Reverse osmosis water processing method and reverse osmosis drainage system in construction period of concrete faced rockfill dam

A face rockfill dam and a treatment method technology, applied in the field of face rockfill dams, can solve the problems of high cost and complex process of reverse drainage system, etc., and achieve the effects of small weakening range, convenient and flexible transportation and installation, and convenient construction

Active Publication Date: 2013-06-05
CHINA POWER CONSRTUCTION GRP GUIYANG SURVEY & DESIGN INST CO LTD
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Problems solved by technology

[0003] The technical problem to be solved by the present invention is to overcome the defects of complex process and high cost of the existing reverse drainage system, and provide a reverse osmosis water treatment method and a reverse osmosis drainage system during the construction period of the face rockfill dam, which can be convenient and effective The reverse water is discharged, and the structure of the system is simple, the layout is convenient, and the cost is low

Method used

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  • Reverse osmosis water processing method and reverse osmosis drainage system in construction period of concrete faced rockfill dam

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Embodiment Construction

[0015] The reverse seepage drainage system during the construction period of the face rockfill dam is as follows: figure 1 As shown, the blind drainage material 1 is laid in the horizontal interface between the transition zone 10 and the upstream rockfill area 1. The upstream side of the blind drainage material 1 is connected to the sleeve 2, and the other side of the sleeve 2 is connected to a one-way water stop valve. 4, the horizontal drainage pipe 3, the two ends of the horizontal drainage steel pipe 3 are provided with joint threads, the other side is connected to the drainage hose 5, and the other end of the drainage hose 5 is placed in the water collection well 6, and a vertical drainage pipe is also provided 7, vertical drain pipe 7 is established in addition, vertical drain pipe 7 lower ends are connected with horizontal drain pipe 3 by bending 13, and vertical drain pipe 7 upper ends are connected with another section steel pipe by direct 14 to lengthen vertical drain...

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Abstract

The invention discloses a reverse osmosis water processing method and a reverse osmosis drainage system in a construction period of a concrete faced rockfill dam. A drainage blind material is arranged in a horizontal interface between a transition area and an upstream rockfill area, a sleeving is connected with one side, arranged on the upper stream, of the drainage blind material, the other side of the sleeving is connected with a horizontal drain pipe with a one-way water stop valve, connection threads are respectively arranged outside two ends of the horizontal drain pipe, the other side of the horizontal drain pipe is connected with a drainage hose, the other end of the drainage hose is placed in a water-collecting well, and a vertical drain pipe is further arranged. The reverse osmosis water processing method and the reverse osmosis drainage system in the construction period of the concrete faced rockfill dam are particularly applicable for reverse drainage in the construction period of the concrete faced rockfill dam, wherein the concrete faced rockfill dam is deep in foundation excavation of riverbed section toe boards, and long in upstream bedding filling construction period, and a dam body needs flood crossing and water retaining.

Description

technical field [0001] The invention relates to the technical field of face rockfill dams, in particular to a reverse osmosis water treatment method and a reverse osmosis drainage system during the construction period of a face rockfill dam. Background technique [0002] In water conservancy and hydropower projects, due to the needs of irrigation water intake or power generation, it is usually necessary to build a dam to form a reservoir. Many dams under construction and proposed to be constructed choose concrete face rockfill dams. The plinth foundation on the upstream side of the face rockfill dam is generally located on complete and hard bedrock. Due to the deep excavation of the plinth and the inner slope of the plinth, the upstream side of the dam foundation is lower than the downstream side. During the construction period, the construction water and rainwater in the dam area etc. can not be discharged downstream freely, and gather to the upstream side of the dam body t...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E02B7/06E02B8/00
Inventor 湛正刚蔡大咏田业军慕洪友陈娟刘雯童文辉史鹏飞
Owner CHINA POWER CONSRTUCTION GRP GUIYANG SURVEY & DESIGN INST CO LTD
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