KR101475470B1 - Rainfall mode provision for debris flow or slope erosion flume - Google Patents

Rainfall mode provision for debris flow or slope erosion flume Download PDF

Info

Publication number
KR101475470B1
KR101475470B1 KR1020140051637A KR20140051637A KR101475470B1 KR 101475470 B1 KR101475470 B1 KR 101475470B1 KR 1020140051637 A KR1020140051637 A KR 1020140051637A KR 20140051637 A KR20140051637 A KR 20140051637A KR 101475470 B1 KR101475470 B1 KR 101475470B1
Authority
KR
South Korea
Prior art keywords
water
nozzle
rainfall
plume
frame
Prior art date
Application number
KR1020140051637A
Other languages
Korean (ko)
Inventor
정관수
정안철
김민석
Original Assignee
충남대학교산학협력단
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 충남대학교산학협력단 filed Critical 충남대학교산학협력단
Priority to KR1020140051637A priority Critical patent/KR101475470B1/en
Application granted granted Critical
Publication of KR101475470B1 publication Critical patent/KR101475470B1/en

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B1/00Equipment or apparatus for, or methods of, general hydraulic engineering, e.g. protection of constructions against ice-strains
    • E02B1/02Hydraulic models
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D33/00Testing foundations or foundation structures
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M10/00Hydrodynamic testing; Arrangements in or on ship-testing tanks or water tunnels
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M99/00Subject matter not provided for in other groups of this subclass
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N17/00Investigating resistance of materials to the weather, to corrosion, or to light
    • G01N17/002Test chambers

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Physics & Mathematics (AREA)
  • Structural Engineering (AREA)
  • Civil Engineering (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Health & Medical Sciences (AREA)
  • Paleontology (AREA)
  • Mining & Mineral Resources (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Ecology (AREA)
  • Environmental & Geological Engineering (AREA)
  • Environmental Sciences (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Revetment (AREA)

Abstract

The present invention relates to a simulation testing apparatus providing a rainfall environment of mud and stone flow or slope erosion and, more specifically, to a simulation testing apparatus providing a rainfall environment of mud and stone flow or slope erosion that is capable of testing mud and stone flow or slope erosion in an accurate rainfall environment because water is supplied to a flume only in case the water injected from an upper portion of the flume is injected at a set pressure. According to the present invention, a nozzle shield blocks a lower portion of a rainfall nozzle to be capable of being opened and closed, and thus the supply of the water injected at an early stage from the rainfall nozzle to the flume can be prevented. Accordingly, only the water having the set pressure is supplied to the flume and the testing can be performed in the accurate rainfall environment.

Description

BACKGROUND OF THE INVENTION 1. Field of the Invention [0001] The present invention relates to a rainfall-

The present invention relates to a simulated test apparatus for providing a rainfall environment of soil erosion and slope erosion, and more particularly, to a simulation test apparatus for providing a rainfall environment simulating test apparatus, The present invention relates to a simulated test apparatus for providing a rainfall environment of soil erosion and slope erosion which can be tested.

Due to the frequent occurrence of heavy rains due to recent weather events, interest and awareness about landslides and slope collapse are increasing more and more. In the summer season, due to the rainy season and heavy rains with typhoons, And landslides, resulting in deaths and massive damage to property.

The main cause of landslides occurring in Korea is locally heavy rainfall. When a lot of rain comes in a short time, the shallow soil layer on the bedrock flows down and slope erosion occurs. Soils along the valley, debris flow occurs.

The debris flow materials, which are the main constituent of the debris flow, contain several meters of boulder in very small clay particles (less than 0.002 mm) Destroy and cause many human casualties.

In recent years, there have been developed simulated test apparatuses for testing the characteristics of slope erosion and soil erosion indoors.

There is an indoor model test apparatus for simulating the flow characteristics for each type of landslide proposed in Korean Patent Registration No. 10-1195403 as a simulation apparatus of the prior art.

As shown in FIG. 1, a plurality of plumes 300 forming a path of the earths stone are formed, and the inclination angle of the plumes 300 is varied to form a test environment. The rain is simulated by spraying water through the nozzle 910 in the upper part.

