CN106284378A - A kind of Canal in Loess Area side slope soil and water conservation method - Google Patents
A kind of Canal in Loess Area side slope soil and water conservation method Download PDFInfo
- Publication number
- CN106284378A CN106284378A CN201610782866.1A CN201610782866A CN106284378A CN 106284378 A CN106284378 A CN 106284378A CN 201610782866 A CN201610782866 A CN 201610782866A CN 106284378 A CN106284378 A CN 106284378A
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- Prior art keywords
- soil property
- slope
- organic soil
- bed course
- sand bed
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Cultivation Of Plants (AREA)
Abstract
The invention discloses a kind of Canal in Loess Area side slope soil and water conservation method, relate to Geological Engineering technical field.Loess slope is transform as step-like; the platform of step is laid sand bed course, organic soil property and bank protection linked network the most successively; and in organic soil property in bank protection linked network space, plant the plant of well developed root system; the side slope of ledge structure is conducive to the Stability Analysis of Structures of side slope; sand bed course is conducive to the transfer of moisture content in the body of slope; set bank protection linked network on organic soil property upper berth and planting plants is beneficial to protect organic soil property, it is to avoid by rain drop erosion.
Description
Technical field
The present invention relates to Geological Engineering technical field, particularly to a kind of Canal in Loess Area side slope soil and water conservation method.
Background technology
Along with society development, the Quality advance of people's life, travel, spending a holiday becomes people and live indispensable one
Part, travels, more options of spending a holiday are in picturesque mountain area, thus drives the development in mountain area, and the development in mountain area is the most over the ground
The transformation of shape landforms, produces many side slopes, and slope of highway is particularly evident.The bare side sloping that exploitation massif causes, side slope soil property is held
It is easy to run off, under rain drop erosion, erosion, cave-in accident easily occurs, be unfavorable for that landscape effect is harmonious simultaneously, therefore need side slope water
Soil keeps ecological afforestation.
Summary of the invention
Embodiments provide a kind of Canal in Loess Area side slope soil and water conservation method, in order to solve existence in prior art
Problem.
A kind of Canal in Loess Area side slope soil and water conservation method, comprises the following steps:
Being transform as by loess slope step-like, form multiple platform and multiple slope, the width of each described platform is 1.5
～2 meters, the height on each described slope is 3～5 meters, and angle of inclination is 30 °～60 °；
Each described platform is offered groove, and lays sand bed course at described bottom portion of groove；
It is provided with machine soil property on described sand bed course upper berth；
Described organic soil property hangs bank protection linked network, and in organic soil property in described bank protection linked network space, plants root system
Flourishing plant.
Preferably, each described platform has the gradient of 5 ‰, and towards the described slopes of lower.
Preferably, the thickness of described sand bed course is 10～15 centimetres, and the thickness of described organic soil property is 30 centimetres.
Preferably, after described sand bed course upper berth sets described organic soil property, also described organic soil property is compacted, pressure
Solidity is 0.75～0.85.
Preferably, described organic soil property is mixed to form by loess and the organic matter obtained when offering described groove.
Preferably, described bank protection linked network is three dimensional network.
In the embodiment of the present invention, a kind of Canal in Loess Area side slope soil and water conservation method, transform as step-like by loess slope,
Sand bed course, organic soil property and bank protection linked network, and having in bank protection linked network space is laid the most successively on the platform of step
Planting the plant of well developed root system in machine soil property, the side slope of ledge structure is conducive to the Stability Analysis of Structures of side slope, and sand bed course is conducive to
The transfer of moisture content in the body of slope, sets bank protection linked network on organic soil property upper berth and planting plants is beneficial to protect organic soil property, it is to avoid by rain
Water washes away.
Accompanying drawing explanation
In order to be illustrated more clearly that inventive embodiments of the present invention or technical scheme of the prior art, below will be to embodiment
Or the required accompanying drawing used is briefly described in description of the prior art, it should be apparent that, the accompanying drawing in describing below is only
It is some embodiments of inventing of the present invention, for those of ordinary skill in the art, in the premise not paying creative work
Under, it is also possible to other accompanying drawing is obtained according to these accompanying drawings.
The design sketch of a kind of Canal in Loess Area side slope soil and water conservation method that Fig. 1 provides for the embodiment of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is carried out clear, complete
Describe, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments wholely.Based on
Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under not making creative work premise
Embodiment, broadly falls into the scope of protection of the invention.
With reference to Fig. 1, the invention provides a kind of Canal in Loess Area side slope soil and water conservation method, comprise the following steps:
Step 100, transform as step-like by loess slope, forms multiple platform 200 and multiple slope 210, so that side slope
Stability Analysis of Structures, and slow down the flowing of rainwater in side slope, the width of each described platform 200 is 1.5～2 meters, each described tiltedly
The height on slope 210 is 3～5 meters, and angle of inclination is 30 °～60 °, and in the present embodiment, each described platform 200 has 5 ‰
The gradient, and tilt towards the described slope 210 of lower, the discharge of rainwater on the most described platform 200；
Step 110, offers groove on each described platform 200, and lays sand bed course 201 at described bottom portion of groove,
In the present embodiment, the thickness of described sand bed course 201 is 10～15 centimetres, and described sand bed course 201 is conducive to water in side slope
Point discharge slope body, it is to avoid landslide, the generation of the disaster such as avalanche；
Step 120, is equipped with machine soil property 202 on described sand bed course 201, and presses described organic soil property 202
Real, compactness is 0.75～0.85, and in the present embodiment, the thickness of described organic soil property 202 is 30 centimetres, and it is described by offering
The loess and the organic matter that obtain during groove are mixed to form；
Step 130, hangs bank protection linked network 203 in described organic soil property 202, and in described bank protection linked network 203 space
Planting the plant of well developed root system in organic soil property, in the present embodiment, described bank protection linked network 203 is three dimensional network, i.e. has certain
The net of thickness.Hanging bank protection linked network 203 on described platform 200, protection side slope avoids washing away thus provides side slope monolithic stability
Property, grass or the vegetation of planting well developed root system in organic soil property 202 are afforested, and reach the purpose of greening, and root system increases
The coefficient of stability of the soil body.
