RU1822889C - Dam - Google Patents

Dam

Info

Publication number
RU1822889C
RU1822889C SU914928846A SU4928846A RU1822889C RU 1822889 C RU1822889 C RU 1822889C SU 914928846 A SU914928846 A SU 914928846A SU 4928846 A SU4928846 A SU 4928846A RU 1822889 C RU1822889 C RU 1822889C
Authority
RU
Russia
Prior art keywords
filled
gradually
ropes
grids
containers
Prior art date
Application number
SU914928846A
Other languages
Russian (ru)
Inventor
Дмитрий Васильевич Рощупкин
Original Assignee
Новосибирский инженерно-строительный институт им.В.В.Куйбышева
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 Новосибирский инженерно-строительный институт им.В.В.Куйбышева filed Critical Новосибирский инженерно-строительный институт им.В.В.Куйбышева
Priority to SU914928846A priority Critical patent/RU1822889C/en
Application granted granted Critical
Publication of RU1822889C publication Critical patent/RU1822889C/en

Links

Landscapes

  • Revetment (AREA)

Abstract

Использование: в гидротехническом строительстве при возведении временных плотин. Существо изобретени : плотина выполнена из сеток 7 и 8, подвешенных к поплавкам 11, 12, закрепленных в грунте 22 пригрузами 13, 14 и закрепленных на канатах 5, 6 и 9, 10. Межсеточна  полость 15 заполнена емкост ми из гибкого пленочного материала, заполненными водой и грунтом . При подаче емкостей в полость 15 последн   заполн етс  постепенно снизу вверх. Постепенно снизу вверх прекращаетс  перелив воды из верхнего бьефа 20 в нижний бьеф 21. Постепенно нарастает давление потока на сетки 7, 8 и соответственно на канаты 5, 6 и 9, 10. 6 ил.Usage: in hydraulic engineering in the construction of temporary dams. The inventive dam is made of grids 7 and 8, suspended from floats 11, 12, mounted in the ground 22 with weights 13, 14 and mounted on ropes 5, 6 and 9, 10. The interstitial cavity 15 is filled with containers of flexible film material filled water and soil. When the containers are introduced into the cavity 15, the latter is gradually filled from the bottom up. Gradually, the overflow of water from the upper pool 20 to the lower pool 21 is stopped from the bottom up. The flow pressure gradually increases on the grids 7, 8 and, respectively, on the ropes 5, 6 and 9, 10. 6 sludge.

Description

/// ///// //

/// /// /// У///// /// /// Y //

V/V /

/// У// /// Y //

Фиг.1Figure 1

11eleven

Фиг.1Figure 1

Фиг. 4FIG. 4

Фиг. 5FIG. 5

Фиг. 6FIG. 6

SU914928846A 1991-04-19 1991-04-19 Dam RU1822889C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU914928846A RU1822889C (en) 1991-04-19 1991-04-19 Dam

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU914928846A RU1822889C (en) 1991-04-19 1991-04-19 Dam

Publications (1)

Publication Number Publication Date
RU1822889C true RU1822889C (en) 1993-06-23

Family

ID=21570526

Family Applications (1)

Application Number Title Priority Date Filing Date
SU914928846A RU1822889C (en) 1991-04-19 1991-04-19 Dam

Country Status (1)

Country Link
RU (1) RU1822889C (en)

Similar Documents

Publication Publication Date Title
US5405217A (en) Device for erosion control
ES8302153A1 (en) Anchoring method and foundation device for a platform, especially a mobile one.
GEP19970895B (en) Freshet Spillway of Dams
EP0735197A4 (en) Method for executing gravity offshore structure and the structure
RU1822889C (en) Dam
CN209081533U (en) Suitable for hard river bed or can not dry river river multi-stage ecological dive island device
CN216664006U (en) Slope protection structure for hydraulic engineering
ES8207255A1 (en) Method of constructing a concrete off-shore structure more than 200 m high stabilized on the sea bed by its own weight
JPS57126786A (en) Adhesion preventing method of oceanic living thing
JPS56110569A (en) Power generating device by using water flow
JPS5572504A (en) Water tank in embankment
CN221235980U (en) Flood control dykes and dams that prevent soil and stone from collapsing
SU1446212A1 (en) Method of damming river flow
JPS56119013A (en) Hollow fill-type dam
CN210049192U (en) Water conservancy project ditch water and soil erosion prevention side slope
CN213397265U (en) Water level early warning device for water conservancy project construction survey
JPS57130633A (en) Construction of artificial ground using buoyancy
SU897923A2 (en) Dam of locally available materials
SU1511312A1 (en) Hydraulic structure
Anderson High and dry on the Aube
SU1654426A1 (en) Method of protecting shores of seas and reservoirs from erosion by storm waves
SU571541A1 (en) Dam
SU486108A1 (en) Dam of local materials
JPS5685011A (en) Controlling method for flow rate of river water
SU1509483A1 (en) Water-retaining structure