CN204530606U - A kind of Controlling Debris Flow system based on waterpower purge source - Google Patents
A kind of Controlling Debris Flow system based on waterpower purge source Download PDFInfo
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- CN204530606U CN204530606U CN201520127406.6U CN201520127406U CN204530606U CN 204530606 U CN204530606 U CN 204530606U CN 201520127406 U CN201520127406 U CN 201520127406U CN 204530606 U CN204530606 U CN 204530606U
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Abstract
The utility model provides a kind of Controlling Debris Flow system removing loose material based on waterpower.This system comprises high-pressure water jet subsystem, row leads facility, interception filtration facility, backwater facility etc., and wherein, high-pressure water jet subsystem mainly comprises clear water reserviors, pumping plant, water transfer facility, giant etc.Principle of the present utility model is to wash away by the energy of high-pressure water jet the slope ditch rickle forming mud-rock flow thing source, and will flow to mud-rock flow coombe under hydraulic action; Facility is led by the row of setting in mud-rock flow coombe, make mud mixture can along ditch and under be transported to bottom of trench, arrange interception filtration facility at bottom of trench to carry out interception to mud mixture and filter and make mud-water separation, by solid interception with precipitate and then carry out renovation and utilization to it again or mechanical transport mode transports out of, the water filtered out is transmitted back to after treatment again high-pressure water jet flushing system water source place and recycles or directly drain.The utility model realizes the Controlling Debris Flow effect of efficient, safety, environmental protection and economy.
Description
Technical field
The utility model relates to a kind of Controlling Debris Flow system, particularly a kind of Controlling Debris Flow system based on waterpower purge source.
Background technology
Mud-rock flow be along natural slope or pressure slope flowing loose earth and water, gas mixture, often occur in small watershed in mountain, it is a kind of solid-liquid-gas three phase fluid comprising a large amount of silt stone and boulder, in stickiness laminar flow or the motion state such as rare property turbulent flow, be a kind of Regional Distribution wide, break out the geological hazards in mountainous area that frequent, crushing strong, the rate of causing disaster does.
Three large essential condition and thing source, water source and groove gradients of debris flow formation.Thing source, namely abundant bulk solid mass, be the basis of debris flow formation, its character directly affects the formation of mud-rock flow, and its quantity also directly affects type and the frequency of mud-rock flow.Water source is the shooting condition of mud-rock flow, and the water source of mud-rock flow is mainly heavy rain, glacier ice-melt and flood due to dam-break, and wherein topmost water source is rainfall, and rainfall is by prophase programming and the formation exciting precipitation affects mud-rock flow.The energy condition that groove gradient provides mud-rock flow to produce, generally speaking, the favourable gradient that mud-rock flow starts is at 15 °-30 °.
For formation condition, Controlling Debris Flow mainly comprises: hillside is renovated, cheuch is renovated and the regulation of accumulation area.In the regulation of hillside, the river harnessing ideas for thing source is generally to be reinforced or removes.The reinforcement measure of loose material is generally several classes such as bolt-spary supports, lattice bank protection, stone paving, gabion bank protection, rock revetment, facing wall and slope vegetation protection.The removing of loose material mainly refers to adopt the method for mechanical equivalent of light excavation removed by loose material and transport out of, and is mainly used in the Controlling Debris Flow that some are small, or supplements as the one of reinforcement measure.
Generally speaking, there is following problem in existing Controlling Debris Flow method: 1, the engineering scale of construction is huge, and manpower and materials expend greatly, and engineering cost is high; 2, topographic and geologic condition is poor, constructional difficulties; 3, comparatively overall situation is caused to destroy.
Summary of the invention
The utility model provides a kind of Controlling Debris Flow system removing loose material based on waterpower.This system comprises high-pressure water jet subsystem, row leads facility, interception filtration facility, backwater facility etc.The cardinal principle of the Controlling Debris Flow system involved by the utility model is to wash away by the energy of high-pressure water jet the slope ditch rickle forming mud-rock flow thing source, then loose material and water are mixed into mud mixture, and mud mixture flow to mud-rock flow coombe under hydraulic action; Facility is led by the row of setting in mud-rock flow coombe, make mud mixture can along ditch and under be transported to bottom of trench, arrange interception filtration facility at bottom of trench to carry out interception to mud mixture and filter and make mud-water separation, by solid interception with precipitate and then carry out renovation and utilization to it again or mechanical transport mode transports out of, the water filtered out is transmitted back to after treatment again high-pressure water jet flushing system water source place and recycles or directly drain.System involved by the utility model is removed the rickle forming mud-rock flow thing source by high-pressure water jet, it is carried to bottom of trench from the Gou Wu source, slope of easily causing mud-rock flow, it is evident that, after loose material is carried to bottom of trench to its renovation and utilization also or transported out of by the mode of mechanical transport all very convenient, and after slope ditch do not have rickle, also can not there is mud-rock flow again, thus realize the Controlling Debris Flow effect of efficient, safety, environmental protection and economy.
