CN105780723A - Flood storage type ecological embankment - Google Patents
Flood storage type ecological embankment Download PDFInfo
- Publication number
- CN105780723A CN105780723A CN201510225788.0A CN201510225788A CN105780723A CN 105780723 A CN105780723 A CN 105780723A CN 201510225788 A CN201510225788 A CN 201510225788A CN 105780723 A CN105780723 A CN 105780723A
- Authority
- CN
- China
- Prior art keywords
- ecological
- flood
- embankment
- water storage
- revetment
- 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
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The invention belongs to the technical field of water conservancy embankments and particularly relates to a flood storage type ecological embankment. Primarily, the flood storage type ecological embankment not only has the flood control function as a traditional embankment, but also has the floor storage function and the flood detention and drought release functions, so that the floor resource is saved, and environmental protection is achieved. The flood storage type ecological embankment comprises an embankment body, and an ecological type revetment is arranged outside the embankment body. The ecological type revetment is mainly composed of a first ecological protection slope, a second ecological protection slope and a third ecological protection slope which are arranged from top to bottom in a stepped mode. A riding track is arranged between the first ecological protection slope and the second ecological protection slope. A water storage breakwater core erected with a truss structure is arranged inside the embankment body. The flood storage type ecological embankment is simple and applicable, the ecological function of the embankment is greatly improved, and the flood storage type ecological embankment is beneficial for protecting the ecological development and maintaining the ecological equilibrium.
Description
Technical field
The invention belongs to water conservancy levee system technical field；Particularly relate to a kind of flood storage formula ecological embankment.
Background technology
nullTraditional urban river dike construct，People stress to supply water、Flood control、The diversified economy requirement of shipping，Economic benefit and the social benefit substantially pursued，Less consideration to play the natural, ecological in river、Rest and entertainment、The ecological functions such as view，Dike construct is only reinforce embankment、Cut out curved value、Build the non-environmental engineerings such as groynes，But urban river Flow-rate adjustment and river course tradition shore protection are formed and are interrupted on stream structure and intercept by the mankind，Change the moisture between river course and riverbank and mass exchange，After riverbank is hardened，Surface, original riverbank is closed，Make river course and riverbank isolation，The relation of soil and water body is every splitting，Completely cut off the biology in river course、Microorganism contacts with the earth，River ecological gallery filtration, purification effect will lack，Water quality will decline，The whole machine balancing making river ecosystem is destroyed，Then flood storage formula ecological embankment technology is just arisen at the historic moment，Flood storage formula ecological embankment not only has flooding action，And can water-retention、Flood detention is mended withered、Realize flood-water resources utilization etc..
Summary of the invention
The goal of the invention of the present invention is:
It is primarily to the ecological embankment that a kind of flood storage formula is provided, not only takes into account tradition dyke flood control function, and there is flood storage, the flood detention withered function of benefit, make flood resource energy-saving, environmental protection.
The summary of the invention of the present invention is:
Provide a kind of flood storage formula ecological embankment, the outside of levee body is provided with ecology typed bank revetment, this ecology typed bank revetment is mainly made up of stepped top-down ecological revetment one, ecological revetment two and ecological revetment three, is provided with packway between ecological revetment one and ecological revetment two.nullThe water storage dike heart setting up truss structure it is provided with in ecological revetment，Permeable formation body one it is provided with between ecological revetment two and ecological revetment three，Permeable formation body one is directly connected with the bottom of the water storage dike heart，Adjacent bank upper lateral part at the water storage dike heart is provided with the permeable formation body two being connected with soil horizon，The air valve pipeline being connected with the external world it is provided with at the top of the water storage dike heart，The flood diversion water inlet duct of the water storage dike heart and external ecology bank protection is connected on the top of the water storage dike heart and being provided with the corresponding position of ecological revetment one section，Bottom end at the water storage dike heart is provided with sand discharge lock，Described permeable formation body is mainly considered material by different-grain diameter sandstone and is constituted，The maximum particle diameter of sandstone filtrate is 40mm，Minimum grain size is 5mm，Wherein the particle diameter of 25～40mm content is no less than 50%，The number of the described water storage dike heart is N number of along soil horizon horizontally set，N is be more than or equal to 1，And it is provided with barrier wall between two adjacent water storage dike hearts.
The invention has the beneficial effects as follows:
Greatly improve the ecological functions of dyke, and be of value to protecting ecology development, maintaining ecological balance so that tradition dyke flood control function not only taken into account by dyke, and has flood storage, the flood detention withered function of benefit, makes flood resource energy-saving, environmental protection.
Accompanying drawing explanation
Fig. 1 is the cross section structure schematic diagram of the flood storage dyke of the present invention；
Fig. 2 is the vertical section structure schematic diagram of the flood storage dyke of the present invention.
In figure；1 is the water storage dike heart；2 is permeable formation body two；3 is air valve pipeline；4 is flood diversion water inlet duct；5 is ecological revetment one；6 is packway；7 is ecological revetment two；8 is permeable formation body one；9 is ecological revetment three；10 is truss structure；11 is levee body；12 is barrier wall；13 is sand discharge lock.
