CN113235519A - Method for rapidly coping through type breach of dam - Google Patents
Method for rapidly coping through type breach of dam Download PDFInfo
- Publication number
- CN113235519A CN113235519A CN202110629073.7A CN202110629073A CN113235519A CN 113235519 A CN113235519 A CN 113235519A CN 202110629073 A CN202110629073 A CN 202110629073A CN 113235519 A CN113235519 A CN 113235519A
- Authority
- CN
- China
- Prior art keywords
- flood
- water
- breach
- module
- flood control
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 13
- 230000010485 coping Effects 0.000 title claims abstract description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 24
- 238000001179 sorption measurement Methods 0.000 claims description 4
- 238000010521 absorption reaction Methods 0.000 claims description 2
- 238000012806 monitoring device Methods 0.000 claims description 2
- 230000009172 bursting Effects 0.000 claims 3
- 238000010276 construction Methods 0.000 claims 1
- 238000005260 corrosion Methods 0.000 claims 1
- 230000007797 corrosion Effects 0.000 claims 1
- 230000005484 gravity Effects 0.000 claims 1
- 238000009434 installation Methods 0.000 claims 1
- 239000000463 material Substances 0.000 claims 1
- 230000004044 response Effects 0.000 claims 1
- 239000002689 soil Substances 0.000 abstract description 2
- 238000011161 development Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a method for rapidly coping through type burst of a dam, which is characterized in that piping is often generated in a loose soil place of the dam when high-flow flood attacks, and the through type burst is generated along with the expansion of a transverse crack in the dam.
Description
Technical Field
The invention discloses a method for rapidly coping with a through type breach of a dam, and relates to a solution for coping with an emergency through type breach of a river dam.
Background
When large-flow flood attacks, piping often occurs in loose soil places of the dam, and through type burst occurs along with expansion of transverse cracks in the dam. On the basis of the actual measurement record of the dangerous case, it is very necessary to summarize and analyze the processes and characteristics of the occurrence, development, emergency maintenance and the like of the penetrating breach of the dike.
Disclosure of Invention
The invention relates to a method for rapidly coping a through type breach of a dam, which forms a fast-assembly flood control wall constructed by vacuum adsorption connection structures by rapidly assembling flood control module devices, and the fast-assembly flood control wall is hoisted and thrown to a breach area by equipment to effectively block water flow and reduce the threat of flood disasters.
Drawings
Fig. 1 is a view of the steps of a solution, and fig. 2 is a cross-sectional view of a foundation device member-a ready-to-assemble flood protection module of a flood protection module wall.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1, an embodiment of the present invention is shown in fig. 1, which is a detailed step of a method for rapidly coping with a through breach of a dam, including calculating a shape and a size of the breach, a water flow rate and an average flow rate (1) in a breach area, rapidly constructing a flood control module wall (2), and hoisting the flood control module wall to a breach area (3).
Fig. 2 is a cross-sectional view of a quick-assembly flood protection splicing module, which is a basic device member of a flood protection module wall, and includes a vacuum absorption connection groove (4), a vacuum suction pump (5), a double-flow suction water pump (6), a micro water flow monitoring device (7), a water inlet and outlet pipeline (8), an electromagnetic valve (9), a slidable connection rod (10), and the like.
Claims (5)
1. A method for rapidly coping with a through-type breach of a dam is disclosed, wherein a figure 1 shows a coping solution scheme, and comprises the steps of calculating the shape and size of the breach, the water flow rate and the average flow (1) of a breach area, rapidly constructing a flood control module wall (2), hoisting the flood control module wall to a breach area (3) and the like; fig. 2 is a cross-sectional view of a foundation device member of the flood control module wall, namely a ready-to-assemble flood control splicing module, which comprises a vacuum adsorption connecting groove (4), a vacuum suction pump (5), a double-flow suction water pump (6), a micro water flow monitoring device (7), a water inlet and outlet pipeline (8), an electromagnetic valve (9), a slidable connecting rod (10) and the like; after the situation of bursting a mouthful appears running through, will organize the manpower immediately and carry out the analysis to the situation of bursting a mouthful to command hoist and mount machine to splice fast and inlay and build the flood control wall that uses ready-package flood control module as the base member, reorganize the flood control wall after the hoist and mount machine will accomplish again and put in to bursting a mouthful district.