Here, in order to accurately simulate the rainfall environment of the heavy rain, the injection pressure of the nozzle 910 should be set to various pressures, and the water must be uniformly sprayed at the set pressure.

Generally, since the initial pressure of the nozzle 910 is unstable, it takes a certain time until the pressure is set to a predetermined pressure.

However, in the test apparatus of the prior art, since water initially sprayed from the nozzle 910 is sprayed directly onto the plume 300, it is impossible to test the accurate rainfall environment.

Korean Patent Publication No. 10-1195403

SUMMARY OF THE INVENTION The present invention has been made in order to solve the problems of the prior art as described above, and it is an object of the present invention to provide a method and apparatus for supplying a water of a rainfall nozzle to a plume only when water sprayed from a rainfall nozzle reaches a set pressure, The present invention has been made to provide a simulated test apparatus capable of providing a rainfall environment of erosion.

Another object of the present invention is to provide a simulated test apparatus capable of simulating a flow environment of surface water due to rainfall along with a rainfall environment caused by a rainfall nozzle, and providing a rainfall environment with soil erosion and slope erosion.

According to another aspect of the present invention, there is provided a simulated test apparatus for providing a rainfall environment of a soil erosion type slope, comprising: a frame; At least one plume that is angularly coupled to the frame to provide a ramp of debris or slope erosion; A plurality of rainfall nozzles installed at an upper portion of the plume and simulating a rainfall environment while spraying water of a set pressure to the plume; And a nozzle shield which is openably and closably provided at a lower portion of the rainfall nozzle and discharges the water sprayed from the rainfall nozzle to the outside of the plume while blocking the water sprayed from the rainfall nozzle until the water sprayed from the rainfall nozzle is sprayed at a predetermined pressure .

For example, the nozzle shield is provided at a lower portion of the rainfall nozzle with a fixed end hinged to the frame, and has a free end pivoting about the hinge to open or shield the lower part of the rainfall nozzle; Guiding means for guiding the water of the rainfall nozzle blocked by the shielding of the closure plate to the outer periphery of the plume; And a locking member for detachably fixing the free end of the cover plate to the frame and locking the cover plate in a shielded state.

For example, the shielding plate may include a frame-shaped shielding plate frame hinged to the frame and making the fixed end and the free end thereof hinged together; And a shielding membrane of a waterproofing material, which is coupled to the shielding plate frame and blocks water sprayed from the rainfall nozzle.

For example, the guide means may include a drain communicating with the closure plate and draining the water of the rainfall nozzle to the outside of the plume.

In addition, the guide means may guide the water of the rainfall nozzle to the outer periphery of the plume through the inclined surface while the shielding plate shields the lower portion of the rainfall nozzle in an inclined state.

For example, the locking member may include a velcro fastener that is provided on the frame and the cover plate in male and female form, and is fixed while being coupled to each other or separated by pressing.

Alternatively, the locking member may include a latching protrusion which is provided in the frame so as to protrude and retract, and which locks the blocking plate while being caught by the free end of the blocking plate.

The locking member may further include an actuator for providing locking force to the locking projection to control locking of the locking plate while projecting and retracting the locking projection.

The nozzle shield may further include a rotating member that rotates the free end of the cover plate while providing a rotational force to the cover plate.

For example, the rotating member may include a retractor that rotates the clipping plate while pulling the free end of the clipping plate while being fixed to the frame.

The present invention may further comprise a surface water supply member for separating the rainfall nozzle and supplying water to the floum in a state adjacent to the floum to simulate the flow environment of the surface water in the soil stone.

For example, the surface water supply member may include a tubular surface water nozzle installed adjacent to the plume across the width of the plume, a plurality of drainage holes formed along an outer circumferential surface to discharge water through the drainage hole; And a sponge coupled with the surface water nozzle in a wrapped state to prevent dispersion of water discharged from the drain hole.

Since the nozzle shield shields the lower part of the rainfall nozzle so as to be able to open and close as the rain shield is provided, the water spraying at the initial injection from the rainfall nozzle can be prevented, The water can be tested by establishing an accurate rainfall environment.

Specifically, water in the rainfall nozzle is discharged to the outside of the plume while the cover plate constituting the nozzle shield rotates to shield the lower part of the rainfall nozzle, so that the water of the rainfall nozzle that is initially sprayed is not supplied to the plume, An accurate rainfall environment can be created by opening the cover when the pressure is stabilized at the set pressure.