Detailed description of the invention
Below in conjunction with accompanying drawing, the specific embodiment of the present invention is described in detail.
nullAs shown in Fig. 1～2，Provide a kind of flood storage formula ecological embankment，The outside of levee body 11 is provided with ecology typed bank revetment，This ecology typed bank revetment mainly has stepped top-down ecological revetment 1、Ecological revetment 27 and ecological revetment 39 composition，Packway 6 it is provided with between ecological revetment 1 and ecological revetment 27，It is internally provided with the water storage dike heart 1 setting up truss structure 10 at levee body，Permeable formation body 1 it is provided with between ecological revetment 27 and ecological revetment 39，Permeable formation body 1 is directly connected with the bottom of the water storage dike heart 1，Adjacent bank upper lateral part at the water storage dike heart 1 is provided with the permeable formation body 22 being connected with soil horizon，The air valve pipeline 3 being connected with the external world it is provided with at the top of the water storage dike heart 1，The flood diversion water inlet duct 4 of the water storage dike heart and external ecology bank protection is connected on the top of the water storage dike heart and being provided with ecological revetment one fragment position corresponding section，Bottom end at the water storage dike heart 1 is provided with sand discharge lock 13，Described permeable formation body is mainly considered material by different-grain diameter sandstone and is constituted，The maximum particle diameter of sandstone filtrate is 40mm，Minimum grain size is 5mm，Wherein the particle diameter of 25～40mm content is no less than 50%.The number of the described water storage dike heart 1 is N number of along soil horizon horizontally set, N is be more than or equal to 1, and it is provided with barrier wall 12 between two adjacent water storage dike hearts, the technical side that invention is taked includes ecological slope protection and inner chamber water-storing device system two large divisions, for ecological slope protection, consider that dyke side near water can be divided into only pool, interim pool excessively and long-term region, pool three excessively, the ecological revetment I of three types is devised with reference to existing ecological vestige, II, III, it is respectively suitable for the only pool of dyke side near water, interim pool excessively and long-term pool excessively, code requirement according to dyke side zones of different near water, applicable elements and concrete regimen, ecological revetment I can be selected for: tapetum fibrosum type bank protection of putting more energy into, cellular grid grass planting bank protection or hydraulic sprinkle grass planting bank protection；Ecological revetment II can be selected for: geotechnique's gauze pad grass planting bank protection, tape planting bank protection or environmental gabion casing bank protection；Ecological revetment III can be selected for: net gabion structure ecological revetment, vegetation type eco-concrete bank protection or porous structure bank protection, in concrete design and construction are built, should according to design principles such as the hydraulic stability principles of ecological embankment construction, the bank protection kind adapted with it is selected, to meet the requirement of the conventional needs such as dike prevention slope flood control anti-impact and side slope and whole river channel ecology balance according to local circumstance and concrete river course.
Claims (5)
1. a flood storage formula ecological embankment, the outside of levee body is provided with ecology typed bank revetment, it is characterized in that: this ecology typed bank revetment mainly has stepped top-down ecological revetment one, ecological revetment two and ecological revetment three form, it is provided with packway between ecological revetment one and ecological revetment two, it is internally provided with the water storage dike heart setting up truss structure at levee body, permeable formation body one it is provided with between ecological revetment two and ecological revetment three, permeable formation body one is directly connected with the bottom of the water storage dike heart, adjacent bank upper lateral part at the water storage dike heart is provided with the permeable formation body two being connected with soil horizon, the air valve pipeline being connected with the external world it is provided with at the top of the water storage dike heart.
2. flood storage formula ecological embankment according to claim 1, it is characterised in that: the flood diversion water inlet duct of the water storage dike heart and external ecology bank protection is connected on the top of the water storage dike heart and being provided with the corresponding position of ecological revetment one section.
3. flood storage formula ecological embankment according to claim 1, it is characterised in that: the bottom end at the water storage dike heart is provided with sand discharge lock.
4. flood storage formula ecological embankment according to any one of claim 1 to 3, it is characterized in that: described permeable formation body is mainly considered material by different-grain diameter sandstone and constituted, the maximum particle diameter of sandstone filtrate is 40mm, and minimum grain size is 5mm, and wherein the particle diameter of 25～40mm content is no less than 50%.