2. The method for rapidly coping with the through type breach of a dam according to claim 1, wherein the ready-package flood protection splicing module is made of high-molecular wear-resistant and corrosion-resistant materials, can endure long-time water flow brewing and avoid the peeling effect of the original water flow, is 1x1x1m hexahedron structure, is internally provided with a micro motor-driven double-flow suction water pump (6) and a water inlet and discharge pipeline (8), and can perform moderate water absorption and flood discharge work while resisting the impact of flood peak.
3. The method for rapidly coping with the through type breach of dam according to claim 1, wherein the connection manner between the ready-package flood protection splicing modules is vacuum adsorption type connection, and during the assembly process (2), the assembly personnel needs to butt-joint and embed the vacuum adsorption connection grooves (4) on the flood protection module plate surface, and simultaneously use the vacuum suction pump (5) inside the module to suck the air between the connection areas of the two modules, so as to create the vacuum connection environment between the modules.
4. The method for rapidly coping with the through type breach of dam according to claim 1, wherein the double-flow water suction pump (6) installed inside the flood control module wall can absorb the external flood into the water storage space inside the module through the water inlet pipe, the gravity action of the whole flood control wall is increased by the self-water storage of the flood control module, after all the modules store water, the electromagnetic valve (9) inside the module opens the water drainage pipeline to slowly discharge the water downstream at an extremely low speed, and the maximum water depth value under the water level early warning line planning of the whole river is not exceeded.
5. The method as claimed in claim 1, wherein the step of the solution is started when the information of the river breach is received, and the step of the solution is started, and the installation of the flood protection module wall is started in response to the first time, and according to the shape and the location area of the breach, scientific researchers can plan a set of water treatment solution according to local conditions, so as to determine the number of the flood protection modules to be selected and the building shape of the flood protection modules, and the hoisting machine can fast install the flood protection module wall on the bank of the flood occurrence place, and the construction of 500 flood protection walls can be expected within 10 minutes.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110629073.7A CN113235519A (en) | 2021-06-07 | 2021-06-07 | Method for rapidly coping through type breach of dam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202110629073.7A CN113235519A (en) | 2021-06-07 | 2021-06-07 | Method for rapidly coping through type breach of dam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN113235519A true CN113235519A (en) | 2021-08-10 |
Family
ID=77136875
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202110629073.7A Pending CN113235519A (en) | 2021-06-07 | 2021-06-07 | Method for rapidly coping through type breach of dam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN113235519A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113502781A (en) * | 2021-08-20 | 2021-10-15 | 中印恒盛(北京)贸易有限公司 | Method for repairing old river channel and maintaining middle-long term river channel |
Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020024859A (en) * | 2000-09-27 | 2002-04-03 | 염병대 | Temporary levee protector for repairing underwater structure and installation method for the levee |
CN2928945Y (en) * | 2006-08-11 | 2007-08-01 | 林熹 | Anti-flood wall block |
CN201405409Y (en) * | 2009-04-24 | 2010-02-17 | 上海舒平精工机械有限公司 | Vacuum adsorption working bench |
KR20100042725A (en) * | 2008-10-17 | 2010-04-27 | 이성산업 (주) | Vaccum suction typic forming apparatus for manufacturing a panel shaped core having honeycomb structure and method for manufacturing the panle shaped core using the forming apparatus |
US20110033242A1 (en) * | 2009-08-06 | 2011-02-10 | Steele Flood Stop System Llc | Modular-unit floodwall system |
CN102995604A (en) * | 2012-11-16 | 2013-03-27 | 尤柄澄 | Water plugging bag for flood control |
CN205975492U (en) * | 2016-08-22 | 2017-02-22 | 曾彬 | Dykes and dams flood control device |
CN106436638A (en) * | 2016-10-31 | 2017-02-22 | 顾新华 | Superposition type city anti-flood wall capable of being built fast and method |
CN107938597A (en) * | 2017-12-21 | 2018-04-20 | 南京工业大学 | Portable L-type automatic water storage type composite material flood control harden structure |