Further, since the shielding plate is locked to the frame by the Velcro fastener or locked in the state of being caught by the engagement protrusion, the shielding plate can be fixed in a state shielding the rainfall nozzle.

Further, in the case where an actuator for projecting and retracting the locking projection is formed, the opening of the rainfall nozzle by the closure plate can be automatically performed.

Further, as the shielding plate is rotated by the retractor constituting the rotating member, the closing of the rainfall nozzle by the shielding plate can be automatically performed.

Since the sponge is wound on the surface water nozzle constituting the surface water supply member and water is discharged to the plume, the flow environment of the surface water can be simulated because the water is supplied to the plume while the water is prevented from being dispersed.

BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a block diagram showing a simulation test apparatus for soil erosion and slope erosion according to the prior art; FIG.
Fig. 2 is a schematic view showing a simulated test apparatus for providing a rainfall environment of a meteoric erosion and slope erosion according to the present invention. Fig.
3 is a perspective view showing the nozzle shield of the present invention.
4 is a front view showing a state in which a rainfall nozzle is shielded by a nozzle shield according to the present invention;
5 is an enlarged view showing another embodiment of the locking member shown in Fig.
6 is a configuration diagram showing a surface water supply member of the present invention;

Hereinafter, embodiments of the present invention will be described in more detail with reference to the accompanying drawings. In the following description of the present invention, a detailed description of known functions and configurations incorporated herein will be omitted.

2 is a block diagram of a simulated test apparatus for providing a rainfall environment of a soil erosion and slope erosion according to the present invention. The simulated test apparatus includes a frame 100, a plume 200, a rainfall nozzle 300 and a nozzle shield 400 .

The frame 100 is a member that provides a supporting force for constructing the test apparatus of the present invention in a room, and is installed through a combination of a horizontal frame and a vertical frame.

Such a frame 100 may be installed in a form conforming to the shape of the test chamber or the size and quantity of the plume 200.

3, the plume 200 is formed as a pipe having an open top, and is a constituent element providing a slope of the erosion of the meteorite or slope.

As shown in FIG. 2, the plumes 200 may be connected to each other as shown in FIG. 2. The plumes 200 may be installed in a state where the angle of the frame 100 is adjustable, thereby providing various test environments through angle adjustment.

For example, as shown in FIG. 2, the plume 200 can be adjusted in inclination angle while the other side is raised and lowered by the hoist 220 while one side is coupled to the frame 100 through the hinge 210.

As shown in FIG. 2, the plume 200 may be coupled to the elevator 230 so that the inclination angle of the plume 200 can be adjusted while the both ends thereof are lifted and lowered.

Meanwhile, the plume 200 may be formed in a rectangular shape having an open top as shown in FIG. 4, or may be formed in an inverted triangular shape, a semicircular shape, or a semi-hexagonal shape depending on a test form.

In addition, the plume 200 may be provided with an unillustrated gate to store the debris constituting the debris, and the debris may be supplied from a storage tank (not shown).

The rainfall nozzle 300 is a component for simulating the rainfall environment in the full room 200. The rainfall nozzle 300 is installed on the upper part of the plume 200 as shown in FIGS. Water is sprayed to provide rainfall conditions such as heavy rainfall.

The rainfall nozzle 300 is connected to a pump (not shown) and is supplied with water. The plurality of rainfall nozzles 300 spray water to the plume 200.

Here, the plurality of rainfall nozzles 300 may be provided with open / close valves (not shown), respectively, and spraying of water may be controlled according to the length or shape of the plume 200.

Also, since the rainfall nozzle 300 is equipped with the pressure regulator (not shown), the water supplied from the pump can be set to various pressures.

2 and 3, the nozzle shield 400 shields the lower part of the rainfall nozzle 300 so as to openably close the rainfall nozzle 300 to prevent the initial sprayed water from being supplied to the plume 200 from the rainfall nozzle 300 Lt; / RTI >

That is, the nozzle shield 400 is a component that drains the water of the rainfall nozzle 300 to the outside of the plume 200 while blocking the water of the rainfall nozzle 300 until the water of the rainfall nozzle 300 reaches the set pressure.

For example, the nozzle shield 400 may include a shielding plate 410, a guide member, and a locking member 430 as shown in FIG.

3, the shielding plate 410 is fixed at one end thereof to the frame 100 with a hinge 415, and the other end of the shielding plate 410 is pivotally rotated about the hinge 415, (Not shown).

The shielding plate 410 may include a shielding plate frame 411 and a shielding film 412 as shown in FIG.

The shielding plate frame 411 has a frame shape and is fixed to the hinge 415 so as to pivot around the hinge 415.

The shielding film 412 is made of a waterproof material such as vinyl, for example, and is connected to the shielding plate frame 411 to block water sprayed from the rainfall nozzle 300.

The guiding means 420 guides the water of the rainfall nozzle 300, which is obstructed by the shielding plate 410, to the outside of the plume 200 and drains the water. For example, as shown in Fig. 3, And a drain 420 which is communicably connected to the shielding film 412 constituting the shielding film 410.

The drain 420 may be formed of the same material as the glass film 412 and may be connected to the thin film 412 while forming a tubular shape and extend to the outer side of the plume 200 as shown in FIG. The water in the rainfall nozzle 300 is drained to the outer periphery of the plume 200.

The guiding unit 420 guides the water initially sprayed from the rainfall nozzle 300 to the outer periphery of the plume 200 through the inclined surface by shielding the closure plate 410 shielding the rainfall nozzle 300 in an inclined state It is possible.

The locking member 430 is a member for locking the shielding plate 410 in a shielded state by detachably fixing the free end of the shielding plate 410 to the frame 100 as shown in FIGS.

For example, the locking member 430 may be composed of a velcro fastener 431 as shown in FIG.

As shown in FIG. 4, the velcro fastener 431 is provided at the free end of the shielding plate 410 and the frame 100 in a male and female form, and can be fixed to each other or separated by pressing.

That is, when the initial spraying of the rainfall nozzle 300 is performed by the user, the blocking plate 410 is locked in a state shielding the rainfall nozzle 300 by engagement of the Velcro fastener 431 by the user, The lower portion of the rainfall nozzle 300 is opened while the water in the rainfall nozzle 300 is rotated as the velcro fastener 431 is separated by the pressure of the user.

5, the locking member 430 is provided in the frame 100 so as to protrude from the free end of the shielding plate 410 and prevent the rotation of the shielding plate 410, ).

The locking protrusion 433 is provided with a knob (not shown) to lock the blocking plate 410 while releasing the locking of the blocking plate 410, thereby opening the lower portion of the rainfall nozzle 300.

5, the locking protrusion 433 may be connected to the actuator 435, and may be protruded or retracted by the operation of the actuator 435. [

That is, the blocking plate 410 can automatically open the lower portion of the rainfall nozzle 300 while releasing the engagement protrusion 433 automatically as the locking projection 433 is projected and retracted by the actuator 435.

On the other hand, the nozzle shield 400 may further include a rotating member 440 as shown in FIG.

The rotating member 440 is a component for automatically rotating the shielding plate 410 by providing a rotating force to the shielding plate 410.

4, the rotation member 440 is connected to the free end of the shielding plate 410 while being fixed to the frame 100 to extend and contract the free end of the shielding plate 410, And a retractor.

Alternatively, the rotatable member 440 may be formed of a cylinder that is not shown to lift and contract the free end of the shielding plate 410 while being expanded or contracted by hydraulic pressure or air pressure.

Further, the rotary member 440 may be constituted by a rotary motor (not shown) for rotating a fixed end coupled to the hinge 415. [

The blocking plate 410 can automatically open and close the lower part of the rainfall nozzle 300 while being automatically lifted and lowered by the rotating member 440 and can be automatically locked to the frame 100 by the locking member 430 Or the locking can be released.

6, the present invention may further include a surface water supply member 500. [

The surface water supply member 500 is a component for simulating the flow environment of the surface water on the soil slope or slope while flowing water in an adjacent state to the plume 200. [

For example, the surface water supply member 500 may be configured to include a surface water nozzle 510 and a sponge 520 as shown in FIG.