5. flood storage formula ecological embankment according to any one of claim 1 to 4, it is characterised in that: the number of the described water storage dike heart is N number of along soil horizon horizontally set, and N is be more than or equal to 1, and is provided with barrier wall between two adjacent water storage dike hearts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510225788.0A CN105780723B (en) | 2015-05-06 | 2015-05-06 | A kind of flood storage formula ecological embankment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510225788.0A CN105780723B (en) | 2015-05-06 | 2015-05-06 | A kind of flood storage formula ecological embankment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105780723A true CN105780723A (en) | 2016-07-20 |
| CN105780723B CN105780723B (en) | 2017-09-19 |
Family
ID=56389823
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510225788.0A Expired - Fee Related CN105780723B (en) | 2015-05-06 | 2015-05-06 | A kind of flood storage formula ecological embankment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105780723B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700425A (en) * | 2017-11-23 | 2018-02-16 | 中国电建集团成都勘测设计研究院有限公司 | City river armored concrete shore protection |
| CN110374055A (en) * | 2019-08-08 | 2019-10-25 | 金庆波 | Water conservancy protective slope structure |
| CN115821849A (en) * | 2023-02-14 | 2023-03-21 | 广东河海工程咨询有限公司 | Ecological embankment with intelligent monitoring system |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5725326A (en) * | 1995-02-09 | 1998-03-10 | Van Den Noort; Johann Heinrich Reindert | Movable dam |
| CN1245236A (en) * | 1998-08-15 | 2000-02-23 | 刘天球 | Movable water retaining and accumulating wall |
| CN2869121Y (en) * | 2006-01-05 | 2007-02-14 | 陈明水 | Flood control-discharge dyke-dam |
| CN103306240A (en) * | 2013-06-14 | 2013-09-18 | 鞍钢集团矿业公司 | Structure and constructing method of impermeable dam provided with dry type tailing sand discharging base |
| CN204097966U (en) * | 2014-09-23 | 2015-01-14 | 浙江水利水电学院 | Ecological riverway bank protection catch basin |
| CN104563060A (en) * | 2014-12-31 | 2015-04-29 | 广州市市政工程设计研究院 | Embankment integrating functions of river closure, regulation and storage flood drainage as well as method for improving water environment |
| CN204703125U (en) * | 2015-05-06 | 2015-10-14 | 华北水利水电大学 | A kind of flood storage formula ecological embankment |
-
2015
- 2015-05-06 CN CN201510225788.0A patent/CN105780723B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5725326A (en) * | 1995-02-09 | 1998-03-10 | Van Den Noort; Johann Heinrich Reindert | Movable dam |
| CN1245236A (en) * | 1998-08-15 | 2000-02-23 | 刘天球 | Movable water retaining and accumulating wall |
| CN2869121Y (en) * | 2006-01-05 | 2007-02-14 | 陈明水 | Flood control-discharge dyke-dam |
| CN103306240A (en) * | 2013-06-14 | 2013-09-18 | 鞍钢集团矿业公司 | Structure and constructing method of impermeable dam provided with dry type tailing sand discharging base |
| CN204097966U (en) * | 2014-09-23 | 2015-01-14 | 浙江水利水电学院 | Ecological riverway bank protection catch basin |
| CN104563060A (en) * | 2014-12-31 | 2015-04-29 | 广州市市政工程设计研究院 | Embankment integrating functions of river closure, regulation and storage flood drainage as well as method for improving water environment |
| CN204703125U (en) * | 2015-05-06 | 2015-10-14 | 华北水利水电大学 | A kind of flood storage formula ecological embankment |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700425A (en) * | 2017-11-23 | 2018-02-16 | 中国电建集团成都勘测设计研究院有限公司 | City river armored concrete shore protection |
| CN110374055A (en) * | 2019-08-08 | 2019-10-25 | 金庆波 | Water conservancy protective slope structure |
| CN115821849A (en) * | 2023-02-14 | 2023-03-21 | 广东河海工程咨询有限公司 | Ecological embankment with intelligent monitoring system |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105780723B (en) | 2017-09-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204703125U (en) | A kind of flood storage formula ecological embankment | |
| CN202099776U (en) | Landscape matching system for comprehensive city watercourse improvement | |
| CN208533453U (en) | A kind of gabion type landscape revetment conducive to urban water-body reparation | |
| CN103526717A (en) | Binjiang touring type wetland revegetation mode structure | |
| CN201190286Y (en) | Hydraulic engineering ecological protection slope | |
| CN204498610U (en) | Saline land desalting system | |
| CN105780723A (en) | Flood storage type ecological embankment | |
| CN202989856U (en) | Ecological riverway system of hydraulic engineering | |
| CN103088787A (en) | Construction method of ecological river bank | |
| CN103821108B (en) | Vegetation type cement building block prefabricating and using method for water bank economic protection | |
| CN207193879U (en) | A kind of embedding careless brick revetment structure of novel ecological | |
| CN203795375U (en) | Mutual-nesting type ecological building block | |
| CN208594529U (en) | A kind of ecology bank protection | |
| CN204589918U (en) | A kind of vegetation form cellular concrete prefabricated section of groove structure | |
| CN209873714U (en) | River bank protection structure for urban mountain area | |
| CN102002927B (en) | Compound mud-rock flow discharge and guide trough | |
| CN208533454U (en) | A kind of novel ecological landscape revetment | |
| CN204753488U (en) | Ecological friendly type spur dike of city river | |
| CN209482259U (en) | It is a kind of to cross water landscape earth dam structure | |
| CN209619938U (en) | Ecological revetment structure | |
| CN114481937A (en) | Building facility for comprehensive prevention and control of seawater intrusion and building facility configuration method | |
| CN105155469B (en) | A kind of modularization ecology backwater shore protection device | |
| CN210482182U (en) | Double-river structure for constructing ecological circulating water system | |
| CN208586551U (en) | A kind of dam crest overflow lattice guest's structure ecological storage dam | |
| CN201962646U (en) | Ecological sandy soil dike structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170919 Termination date: 20200506 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |