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
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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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