As shown in FIG. 6, the surface water nozzles 510 are formed in a tubular shape and are arranged adjacent to each other across the width of the plume 200 to supply water. A plurality of drain holes 511 are formed along the outer circumferential surface, (511).

As shown in FIG. 6, the sponge 520 is joined with the surface water nozzle 510 wrapped around to form a flow environment of water.

That is, the sponge 520 prevents the water discharged from the drain hole 511 from being scattered while allowing the water to flow down to the surface of the plume 200 or the earth stone as the surface water nozzle 510 is coupled in a state of wrapping the surface water nozzle 510, .

The operation and operation of the present invention including the above-described components will be described.

The user injects water into the plume 200 through the rainfall nozzle 300 in order to test the erosion of soil and slope in a rainfall environment such as heavy rainfall.

At this time, the user manually rotates the closure plate 410 to shield the lower part of the rainfall nozzle 300 or rotate the closure plate 410 while driving the rotation member 440 to shield the lower part of the rainfall nozzle 300 And locks the shielding plate 410 in a shielded state through the engagement of the Velcro fastener 431 and the engagement of the engagement protrusion 433.

Then, the user opens the rainfall nozzle 300 and operates a pump (not shown) to spray water at a predetermined pressure.

At this time, the water initially sprayed from the rainfall nozzle 300 is discharged to the outside of the plume 200 through the drain 420 provided in the cover plate 410.

When the water sprayed from the rainfall nozzle 300 is stabilized to a predetermined pressure, the user releases the locking of the locking member 430 and rotates the blocking plate 410 to the original position to open the lower portion of the rainfall nozzle 300 do.

Accordingly, as the set water is injected into the plume 200, an accurate rainfall environment is created, and the test of the erosion of the earth rock and slope is carried out.

Meanwhile, in order to create a flow environment of the surface water together with the rainfall environment by the rainfall nozzle 300, water is supplied to the surface water nozzle 510 and the water discharged from the surface water nozzle 510 is supplied to the soil stone by the sponge 520 Test soil erosion and slope erosion in the surface water environment by allowing it to flow.

As described above, according to the simulated test apparatus of the present invention, the nozzle shield 400 shields the lower part of the rainfall nozzle 300 so as to be able to open and close, Water can be prevented from being supplied to the plume, so that only the water at the pressure set in the plume 200 can be supplied, thereby realizing an accurate rainfall environment.

More specifically, since the water of the rainfall nozzle 300 is drained to the outside of the plume 200 while the shielding plate 410 constituting the nozzle shield 400 rotates to shield the lower part of the rainfall nozzle 300, The water of the nozzle 300 is not supplied to the plume 200 and when the injection pressure of the rainfall nozzle 300 is stabilized to a predetermined pressure, the shielding plate 410 is opened so that an accurate rainfall environment can be created.

Since the blocking plate 410 is locked with the frame 100 by the Velcro fastener 431 or locked with the blocking projection 433, the blocking plate 410 is fixed in a state of shielding the rainfall nozzle 300 .

In addition, when the actuator 435 for projecting and retracting the locking protrusion 433 is formed, the opening of the rainfall nozzle 300 by the closure plate 410 can be automatically performed.

Also, as the closure plate 410 rotates by the retractor constituting the rotary member 440, the closure of the rainfall nozzle 300 by the closure plate 410 can be automatically performed.

Water is discharged to the plume 200 while the sponge 520 is wound around the surface water nozzle 510 constituting the surface water supplying member 500. The water is supplied to the plume 200 The flow environment of the surface water can be simulated.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments. It will be apparent to those skilled in the art that various changes, substitutions, and alterations can be made therein without departing from the spirit of the invention.