CN207944425U (en) * | 2018-01-17 | 2018-10-09 | 华川建设集团有限公司 | Municipal works flood protection device |
CN209285343U (en) * | 2018-08-08 | 2019-08-23 | 宁波史河机器人科技有限公司 | Clean robot |
CN213268456U (en) * | 2020-09-01 | 2021-05-25 | 深圳五联建设工程有限公司 | Light fitment wall |
-
2021
- 2021-06-07 CN CN202110629073.7A patent/CN113235519A/en active Pending
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20020024859A (en) * | 2000-09-27 | 2002-04-03 | 염병대 | Temporary levee protector for repairing underwater structure and installation method for the levee |
CN2928945Y (en) * | 2006-08-11 | 2007-08-01 | 林熹 | Anti-flood wall block |
KR20100042725A (en) * | 2008-10-17 | 2010-04-27 | 이성산업 (주) | Vaccum suction typic forming apparatus for manufacturing a panel shaped core having honeycomb structure and method for manufacturing the panle shaped core using the forming apparatus |
CN201405409Y (en) * | 2009-04-24 | 2010-02-17 | 上海舒平精工机械有限公司 | Vacuum adsorption working bench |
US20110033242A1 (en) * | 2009-08-06 | 2011-02-10 | Steele Flood Stop System Llc | Modular-unit floodwall system |
CN102995604A (en) * | 2012-11-16 | 2013-03-27 | 尤柄澄 | Water plugging bag for flood control |
CN205975492U (en) * | 2016-08-22 | 2017-02-22 | 曾彬 | Dykes and dams flood control device |
CN106436638A (en) * | 2016-10-31 | 2017-02-22 | 顾新华 | Superposition type city anti-flood wall capable of being built fast and method |
CN107938597A (en) * | 2017-12-21 | 2018-04-20 | 南京工业大学 | Portable L-type automatic water storage type composite material flood control harden structure |
CN207944425U (en) * | 2018-01-17 | 2018-10-09 | 华川建设集团有限公司 | Municipal works flood protection device |
CN209285343U (en) * | 2018-08-08 | 2019-08-23 | 宁波史河机器人科技有限公司 | Clean robot |
CN213268456U (en) * | 2020-09-01 | 2021-05-25 | 深圳五联建设工程有限公司 | Light fitment wall |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113502781A (en) * | 2021-08-20 | 2021-10-15 | 中印恒盛(北京)贸易有限公司 | Method for repairing old river channel and maintaining middle-long term river channel |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103741725B (en) | A kind of immersed tube tunnel final joint and bank is dry makes construction method | |
CN113235519A (en) | Method for rapidly coping through type breach of dam | |
CN111042120A (en) | High-sensitivity anti-skid bored pile foundation for soft soil area and construction method of high-sensitivity anti-skid bored pile foundation | |
CN110952533A (en) | Underwater anti-slip bored pile foundation and construction method thereof | |
WO2021248872A1 (en) | Method for determining safe thickness of side wall in karst area of foundation pit, and grouting device | |
CN113250138A (en) | Flood control module device capable of being spliced quickly | |
CN106436717A (en) | Impervious curtain river-near foundation pit adopting dewatering wells and design method | |
CN113882322B (en) | Intelligent water stopping method for repairing underwater concrete damaged dry chamber | |
CN105696612B (en) | Suitable for the assembled drainage of foundation pit and protection system of industrialized production | |
CN212001207U (en) | Foundation ditch stagnant water precipitation's structure | |
CN211816350U (en) | Structure for controlling diving, water stopping and water lowering | |
CN214993980U (en) | Deep foundation pit sewage discharging device | |
CN114658018A (en) | Water lowering and draining method combining water conservancy project foundation pit and pipe well with light well point | |
CN210482395U (en) | Basement drainage blind ditch | |
CN211547778U (en) | Centralized drainage system for water burst of subway station deep foundation pit step-by-step excavation | |
WO2016038942A1 (en) | Structure for preventing submersion of seismic base isolated building | |
CN106088157A (en) | Eclipsed form arranges recirculated water concrete duct manhole shaft and inspection method thereof | |
CN111206624A (en) | Pressure-reducing anti-floating structure for underground construction/structure and construction method | |
CN205975686U (en) | Circulating water concrete duct inspection manhole is arranged to eclipsed form | |
CN105714838B (en) | Recyclable drainage of foundation pit and protection system can be assembled | |
CN220746977U (en) | Foundation pit plugging water-stopping precipitation system | |
CN105887901B (en) | Suitable for the assembled drainage of foundation pit of industrialized production and the construction method of protection system | |
CN212641530U (en) | A prevention come-up device for underground space construction | |
CN218204507U (en) | A well plugging device for foundation ditch precipitation well | |
CN210484219U (en) | Novel full-automatic precipitation pump |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination |