water-head water conservancy projects with downstream watercourses narrowing gradually, can improve the energy dissipation efficiency and project safety and economy, and reduce the difficult level of project layout.

Description

technical field [0001] The invention belongs to the technical field of novel energy dissipation in water conservancy and hydropower projects, and in particular relates to an energy dissipation system suitable for combination of pad ponds and underflow energy dissipation in narrow river valleys and gradually narrowing downstream channels in small flow and high head hydraulic projects. Background technique [0002] In the construction of high head hydropower stations, in order to ensure the safety of water conservancy projects in operation, a series of flood discharge and energy dissipation measures are required. Traditional energy dissipation measures include traditional underflow energy dissipation, deflected flow energy dissipation and surface flow energy dissipation. New energy dissipation facilities include vertical shaft swirl energy dissipation, wide end pier, ladder energy dissipation, hole plug orifice energy dissipation, etc. However, for projects with narrow valleys...

Claims

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Application Information

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IPC IPC(8): E02B8/06
CPCE02B8/06
Inventor 许唯临张建民何小泷彭勇刘善均王韦邓军曲景学田忠张法星周茂林
Owner SICHUAN UNIV