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Gradually-changed drop sill type stilling pool

A technology of stilling pool and falling sill, which is applied in water conservancy projects, marine engineering, coastline protection and other directions, can solve the problems that the energy dissipation rate of the stilling pool is not very high, and increase the slope protection engineering of the river downstream of the stilling pool, so as to shorten the time. Protection range, good energy dissipation effect, small fluctuation effect

Active Publication Date: 2019-05-21
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

However, for a large single-width flow, the energy dissipation rate of the stilling tank is generally not very high, and the water flow out of the tank still contains a large amount of residual energy, causing the water surface fluctuations in the downstream of the river to propagate for a long distance, and the protection works for the river bank slope downstream of the stilling tank are increased.

Method used

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  • Gradually-changed drop sill type stilling pool
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  • Gradually-changed drop sill type stilling pool

Examples

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Effect test

Embodiment 1

[0038] In this implementation case, the gradient falling sill type stilling pool (cylindrical curved bottom plate type) is used in the Zhongshuitou dam type hydropower station, the water head in front of the sluice is 30m, and the maximum single-width flow rate is q=100m 3 / s.m. The structure of the gradient stilling pool is as follows: Figure 1-9 As shown, it is composed of diversion connecting reverse slope section, stilling basin main body section, and stilling basin tail sill reverse slope section which are successively connected along the water flow direction. The diversion connecting slope section is connected with upstream flood discharge facilities and is used to divert water flow Entering the stilling pool, a drop sill is set at the junction between the diversion slope section and the main section of the stilling pool, and the bottom plate of the main section of the stilling pool is an inwardly concave curved surface (the concave is pointing to sinking outside the wa...

Embodiment 2

[0045] In this implementation case, the gradient falling sill type stilling pool (cylindrical curved bottom plate type) is used in the Zhongshuitou dam type hydropower station, the water head in front of the dam is 50m, and the maximum single-width flow rate is q=200m 3 / s.m. The difference with the stilling pool described in embodiment 1 is:

[0046] Diversion connection slope slope i 1 = h 1 / l 1 =1:4, the horizontal length of diversion connection slope section l 1 = 16m, the vertical height h of diversion connecting slope section 1 = 4m; the bottom plate of the main section of the stilling pool is a cylindrical surface, the width of the main section of the stilling pool is B = 30m, the length is L = 60m, the arch height of the curved bottom plate is d = 3.0m, the height of the arc wall of the cylindrical surface is h = 8m, and the arch height b=3.11m; the slope i of the reverse slope section of the tail sill of the stilling pool 2 = h 2 / l 2 =1:4, the horizontal len...

Embodiment 3

[0049] In this implementation case, the gradient drop sill stilling basin (semi-elliptic cylindrical curved bottom plate type) is used for underflow energy dissipation at the outlet of the spillway of the Zhongshuitou Hydropower Station. The maximum operating head is 80m, the width of the spillway is 20m, and the maximum single-width flow rate is q= 80m 3 / s.m. It is composed of diversion connecting reverse slope section, stilling basin main body section and stilling basin tail sill reverse slope section which are successively connected along the water flow direction. The diversion connecting slope section is connected with the upstream flood discharge facilities and is used to divert the water flow into the stilling basin. Pool, diversion connecting the slope section and the junction of the stilling pool main section is provided with a drop sill, the bottom plate of the stilling pool main section is an inwardly concave curved surface (the indentation is pointing to the sinkin...

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Abstract

The invention provides a novel gradually-changed drop sill type stilling pool, which is composed of a flow guide connection slope section, a stilling pool main body section and a stilling pool tail sill reverse slope section sequentially connected in the water flow direction; the flow guide connection slope section is connected with an upstream flood discharge facility and is used for guiding water flow into the stilling pool; a drop sill is arranged at the joint of the flow guide connection slope section and the stilling pool main body section, and a bottom plate of the stilling pool main body section is a concave curved surface (the concave surface means downward concaving to the outside of the stilling pool water body), so that the height of the stilling pool drop sill is symmetricallyand gradually increased from two sides to the middle. The stilling pool can effectively improve the energy dissipation rate, reduces the hydraulic indexes near the bottom, and achieves the purposes ofreducing or even cancelling protection engineering of a bank slope of a downstream river channel of the stilling pool and saving construction fund.

Description

technical field [0001] The invention belongs to the field of flood discharge and energy dissipation facilities used in water conservancy and hydropower projects, in particular to stilling pools. Background technique [0002] In water conservancy and hydropower projects, flood discharge and energy dissipation are very prominent key technical issues, and the energy dissipation and anti-scour downstream of the discharge structures are directly related to the safety of the project. According to a rough statistical analysis of a large number of actual engineering data, the cost of flood discharge and energy dissipation accounts for about 40% to 50% of the total project cost, and the cost of energy dissipation and anti-scour facilities accounts for 40% to 50% of the discharge structure. . Therefore, choosing a suitable flood discharge structure is an important way to make rational use of funds. In many low and medium head hydropower stations, stilling basin energy dissipation is...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B8/06
Inventor 刁明军王磊
Owner SICHUAN UNIV
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