CN106645653A - Debris flow simulation test device and test method thereof - Google Patents

Debris flow simulation test device and test method thereof Download PDF

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Publication number
CN106645653A
CN106645653A CN201710161330.2A CN201710161330A CN106645653A CN 106645653 A CN106645653 A CN 106645653A CN 201710161330 A CN201710161330 A CN 201710161330A CN 106645653 A CN106645653 A CN 106645653A
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groove
fixed
horn
funnel
mixer
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CN201710161330.2A
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CN106645653B (en
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冯文凯
董杉
易小宇
刘志刚
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Chengdu Univeristy of Technology
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Chengdu Univeristy of Technology
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N33/00Investigating or analysing materials by specific methods not covered by groups G01N1/00 - G01N31/00
    • G01N33/24Earth materials
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A90/00Technologies having an indirect contribution to adaptation to climate change
    • Y02A90/10Information and communication technologies [ICT] supporting adaptation to climate change, e.g. for weather forecasting or climate simulation

Abstract

The invention belongs to the technical field of geological experiments and particularly relates to a debris flow simulation test device and a test method thereof. A lifting funnel is connected with a conveying belt through a fixed pulley; discharge ports of a second stirrer and a first stirrer are butted with a second trumpet-shaped fixed funnel and a first trumpet-shaped fixed funnel respectively; a port of a main-channel upstream groove is connected with a groove convergence port section, and the other end is connected with a discharge port of the second trumpet-shaped fixed funnel; the groove convergence port section is further connected with a branch-channel groove and a downstream groove; the other end of the branch-channel groove is connected with a discharge port of the first trumpet-shaped fixed funnel; the other end of the downstream groove is connected with a stacking platform. The debris flow simulation test device and the test method thereof can further dynamically simulate influence of dynamic reserves of two-side collapse, landslide and surface flow of the debris flow gullies on debris flow occurrence process and on a danger zone range, thereby providing useful support for research and control of debris flow.

Description

Debris flows simulation experimental rig and its test method
Technical field
The invention belongs to geological experiment technical field, specially debris flows simulation experimental rig and its test method.
Background technology
In Southwestern China mountain area, the mud-stone flow disaster that rainy season is frequently broken out causes great personnel's injury and damages with property Lose, thus it is particularly urgent for the research of mud-rock flow.The characteristics of mud-stone flow disaster has burst and lasts short, researcher is difficult to Carry out work place study, thus design targetedly simulation laboratory test device, to carry out different operating modes under simulation laboratory test just The target that Cheng Liao researcher makes joint efforts.Consideration currently for debris flows simulation experimental rig is concentrated mainly on mudstone manifold Into area, the length of Circulation Area, width and gradient, raceway groove thing source physical parameter and accumulation area cross angle etc..These tests Device reduces to a certain extent and simulates the mud-stone flow disaster situation under different condition, but it can only be simulated in mud-rock flow raceway groove The static thing source of side, and under full-scale condition, the thing source for participating in mud-stone flow disaster also includes raceway groove both sides slump thing source, domatic thing source Deng.
The content of the invention
Problem to be solved by this invention is to provide one kind being capable of dynamic analog mud-rock flow raceway groove both sides slump thing source, domatic Thing source etc., provides more structurally sound test and supports for the mud-stone flow disaster origin cause of formation, study on prevention.
Concrete technical scheme is:
Debris flows simulation experimental rig, including workbench pedestal, lifting funnel, the first mixer, the second mixer, first Horn-like fixed funnel, the second horn-like fixed funnel, tap drain upstream groove, Zhigou groove, downstream groove, accumulation platform, tail Material pond, rainer;
Described workbench pedestal is constituted and constituted by level Four transverse slat from top to bottom and the stringer board being fixed on ground, wherein certainly It is upper and lower cross plate is followed successively by I, II, III, IV grade;The rainer is fixed on I level transverse slats, for simulated rainfall conditions;
The lifting funnel is connected with the fixed pulley that conveyer belt passes through;It is second mixer, the first mixer, solid respectively Due to II and IV grade of transverse slat;Second mixer, the discharging opening of the first mixer dock respectively the second horn-like fixed funnel, first Horn-like fixed funnel;The tap drain upstream groove Single port is connected with groove remittance entrance, and the other end is horn-like with second solid Determine the connection of funnel discharging opening;The groove remittance entrance is also connected with Zhigou groove, downstream groove;The Zhigou groove other end with First horn-like fixed funnel discharging opening connection;The lower ditch groove other end is connected with platform is piled up.