Wherein, high-pressure water jet subsystem mainly comprises clear water reserviors, pumping plant, water transfer facility, giant etc.
Wherein, the high-pressure water jet subsystem of clear water reserviors involved by the utility model provides water source.
Wherein, pumping plant refers to that the high-pressure water jet subsystem water used involved by the utility model carries out pressurization lifting.
Wherein, water transfer facility refers to the facility high-pressure water jet subsystem water used involved by the utility model being delivered to presumptive area.
Wherein, giant refers to the high-pressure water jet subsystem high-pressure water jet launch facility involved by the utility model.Further, giant should comprise following parts: (1) produces jet and ensures the parts of jet quality, as nozzle, flow straightener, pipeline etc. by current; (2) ensure that jet makes parts that are vertical and horizontal rotation motion, as swivel coupling and operating means etc.; (3) basic element of character that rifle body is stablized and fixed is ensured, as base etc.Further, according to the difference of actual condition, the flow of giant, corresponding nozzle and jet effective range also can be different.
Wherein, row leads facility and refers to that loose material is after being washed away by water under high pressure and be mixed into mud mixture with water, mud mixture is arranged to the interception filtration facility of leading to make it be transported to and be arranged on ditch bottom.Preferably, row leads facility Combining with terrain physical features, and by existing coombe or domaticly carry out transformation and form.
Wherein, interception filtration facility refers to and is arranged on ditch bottom for tackling the mud mixture that flows down along ditch and by its sedimentation and filtration, thus realizes mud-water separation.
Wherein, backwater facility refers to that the water treatment that interception filtration facility filters out then is transported to clear water reserviors to be re-used.
It should be noted that, so-called clear water reserviors, pumping plant, water transfer facility, giant, row lead facility, interception filtration facility and backwater facility, and the facility being to provide corresponding function referred to, its form there is no strict restriction.
Further, the implementation method of the Controlling Debris Flow system based on waterpower purge source involved by the utility model comprises the following steps:
One, system layout.In conjunction with the required geographical terrain geological condition administering mud-rock flow periphery, choose reasonable water source reasonable Arrangement high-pressure water jet subsystem, this system mainly comprises clear water reserviors, pumping plant, water transfer facility, giant etc., and the row of setting leads facility and carries out row and lead so that mud mixture can smooth and easyly flow down in mud-rock flow coombe, arrange interception filtration facility at bottom of trench, then appropriate design loose material removes job order.
Two, high-pressure water jet subsystem is debugged.Open high-pressure water jet subsystem, and regulate hydraulic pressure and flow velocity according to working region actual condition.
Three, operate high pressure water jet subsystem carries out sluicing.Operate high pressure hydraulic giant, aim at loose material and carry out sluicing, under high-pressure hydraulic effect, loose material can be washed and be mixed into mud mixture with water, and under hydraulic action, mud mixture enters mud-rock flow coombe and along ditch and downstream to bottom of trench.
Four, tackle filtration facility to tackle mud mixture, filter and precipitate.Mud mixture along ditch downstream to bottom of trench, and mud-water separation is realized under the effect of interception filtration facility, isolated water is directly drained or is again transmitted back to high-pressure water jet flushing system water source place after treatment and recycles, and the solid under precipitation as required or renovation and utilization or mechanical transport otherwise processed.
Preferably, mud-rock flow loose material starts cleaning from top to bottom, first clears up ditch top place loose material, finally clears up ditch bottom loose material.Certainly, in some special operation conditions, also have cleaning order from bottom to top.
Preferably, clear water reserviors are high-pressure water jet flushing system water source, and the elevation of its relative loose thing should be as far as possible higher, to provide comparatively high water head; And can be artificial constructed, also can be the existing rivers and lakes of nature etc.