It is understood that it is also possible that state sand bed course 201, organic soil property 202 and bank protection linked network 203 to be laid on institute
State on slope 210, to reach more preferable soil and water conservation effect.
Although preferred embodiments of the present invention have been described, but those skilled in the art once know basic creation
Property concept, then can make other change and amendment to these embodiments.So, claims are intended to be construed to include excellent
Select embodiment and fall into all changes and the amendment of the scope of the invention.
Obviously, those skilled in the art can carry out various change and the modification essence without deviating from the present invention to the present invention
God and scope.So, if these amendments of the present invention and modification belong to the scope of the claims in the present invention and equivalent technologies thereof
Within, then the present invention is also intended to comprise these change and modification.
Claims (6)
1. a Canal in Loess Area side slope soil and water conservation method, it is characterised in that comprise the following steps:
Being transform as by loess slope step-like, form multiple platform and multiple slope, the width of each described platform is 1.5～2
Rice, the height on each described slope is 3～5 meters, and angle of inclination is 30 °～60 °；
Each described platform is offered groove, and lays sand bed course at described bottom portion of groove；
It is provided with machine soil property on described sand bed course upper berth；
Described organic soil property hangs bank protection linked network, and in organic soil property in described bank protection linked network space, plants well developed root system
Plant.
2. the method for claim 1, it is characterised in that each described platform has the gradient of 5 ‰, and towards lower
Described slopes.
3. the method for claim 1, it is characterised in that the thickness of described sand bed course is 10～15 centimetres, described in have
The thickness of machine soil property is 30 centimetres.
4. the method for claim 1, it is characterised in that after described sand bed course upper berth sets described organic soil property, also
Being compacted described organic soil property, compactness is 0.75～0.85.
5. method as claimed in claim 4, it is characterised in that described organic soil property is by the loess obtained when offering described groove
And organic matter is mixed to form.
6. the method for claim 1, it is characterised in that described bank protection linked network is three dimensional network.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610782866.1A CN106284378A (en) | 2016-08-30 | 2016-08-30 | A kind of Canal in Loess Area side slope soil and water conservation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610782866.1A CN106284378A (en) | 2016-08-30 | 2016-08-30 | A kind of Canal in Loess Area side slope soil and water conservation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106284378A true CN106284378A (en) | 2017-01-04 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610782866.1A Pending CN106284378A (en) | 2016-08-30 | 2016-08-30 | A kind of Canal in Loess Area side slope soil and water conservation method |
Country Status (1)
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| CN (1) | CN106284378A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759399A (en) * | 2017-01-16 | 2017-05-31 | 河南工程学院 | A kind of side slope vegetation ecological recovery system and method |
| CN107339107A (en) * | 2017-06-27 | 2017-11-10 | 华能伊敏煤电有限责任公司 | Treatment method for greening step slope of strip mine refuse dump |
| CN108605687A (en) * | 2018-05-09 | 2018-10-02 | 宜昌景峰园林工程有限公司 | A kind of method of sand ground water and soil conservation |
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| JP2004263442A (en) * | 2003-03-03 | 2004-09-24 | Fukuho Concrete Kogyo Kk | Method of manufacture of masonry block for greening and masonry block for greening |
| CN201343732Y (en) * | 2009-01-15 | 2009-11-11 | 四川省交通厅交通勘察设计研究院 | Ecological protection structure with side slope |
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| JP2004263442A (en) * | 2003-03-03 | 2004-09-24 | Fukuho Concrete Kogyo Kk | Method of manufacture of masonry block for greening and masonry block for greening |
| CN201343732Y (en) * | 2009-01-15 | 2009-11-11 | 四川省交通厅交通勘察设计研究院 | Ecological protection structure with side slope |
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| 俞立萍等: "浅谈路堑边坡设计与边坡防护设计", 《辽宁交通科技》 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759399A (en) * | 2017-01-16 | 2017-05-31 | 河南工程学院 | A kind of side slope vegetation ecological recovery system and method |
| CN106759399B (en) * | 2017-01-16 | 2018-12-21 | 河南工程学院 | A kind of side slope vegetation ecological recovery system and method |
| CN107339107A (en) * | 2017-06-27 | 2017-11-10 | 华能伊敏煤电有限责任公司 | Treatment method for greening step slope of strip mine refuse dump |
| CN108605687A (en) * | 2018-05-09 | 2018-10-02 | 宜昌景峰园林工程有限公司 | A kind of method of sand ground water and soil conservation |
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| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information | ||
| CB03 | Change of inventor or designer information |
Inventor after: Xie Wanli Inventor after: Li Dongming Inventor after: Wei Baomin Inventor before: Li Dongming Inventor before: Xie Wanli |
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170104 |