The accumulation mesa base has drawing and pulling type base plate, is tailing pond under base plate.
Tap drain upstream groove, Zhigou groove, the channel bottom of downstream groove are staggeredly relatively set with staggered notched sill Groove both sides are provided with track, are provided with packaged type thing source case on track, the opening surface of described packaged type thing source case To groove.
The stair are connected with stair corner platform;The second horn-like fixed funnel, the first horn-like fixed funnel It is individually fixed in III grade of transverse slat and is fixed on stair corner platform;The vertical ladder bottom with welding manner be fixed on III grade put down II grade of platform is fixed in platform, top with welding manner.
Experimental technique:
1. the mud-rock flow thing source that one deciding grade and level is matched somebody with somebody is transported to into mixer using lifting funnel and conveyer belt sufficiently to be stirred Uniformly.
2. mixer is stirring evenly mud-rock flow thing source afterwards by the second mixer, the first mixer outlet by thing source The second horn-like fixed funnel, the first horn-like fixed funnel are drained into respectively;
3. both sides are provided with packaged type thing source case for simulate mud-rock flow quick-fried in tap drain upstream groove and Zhigou groove When sending out both sides are taken away due to the goer source produced by landslip or small-sized surface current;
4. using mud when rainer and the first horn-like fixed funnel, the second horn-like fixed funnel simulation field precipitation The watershed of rock glacier, can control mould by the first horn-like fixed funnel, the discharging opening valve of the second horn-like fixed funnel Intend the impact process of upstream during debris flow, while people can stand observe mud-rock-flow-impact process in stair,
5. finally impact the thing source got off and be piled up in and pile up the hazardous area scope that platform can be used for prediction mud-rock flow, then heap Material is entered material recycle pond to recycle the effect for playing environmental protection by the drawing and pulling type base plate of its bottom of product platform.
Debris flows simulation experimental rig and its test method that the present invention is provided, the multiple test grooves of design, simulation tap drain, Zhigou situation;And in the staggered notched sill of grooved inner surface design packaged type, simulate raceway groove features of terrain;In the design of groove both sides Packaged type thing source case, simulates raceway groove both sides thing source situation;Transit mixer is set at the top of debris flows simulation test platform, is kept away The error of traditional uneven generation of manual mixing material is exempted from;Rainfall simulator is designed as flare openings, simulates field The charge for remittance platform of debris flow.
Debris flows simulation experimental rig and its test method that the present invention is provided, can further dynamic analog mud-rock flow raceway groove Impact of the dynamic reserve to the mud-rock flow generating process and the impacts to hazardous area scope such as both sides avalanche, landslide and surface current, from And the research to mud-rock flow and preventing and treating provide useful support.
The technique effect having:
1st, instant invention overcomes the limitation that can only simulate single-gully mud-rock flow raceway groove of traditional experiment device, is additionally arranged a plurality of examination Groove is tested, single-gully mud-rock flow can not only be simulated, additionally it is possible to simulate the phenomenon of many gully mud-rock flow outbursts.
2nd, mixer is set at top and avoids traditional manual mixing material, i.e., it is time-consuming, turn avoid manual mixed Close uneven caused test error.
3rd, staggered notched sill is set in trench bottom and simulates raceway groove orographic condition, can to a certain extent conventional groove be The test error that energy artificially generated terrain condition is brought.
4th, arranging water source shower nozzle simulated rainfall conditions at top, and rainer is set to into flare openings can simulate open country The charge for remittance platform of outer debris flow.
5th, the dynamic storing simulations such as the case simulation raceway groove both sides avalanche of packaged type thing source, landslide and surface current are set in groove both sides Debris flow process takes away the process of the dynamic storing in both sides, can further promote to simulate debris flow process.
The 6th, tailing pond collection scrap loop is set in the case where platform is piled up and utilizes waste material, play reduces cost and environmental-protection function.
Description of the drawings
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the groove dimensional structure diagram of the present invention;
Fig. 3 is the groove overlooking the structure diagram of the present invention.
Specific embodiment
The concrete technical scheme of the present invention is described with reference to the drawings.
As shown in figure 1, workbench pedestal 1 is independent with what is be fixed on ground by level Four transverse slat from top to bottom in the device Stringer board composition is constituted, wherein from top to bottom transverse slat is followed successively by I, II, III, IV grade, the transverse slat is with stringer board by stainless steel material group Into contact site connected mode is welding;The fixed pulley that the lifting funnel 2 passes through with conveyer belt 3 is connected, using conveyer belt 3 Power is provided, is reduced artificial workload and is realized that transported material is played a part of in the movement of horizontal or vertical direction;Described second Mixer 40, the bottom of the first mixer 4 are individually fixed in II and IV grade of transverse slat by large-scale screw, nut, for stirring material, Mixer arranges discharge gate, it is possible to reduce experimental labor's workload;The second horn-like fixed funnel 50, first is horn-like solid Determine funnel 5 and respectively III grade of transverse slat is fixed on screw, nut connected mode and is fixed on stair corner platform 6, funnel left side With discharging opening, discharge can be controlled by hopper valve;The stair corner platform (6) for connecting stair 13, while being used for Fix the first horn-like fixed funnel 5;Tap drain upstream groove 7 and Zhigou groove 8 and downstream groove 10 are by organic glass Glass is made, and the Single port of tap drain upstream groove 7 converges entrance 9 by glass gemel connection with groove, and the other end is horn-like with second solid Determine the connection of the discharging opening of funnel 50;The other end of Zhigou groove 8 is connected with the discharging opening of the first horn-like fixed funnel 5;The ditch Groove converges entrance 9 for connecting tap drain upstream groove 7, Zhigou groove 8, downstream groove 10, and connecting material is glass cement, prevents from converging Entrance leak;The lower Single port of ditch groove 10 converges entrance 9 by glass gemel connection, the other end and accumulation platform 11 with groove Connection;The accumulation platform 11 is used for mud-rock flow horizon prediction, and there is drawing and pulling type base plate its bottom, can extract out drawing and pulling type base plate Material is entered into tailing pond 12;The tailing pond 12 is located at piles up the lower section of platform 11, and effect is to collect scrap loop to utilize;It is described Stair 13 are connected with stair corner platform 6, and test operation and maintenance are observed and facilitated for mud-rock flow;The vertical ladder 14 is stainless Steel material is made, and III grade of platform is fixed in bottom with welding manner, and II grade of platform is fixed in top with welding manner, for stirring Machine is operated and test observation, and facilitates plant maintenance;The rainer 15 is fixed on I level transverse slats, for simulated rainfall bar Part;The platform support columns 16 are used to support the weights such as stirring pool, funnel, strengthen platform stabilization.
As shown in Figures 2 and 3, the staggered notched sill 17 be staggeredly oppositely arranged on tap drain upstream groove 7, Zhigou groove 8, The channel bottom of downstream groove 10, simulates to a certain extent the landform of mud-rock flow raceway groove, reduces test error;The track 18 For controlling the movement of packaged type thing source case, the both sides of groove arrange packaged type thing source case 19 using rail principle, and it is opened Mouthful towards groove, for simulating the dynamic storing amounts such as raceway groove both sides landslide, avalanche and surface current.
Experimental technique:
1. the mud-rock flow thing source that a deciding grade and level is matched somebody with somebody is transported to into mixer 4 using lifting funnel 2 and conveyer belt 3 sufficiently to be stirred Mix uniform;
2. mixer 4 is stirring evenly mud-rock flow thing source afterwards by the second mixer 40, the outlet of the first mixer 4 general Thing source drains into respectively the second horn-like fixed funnel 50, the first horn-like fixed funnel 5;
3. both sides are provided with packaged type thing source case 19 for simulating mudstone in tap drain upstream groove 7 and Zhigou groove 8 During stream outburst both sides are taken away due to the goer source produced by landslip or small-sized surface current;
4. using the horn-like fixed funnel 5, the second horn-like fixed funnel 50 of rainer 15 and first simulation field drop The watershed of mud-rock flow during water, can pass through the first horn-like fixed funnel 5, the discharging opening valve of the second horn-like fixed funnel 50 Door, the impact process of upstream during control simulation debris flow, while people can stand observe mud-rock-flow-impact process in stair 13;
5. finally impact the thing source got off and be piled up in and pile up the hazardous area scope that platform 11 can be used for prediction mud-rock flow, then Material is entered material recycle pond 12 to recycle the effect for playing environmental protection by the drawing and pulling type base plate for piling up its bottom of platform 11.

Claims (5)

1. debris flows simulation experimental rig, including workbench pedestal (1), it is characterised in that also including lifting funnel (2), first Mixer (4), the second mixer (40), the first horn-like fixed funnel (5), the second horn-like fixed funnel (50), on tap drain Trip groove (7), Zhigou groove (8), downstream groove (10), accumulation platform (11), tailing pond (12), rainer (15);
Described workbench pedestal (1) is constituted and constituted by level Four transverse slat from top to bottom and the stringer board being fixed on ground, wherein certainly It is upper and lower cross plate is followed successively by I, II, III, IV grade;The rainer (15) is fixed on I level transverse slats, for simulated rainfall conditions;
The fixed pulley that lifting funnel (2) passes through with conveyer belt (3) is connected;Second mixer (40), the first mixer (4), it is individually fixed in II and IV grade of transverse slat;Second mixer (40), the discharging opening of the first mixer (4) dock respectively the second loudspeaker Shape fixed funnel (50), the first horn-like fixed funnel (5);Tap drain upstream groove (7) Single port imports mouth with groove Section (9) connection, the other end is connected with the second horn-like fixed funnel (50) discharging opening;Groove remittance entrance (9) is also connected with Zhigou groove (8), downstream groove (10);Zhigou groove (8) other end and the first horn-like fixed funnel (5) discharging opening connect Connect;Lower ditch groove (10) other end is connected with platform (11) is piled up.
2. debris flows simulation experimental rig according to claim 1, it is characterised in that accumulation platform (11) bottom has Drawing and pulling type base plate, be under base plate tailing pond (12).
3. debris flows simulation experimental rig according to claim 1, it is characterised in that tap drain upstream groove (7), Ditch groove (8), the channel bottom of downstream groove (10) are staggeredly relatively set with staggered notched sill (17) and exist, and groove both sides are provided with Track (18), is provided with packaged type thing source case (19) on track (18), the opening surface in described packaged type thing source case (19) To groove.
4. debris flows simulation experimental rig according to claim 1, it is characterised in that the stair (13) and stair corner Platform (6) connects;The second horn-like fixed funnel (50), the first horn-like fixed funnel (5) are individually fixed in III grade of horizontal stroke Plate and it is fixed on stair corner platform (6);III grade of platform is fixed in vertical ladder (14) bottom with welding manner, and top is welding The mode of connecing is fixed on II grade of platform.
