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Differential mixed energy dissipation structure for slope diffusion

A technology of diffusion structure and slope, applied in marine engineering, construction, barrage/weir, etc., can solve the problems of affecting the stability and safety of building structure, difficult construction, high processing cost, etc., saving permanent project investment and convenient construction The effect of fast, convenient management and maintenance

Active Publication Date: 2018-09-14
浙江省水利水电勘测设计院有限责任公司
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Problems solved by technology

At present, the energy dissipation structure usually adopts the ordinary deep excavation type energy dissipation structure. Both sides of the stilling pool adopt high wing wall structure, which is difficult to construct, and the foundation treatment of the high vertical wing wall bored pile foundation is expensive, and the water flow in the pool cannot be free. Diffusion energy dissipation often severely scours the downstream riverbed behind the pool, and even affects the stability and safety of nearby buildings

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  • Differential mixed energy dissipation structure for slope diffusion

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Embodiment Construction

[0014] The present invention will be further described below in conjunction with accompanying drawing.

[0015] Such as figure 1 As shown, a differential hybrid energy dissipation structure of slope diffusion in the present invention is characterized in that it includes an arc-shaped sluice chamber section 1, a differential hybrid energy dissipation device 2, a slope diffusion structure 3 and a lateral connection section 4; The head end of the above-mentioned differential mixing energy dissipator 2 is connected to the outlet end of the arc-shaped lock chamber section 1, the lateral connection section 4 is arranged on both sides of the arc-shaped lock chamber section 1, and the slope diffusion structure 3 is arranged on the On both sides of the energy worker 2, the slope diffusion structure 3 is connected to the downstream end of the lateral connecting section 4.

[0016] The differential mixing energy dissipator 2 is composed of a differential mixing stilling basin 21 , an an...

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Abstract

The invention provides a differential mixed energy dissipation structure for slope diffusion. The differential mixed energy dissipation structure comprises an arc-shaped sluice chamber section, a differential mixed energy dissipation station, slope diffusion structures and lateral joining sections. The head end of the differential mixed energy dissipation station is connected with the outlet end of the arc-shaped sluice chamber section, and the lateral joining sections are arranged on the two sides of the arc-shaped sluice chamber section. The slope diffusion structures are arranged on the twosides of the differential mixed energy dissipation station and connected with the downstream ends of the lateral joining sections. According to the differential mixed energy dissipation structure, the structure is simple and practical, construction is convenient and rapid, and the effect is remarkable by combining free diffusion energy dissipation with differential mixed energy dissipation; and compared with a conventional energy dissipation station, wing walls and other foundation treatment structures thereof can be omitted, overall arrangement is concise and elegant, and the engineering construction time and investment are saved greatly.

Description

technical field [0001] The invention relates to an energy dissipation structure, in particular to a slope diffusion differential hybrid energy dissipation structure, which can combine the differential hybrid energy dissipation with the slope diffusion free outflow. Background technique [0002] The energy dissipation structure is one of the main structures of the sluice. The function of the energy dissipation structure is often through the turbulent diffusion and friction inside the water flow, the diffusion of the water flow in the air and the strong mixing with the air, the friction and collision between the water flow and the side wall, etc. The physical effect is realized. At present, the energy dissipation structure usually adopts the ordinary deep excavation type energy dissipation structure. Both sides of the stilling pool adopt high wing wall structure, which is difficult to construct, and the foundation treatment of the high vertical wing wall bored pile foundation ...

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B8/06
CPCE02B8/06
Inventor 黄朝煊马以超王允袁文喜
Owner 浙江省水利水电勘测设计院有限责任公司