JPS5681708A - Closing method of intake of conduit - Google Patents

Closing method of intake of conduit

Info

Publication number
JPS5681708A
JPS5681708A JP15996679A JP15996679A JPS5681708A JP S5681708 A JPS5681708 A JP S5681708A JP 15996679 A JP15996679 A JP 15996679A JP 15996679 A JP15996679 A JP 15996679A JP S5681708 A JPS5681708 A JP S5681708A
Authority
JP
Japan
Prior art keywords
gate
preparatory
dam
caisson
state
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP15996679A
Other languages
Japanese (ja)
Other versions
JPS5852047B2 (en
Inventor
Hiroo Takakura
Juichi Okugawa
Jiro Nishiyama
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP15996679A priority Critical patent/JPS5852047B2/en
Publication of JPS5681708A publication Critical patent/JPS5681708A/en
Publication of JPS5852047B2 publication Critical patent/JPS5852047B2/en
Expired legal-status Critical Current

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Abstract

PURPOSE:To perform the titled closing and to perform a responsible outlet by a method wherein a caisson having gate sheet open upward and toward the surface facing a preparatory gate is fitted to a dam in a state wherein the surface facing the preparatory gate door is surrounded. CONSTITUTION:When a repair of the surface 11 facing the preparatory gate door is performed, the water outlet is performed through a conduit pipe 2 and a dam water level 38 is made to reach the lower end of a mouthpiece 7. Next thereto, a caisson 12 is lowered to a mouthpiece 7 position by means of a crane on a dam 1 and the caisson 12 is fixed to the dam in a water tight state. While retaining this state, a screen 9 for a preparatory gate is removed, and the repair of the surface 11 is performed from the side of an operation space 39 taking several days. In the mean time, a water level 38 rises, accordingly, a responsible water outlet is performed when operation is not performed at night. That is, a high pressure gate 4 and a preparatory gate 8 are made open and a main gate 6 is placed in a close state, and then, a dam water is run from the intake pipe of the caisson 12 to make the water level of the pipe 2 to be a level same as the level 38 and thereafter, while retaining the gate 13 in an open state, the gate 6 is opened to perform a responsible water outlet.
JP15996679A 1979-12-10 1979-12-10 Conduit mouth closure device Expired JPS5852047B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP15996679A JPS5852047B2 (en) 1979-12-10 1979-12-10 Conduit mouth closure device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP15996679A JPS5852047B2 (en) 1979-12-10 1979-12-10 Conduit mouth closure device

Publications (2)

Publication Number Publication Date
JPS5681708A true JPS5681708A (en) 1981-07-04
JPS5852047B2 JPS5852047B2 (en) 1983-11-19

Family

ID=15705053

Family Applications (1)

Application Number Title Priority Date Filing Date
JP15996679A Expired JPS5852047B2 (en) 1979-12-10 1979-12-10 Conduit mouth closure device

Country Status (1)

Country Link
JP (1) JPS5852047B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104195997A (en) * 2014-07-11 2014-12-10 四川大学 Aerated flip bucket arrangement structure suitable for high water head flood discharge hole
CN105040648A (en) * 2015-08-07 2015-11-11 中国水利水电科学研究院 Reservoir emptying tunnel for over 200-meter ultrahigh dam and arrangement method and application thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104195997A (en) * 2014-07-11 2014-12-10 四川大学 Aerated flip bucket arrangement structure suitable for high water head flood discharge hole
CN104195997B (en) * 2014-07-11 2016-08-17 四川大学 A kind of aeration ramp arrangement being applicable to high water head flood discharging tunnel
CN105040648A (en) * 2015-08-07 2015-11-11 中国水利水电科学研究院 Reservoir emptying tunnel for over 200-meter ultrahigh dam and arrangement method and application thereof

Also Published As

Publication number Publication date
JPS5852047B2 (en) 1983-11-19

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