Preferably, according to the difference of actual condition, the flow of giant, respective nozzle and jet effective range etc. can be different.
It should be noted that, the circulation that the removing of mud-rock flow slope ditch loose material be should be to above step is carried out, until loose material is removed complete.
It is evident that, system involved by the utility model administers mud-rock flow by using the method in waterpower purge source, and comparatively other Controlling Debris Flow method more uses manpower and material resources sparingly, and operability is stronger, and more effectively convenient, safer environmental protection.
accompanying drawing
Fig. 1, the utility model schematic diagram.
Wherein, 1, clear water reserviors, 2, pumping plant, 3, water transfer facility, 4, giant, 5, mud-rock flow thing source, 6, row leads facility, 7, interception filtration facility, 8, backwater facility.
Detailed description of the invention
Will be explained in greater detail below now a kind of preferred embodiment of the present utility model, it should be noted that, the utility model is not only limited to this kind of embodiment, on the contrary, the utility model also covers in involved right the utility model spirit and scope in various substitute modes, remodeling, equivalent way and other embodiments.
According to preferred embodiment of the present utility model, as shown in Figure 1, the utility model comprises high-pressure water jet subsystem, row leads facility 6, interception filtration facility 7, backwater facility 8 etc., and wherein high-pressure water jet subsystem is primarily of part compositions such as clear water reserviors 1, pumping plant 2, water transfer facility 3, giants 4.
The involved preferred using method of one can be:
One, system layout.In conjunction with the required geographical terrain geological condition administering mud-rock flow periphery, select water source and arrange high-pressure water jet subsystem, this system mainly comprises clear water reserviors 1, pumping plant 2, water transfer facility 3, giant 4 etc., and the row of setting leads facility 6 and carries out row and lead so that mud mixture can smooth and easyly flow down in mud-rock flow coombe, at bottom of trench, interception filtration facility 7 and backwater facility 8 are set, and backwater facility 8 is connected with clear water reserviors 1, loose material is removed job order and is designed to first clear up ditch top loose material, then start cleaning from top to bottom, finally clear up bottom of trench loose material.
Two, high-pressure water jet subsystem is debugged.Open high-pressure water jet subsystem, and regulate hydraulic pressure and flow velocity according to working region actual condition.
Three, operate high pressure water jet subsystem carries out sluicing.Operate high pressure hydraulic giant 4, aims at loose material 5 and carries out sluicing, under high-pressure hydraulic effect, loose material 5 can be washed and be mixed into mud mixture with water, under hydraulic action, mud mixture enters mud-rock flow coombe, and under row leads the dredging of facility 6, along ditch downstream to bottom of trench.
Four, tackle filtration facility 7 pairs of mud mixtures to tackle, filter and precipitate.Mud mixture along ditch downstream to bottom of trench, and mud-water separation is realized under the effect of interception filtration facility, isolated water is again transmitted back to high-pressure water jet flushing system water source place by backwater facility 8 after treatment and recycles, and the solid under precipitation is walked by mechanical transport.
After cycling debris flow valley loose material being carried out to above step, just loose material can be removed complete, mud-rock flow just can not occur not having enough thing sources situation again.
It is evident that, system involved by the utility model administers mud-rock flow by using the method in waterpower purge source, and comparatively other Controlling Debris Flow method more uses manpower and material resources sparingly, and operability is stronger, and more effectively convenient, safer environmental protection.
Claims (1)
1. remove the Controlling Debris Flow system of loose material based on waterpower for one kind, this system is led facility, interception filtration facility and backwater facility by high-pressure water jet subsystem, row and is formed, and it is characterized in that high-pressure water jet subsystem is made up of clear water reserviors, pumping plant, water transfer facility and giant.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520127406.6U CN204530606U (en) | 2015-03-05 | 2015-03-05 | A kind of Controlling Debris Flow system based on waterpower purge source |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520127406.6U CN204530606U (en) | 2015-03-05 | 2015-03-05 | A kind of Controlling Debris Flow system based on waterpower purge source |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204530606U true CN204530606U (en) | 2015-08-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520127406.6U Expired - Fee Related CN204530606U (en) | 2015-03-05 | 2015-03-05 | A kind of Controlling Debris Flow system based on waterpower purge source |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204530606U (en) |
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2015
- 2015-03-05 CN CN201520127406.6U patent/CN204530606U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150805 Termination date: 20200305 |