100: Frame 200: Plume
210: Hinge 220: Hoist
230: elevator 300: rainfall nozzle
400: Nozzle shield 410: Closing plate
411: Closing plate frame 412: Cladding film
420: drain 430: locking member
431: Velcro fastener 433:
435: actuator 440: rotating member
500: surface water supply member 510: surface water nozzle
511: Drain 520: Sponge

Claims (12)

frame;
At least one plume that is angularly coupled to the frame to provide a ramp of debris or slope erosion;
A plurality of rainfall nozzles installed at an upper portion of the plume and simulating a rainfall environment while spraying water of a set pressure to the plume; And
And a nozzle shield which is openably and closably provided at a lower portion of the rainfall nozzle and discharges the water sprayed from the rainfall nozzle to the outside of the plume while blocking the water sprayed from the rainfall nozzle until the water sprayed from the rainfall nozzle is sprayed at a predetermined pressure,
Wherein the nozzle shield comprises:
A shielding plate installed at a lower portion of the rainfall nozzle with a fixed end hinged to the frame and opening or shielding a lower portion of the rainfall nozzle while the free end is pivotally rotated about the hinge;
Guiding means for guiding the water of the rainfall nozzle blocked by the shielding of the closure plate to the outer periphery of the plume; And
And a locking member for releasably securing the free end of the closure plate to the frame while locking the closure plate in a shielded state.
delete The method according to claim 1,
Wherein,
A closure plate frame hinged to the frame and having a fixed end and a free end; And
And a shielding membrane of a waterproof material which is coupled to the shielding plate frame and blocks water sprayed from the rainfall nozzle.
The method according to claim 1,
Wherein the guide means comprises:
And a drain communicably provided in the closure plate for draining the water of the rainfall nozzle to an outer periphery of the plume.
The method according to claim 1,
Wherein the guide means comprises:
Wherein the shielding plate guides the water of the rainfall nozzle to the outside of the plume through an inclined surface while shielding the lower part of the rainfall nozzle in an inclined state.
The method according to claim 1,
Wherein the locking member comprises:
And a Velcro fastener provided on the frame and the cover plate in a male and female form and fixed to each other and separated by pressing.
The method according to claim 1,
Wherein the locking member comprises:
And a locking protrusion provided on the frame so as to protrude and retract and to lock the cover plate while being caught by the free end of the cover plate.
The method of claim 7,
Wherein the locking member comprises:
And an actuator for controlling the locking of the closure plate by providing a moving force to the closure protrusion to project and retract the closure protrusion, and to control the locking of the closure plate.
The method according to claim 1,
Wherein the nozzle shield comprises:
Further comprising: a rotation member for rotating the free end of the cover plate while providing a rotational force to the cover plate; and a rotation member for rotating the free end of the cover plate.
The method of claim 9,
The rotating member includes:
And a retractor for rotating the cover plate while pulling the free end of the cover plate in a state fixed to the frame.
The method according to claim 1,
And a surface water supply member for separating the rain water from the rain water and supplying water to the float in a state adjacent to the floum to simulate a flow environment of the surface water on the ground water. Test equipment.
The method of claim 11,
The surface water supplying member
A tubular surface water nozzle disposed adjacent to the plume across the width of the plume and having a plurality of drain holes formed along an outer circumferential surface thereof to discharge water through the drain hole; And
And a sponge coupled with the surface water nozzle in a wrapped state to prevent dispersion of water discharged from the drain hole.
KR1020140051637A 2014-04-29 2014-04-29 Rainfall mode provision for debris flow or slope erosion flume KR101475470B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1020140051637A KR101475470B1 (en) 2014-04-29 2014-04-29 Rainfall mode provision for debris flow or slope erosion flume

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1020140051637A KR101475470B1 (en) 2014-04-29 2014-04-29 Rainfall mode provision for debris flow or slope erosion flume

Publications (1)

Publication Number Publication Date
KR101475470B1 true KR101475470B1 (en) 2014-12-22

Family

ID=52679664

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1020140051637A KR101475470B1 (en) 2014-04-29 2014-04-29 Rainfall mode provision for debris flow or slope erosion flume

Country Status (1)

Country Link
KR (1) KR101475470B1 (en)

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105603930A (en) * 2016-03-09 2016-05-25 华北水利水电大学 Ecological concrete slope protection antiskid and rain wash preventive stability testing method
KR101623942B1 (en) * 2015-07-27 2016-05-26 대한민국 Artificial Rainfall Apparatus
CN105714738A (en) * 2016-03-09 2016-06-29 华北水利水电大学 Method for studying composite structure stability of ecological concrete slope protection
KR20160085990A (en) * 2015-01-08 2016-07-19 강릉원주대학교산학협력단 Experiment device for earthflow
CN106768846A (en) * 2017-01-23 2017-05-31 成都理工大学 Chip flow field simulation experimental rig and chip flow model pilot system
CN106855567A (en) * 2017-01-23 2017-06-16 成都理工大学 Chip flow model test method
KR20180045485A (en) * 2016-10-26 2018-05-04 정수환 Apparatus for Circulating of Water Seeing the Rainbow
CN109030775A (en) * 2018-07-04 2018-12-18 河南理工大学 The analytical equipment and analysis method that water flow loses solvable karst under a kind of closed system
CN110095251A (en) * 2019-04-10 2019-08-06 三峡大学 Slumped mass multiphase exercise test observation device and method
WO2021003690A1 (en) * 2019-07-10 2021-01-14 中国科学院地质与地球物理研究所 Tailings pond dam burst disaster simulation system and method
KR20210157690A (en) 2020-06-22 2021-12-29 충북대학교 산학협력단 Experimental Diocese of Hydrologic for Rainfall runoff
CN114486146A (en) * 2022-01-29 2022-05-13 同济大学 Test device for ultra-high speed debris flow impact simulation under weak Coriolis effect
CN114486145A (en) * 2022-01-29 2022-05-13 同济大学 Ultra-high speed debris flow impact simulation platform and test method under weak Coriolis effect
CN115290485A (en) * 2022-07-06 2022-11-04 三峡大学 Reservoir bank scouring and erosion simulation test device and method capable of adapting to bank slope gradient
RU2788322C2 (en) * 2021-06-23 2023-01-17 Федеральное государственное бюджетное научное учреждение "Российский научно-исследовательский институт проблем мелиорации" (ФГБНУ "РосНИИПМ") Device for study of processes of water erosion of soils
CN116399558A (en) * 2023-06-05 2023-07-07 成都理工大学 Multi-system combined landslide surge simulation device and method

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101195403B1 (en) * 2012-03-28 2012-10-29 한국지질자원연구원 Laboratory debris flow device to describe geomorphological characteristics
KR101354452B1 (en) * 2013-06-24 2014-01-27 (주)웸스 Small-multiset rainfall-runoff simulator for lid technology experiment
KR101390253B1 (en) * 2013-03-19 2014-05-07 한국지질자원연구원 Measuring speed and impact forces of subaerial and subaqueous landslides considering geomorphological and mobile characteristics

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101195403B1 (en) * 2012-03-28 2012-10-29 한국지질자원연구원 Laboratory debris flow device to describe geomorphological characteristics
KR101390253B1 (en) * 2013-03-19 2014-05-07 한국지질자원연구원 Measuring speed and impact forces of subaerial and subaqueous landslides considering geomorphological and mobile characteristics
KR101354452B1 (en) * 2013-06-24 2014-01-27 (주)웸스 Small-multiset rainfall-runoff simulator for lid technology experiment

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160085990A (en) * 2015-01-08 2016-07-19 강릉원주대학교산학협력단 Experiment device for earthflow
KR101656769B1 (en) * 2015-01-08 2016-09-13 강릉원주대학교산학협력단 Experiment device for earthflow
KR101623942B1 (en) * 2015-07-27 2016-05-26 대한민국 Artificial Rainfall Apparatus
CN105603930A (en) * 2016-03-09 2016-05-25 华北水利水电大学 Ecological concrete slope protection antiskid and rain wash preventive stability testing method
CN105714738A (en) * 2016-03-09 2016-06-29 华北水利水电大学 Method for studying composite structure stability of ecological concrete slope protection
CN105714738B (en) * 2016-03-09 2019-01-11 华北水利水电大学 Eco-concrete slope protection composite construction stability study method
KR20180045485A (en) * 2016-10-26 2018-05-04 정수환 Apparatus for Circulating of Water Seeing the Rainbow
KR101882961B1 (en) * 2016-10-26 2018-07-27 정수환 Apparatus for Circulating of Water Seeing the Rainbow
CN106768846A (en) * 2017-01-23 2017-05-31 成都理工大学 Chip flow field simulation experimental rig and chip flow model pilot system
CN106855567A (en) * 2017-01-23 2017-06-16 成都理工大学 Chip flow model test method
CN106768846B (en) * 2017-01-23 2019-01-11 成都理工大学 Clast flow field simulation experimental rig and clast flow model pilot system
CN109030775A (en) * 2018-07-04 2018-12-18 河南理工大学 The analytical equipment and analysis method that water flow loses solvable karst under a kind of closed system
CN110095251A (en) * 2019-04-10 2019-08-06 三峡大学 Slumped mass multiphase exercise test observation device and method
WO2021003690A1 (en) * 2019-07-10 2021-01-14 中国科学院地质与地球物理研究所 Tailings pond dam burst disaster simulation system and method
GB2591537A (en) * 2019-07-10 2021-08-04 Inst Geology & Geophysics Cas Tailings Pond Dam Burst Disaster Simulation System and Method
KR20210157690A (en) 2020-06-22 2021-12-29 충북대학교 산학협력단 Experimental Diocese of Hydrologic for Rainfall runoff
RU2788322C2 (en) * 2021-06-23 2023-01-17 Федеральное государственное бюджетное научное учреждение "Российский научно-исследовательский институт проблем мелиорации" (ФГБНУ "РосНИИПМ") Device for study of processes of water erosion of soils
CN114486146A (en) * 2022-01-29 2022-05-13 同济大学 Test device for ultra-high speed debris flow impact simulation under weak Coriolis effect
CN114486145A (en) * 2022-01-29 2022-05-13 同济大学 Ultra-high speed debris flow impact simulation platform and test method under weak Coriolis effect
CN114486146B (en) * 2022-01-29 2023-05-09 同济大学 Test device for ultra-high speed chip flow impact simulation under weak Coriolis effect
CN115290485A (en) * 2022-07-06 2022-11-04 三峡大学 Reservoir bank scouring and erosion simulation test device and method capable of adapting to bank slope gradient
CN115290485B (en) * 2022-07-06 2024-04-19 三峡大学 Reservoir bank scouring and erosion simulation test device and method suitable for slope of bank slope
CN116399558A (en) * 2023-06-05 2023-07-07 成都理工大学 Multi-system combined landslide surge simulation device and method
CN116399558B (en) * 2023-06-05 2023-08-15 成都理工大学 Multi-system combined landslide surge simulation device and method

Similar Documents

Publication Publication Date Title
KR101475470B1 (en) Rainfall mode provision for debris flow or slope erosion flume
KR101581848B1 (en) Simulation test apparatus for width adjustable debris flow
US7658572B2 (en) Tide apparatus and tide structure
KR101239369B1 (en) Slope ditch for preventing erosion, the system for preventing erosion using the same, and the concreting method therefor
Fox Evaluation of the efficiency of some sediment trapping methods after a Mediterranean forest fire
Wels et al. Assessment of store-and-release cover for Questa tailings facility, New Mexico
KR20150065480A (en) Side gutter for mountain ridge and construction method
KR101346588B1 (en) Sewer dredging and cleaning apparatus using air pressure
CN111903380B (en) Highway slope protection greening structure and construction method thereof
CN211411445U (en) A earthwork dust device for building construction site
CN205665130U (en) Concrete bank protection stability against sliding and anti rainwash experimental apparatus
KR101771073B1 (en) Storage facilities for storing and passing rainwater and method for constructing this same
JP3927697B2 (en) Water supply / drainage system for terraced rice fields
CN208996097U (en) Contaminated soil isolation structure
JP6832754B2 (en) Underground irrigation system
KR100619459B1 (en) Floodgate for waterways
AT523365A2 (en) System for retaining rainwater runoff, revitalizing drained soils and restoring biological diversity
KR101001110B1 (en) Draining guiding apparatus for a drainpipe
JP2878114B2 (en) Water level regulator for irrigation water
JP3424006B2 (en) Field groundwater level control method.
KR100619268B1 (en) Apparatus laying a plant soil of a slope of river
KR19990001639U (en) Water
KR102088481B1 (en) Upright Style Movable Weir
KR200430399Y1 (en) A sluice gate for sluiceways in farming
CN111796075B (en) Terrace-structured device for simulating slope surface water and soil loss and non-point source pollution

Legal Events

Date Code Title Description
E902 Notification of reason for refusal
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 20171122

Year of fee payment: 4

FPAY Annual fee payment

Payment date: 20191202

Year of fee payment: 6