5. the test method of debris flows simulation experimental rig according to claim 1, it is characterised in that including following mistake Journey:
1. the mud-rock flow thing source that a deciding grade and level is matched somebody with somebody is transported to into mixer (4) using lifting funnel (2) and conveyer belt (3) is carried out sufficiently Stir;
2. mixer (4) is stirring evenly mud-rock flow thing source afterwards by the second mixer (40), the first mixer (4) outlet Thing source is drained into into respectively the second horn-like fixed funnel (50), the first horn-like fixed funnel (5);
3. packaged type thing source case (19) is provided with for simulating mud in tap drain upstream groove (7) and Zhigou groove (8) interior both sides Rock glacier takes away both sides due to the goer source produced by landslip or small-sized surface current when breaking out;
4. field is simulated using rainer (15) and the first horn-like fixed funnel (5), the second horn-like fixed funnel (50) The watershed of mud-rock flow during precipitation, can pass through the first horn-like fixed funnel (5), second horn-like fixed funnel (50) and go out Material mouth valve, the impact process of upstream during control simulation debris flow;
5. finally impact the thing source got off and be piled up in and pile up the hazardous area scope that platform (11) can be used for prediction mud-rock flow.
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Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108287229A (en) * 2018-03-08 2018-07-17 吉林大学 A kind of mud-rock flow groove channel erosion simulation experiment system
CN109540462A (en) * 2018-11-21 2019-03-29 中国科学院.水利部成都山地灾害与环境研究所 A kind of experimental provision and its experimental method for simulating mud-rock flow movement
CN111627279A (en) * 2020-05-19 2020-09-04 中国安全生产科学研究院 Test system for simulating whole process of landslide and debris flow disaster chain
CN112304566A (en) * 2020-10-29 2021-02-02 西南科技大学 Three-dimensional arbitrary-form debris flow groove simulation experiment system and experiment method
CN112630058A (en) * 2020-12-15 2021-04-09 成都理工大学 Assembled granular impact test device
CN115598325A (en) * 2022-11-29 2023-01-13 成都理工大学(Cn) Rainfall type landslide instability test device based on seepage macroscopic damage coupling analysis
CN115985175A (en) * 2022-12-29 2023-04-18 中国科学院、水利部成都山地灾害与环境研究所 Multistage mountain region disaster chain analogue test device

Citations (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101397778A (en) * 2008-11-07 2009-04-01 清华大学 Omnidirectional observation apparatus and method of bank erosion collapse
CN102331489A (en) * 2011-07-19 2012-01-25 中国科学院力学研究所 System for testing physical model for large-scale landslides under action of multiple factors
KR101155552B1 (en) * 2011-11-08 2012-06-19 한국지질자원연구원 Ring shear apparatus considering wall-slip effect
CN103063403A (en) * 2012-12-26 2013-04-24 东北大学 Adjustable multifunctional circulation test groove platform
CN103543095A (en) * 2013-10-15 2014-01-29 辽宁工程技术大学 Mining spoil heap rainfall infiltration experimental apparatus and method
CN103823044A (en) * 2014-03-20 2014-05-28 东北大学 Adjustable multifunctional debris flow migration stacking testing device and application method thereof
US20140209515A1 (en) * 2013-01-30 2014-07-31 Otis R. Walton Blended Regolith Simulant Material and Method of Making the Material
CN203772517U (en) * 2014-03-31 2014-08-13 中钢集团马鞍山矿山研究院有限公司 Mine dump landslide-type mud-rock flow simulation test system
CN204002407U (en) * 2014-07-18 2014-12-10 刘毅中 Shockproof and the mud-stone flow disaster door of saving oneself
CN104318103A (en) * 2014-10-23 2015-01-28 中国科学院、水利部成都山地灾害与环境研究所 Landslide hazard monitoring and early warning rainfall threshold judging method
CN104561923A (en) * 2013-10-17 2015-04-29 三星显示有限公司 Apparatus of depositing organic material and method of depositing organic material
CN104762922A (en) * 2015-03-05 2015-07-08 四川大学 Water-force-based method for treating debris flow by removing sediment source
CN105527405A (en) * 2016-01-28 2016-04-27 西南石油大学 Physical simulation test device and method for convergence of debris flows into rivers
CN105628896A (en) * 2016-02-05 2016-06-01 清华大学 Starting test system for simulating ditch bed deposits under disturbance of upstream debris flow
CN205300890U (en) * 2015-11-12 2016-06-08 吉林大学 Mud -rock flow moves and piles up process simulation experimental system
CN105699628A (en) * 2016-03-24 2016-06-22 吉林大学 Simulation test system integrating start, migration and accumulation of debris flow
CN105841919A (en) * 2016-03-23 2016-08-10 河海大学 Device for testing movement of solid matter in viscous non-Newtonian fluid and use method thereof
CN105868442A (en) * 2016-03-23 2016-08-17 中国科学院、水利部成都山地灾害与环境研究所 Debris flow material source dynamic reserve calculation method under rainfall condition
CN105887753A (en) * 2016-04-18 2016-08-24 河海大学 Simulation test device and simulation test method for varying-slope river channel impacted by debris flows
CN106202771A (en) * 2016-07-19 2016-12-07 成都理工大学 A kind of viscous mud-flow blocks up river computational methods and application thereof
CN206671329U (en) * 2017-03-17 2017-11-24 成都理工大学 Debris flows simulation experimental rig

Patent Citations (21)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101397778A (en) * 2008-11-07 2009-04-01 清华大学 Omnidirectional observation apparatus and method of bank erosion collapse
CN102331489A (en) * 2011-07-19 2012-01-25 中国科学院力学研究所 System for testing physical model for large-scale landslides under action of multiple factors
KR101155552B1 (en) * 2011-11-08 2012-06-19 한국지질자원연구원 Ring shear apparatus considering wall-slip effect
CN103063403A (en) * 2012-12-26 2013-04-24 东北大学 Adjustable multifunctional circulation test groove platform
US20140209515A1 (en) * 2013-01-30 2014-07-31 Otis R. Walton Blended Regolith Simulant Material and Method of Making the Material
CN103543095A (en) * 2013-10-15 2014-01-29 辽宁工程技术大学 Mining spoil heap rainfall infiltration experimental apparatus and method
CN104561923A (en) * 2013-10-17 2015-04-29 三星显示有限公司 Apparatus of depositing organic material and method of depositing organic material
CN103823044A (en) * 2014-03-20 2014-05-28 东北大学 Adjustable multifunctional debris flow migration stacking testing device and application method thereof
CN203772517U (en) * 2014-03-31 2014-08-13 中钢集团马鞍山矿山研究院有限公司 Mine dump landslide-type mud-rock flow simulation test system
CN204002407U (en) * 2014-07-18 2014-12-10 刘毅中 Shockproof and the mud-stone flow disaster door of saving oneself
CN104318103A (en) * 2014-10-23 2015-01-28 中国科学院、水利部成都山地灾害与环境研究所 Landslide hazard monitoring and early warning rainfall threshold judging method
CN104762922A (en) * 2015-03-05 2015-07-08 四川大学 Water-force-based method for treating debris flow by removing sediment source
CN205300890U (en) * 2015-11-12 2016-06-08 吉林大学 Mud -rock flow moves and piles up process simulation experimental system
CN105527405A (en) * 2016-01-28 2016-04-27 西南石油大学 Physical simulation test device and method for convergence of debris flows into rivers
CN105628896A (en) * 2016-02-05 2016-06-01 清华大学 Starting test system for simulating ditch bed deposits under disturbance of upstream debris flow
CN105841919A (en) * 2016-03-23 2016-08-10 河海大学 Device for testing movement of solid matter in viscous non-Newtonian fluid and use method thereof
CN105868442A (en) * 2016-03-23 2016-08-17 中国科学院、水利部成都山地灾害与环境研究所 Debris flow material source dynamic reserve calculation method under rainfall condition
CN105699628A (en) * 2016-03-24 2016-06-22 吉林大学 Simulation test system integrating start, migration and accumulation of debris flow
CN105887753A (en) * 2016-04-18 2016-08-24 河海大学 Simulation test device and simulation test method for varying-slope river channel impacted by debris flows
CN106202771A (en) * 2016-07-19 2016-12-07 成都理工大学 A kind of viscous mud-flow blocks up river computational methods and application thereof
CN206671329U (en) * 2017-03-17 2017-11-24 成都理工大学 Debris flows simulation experimental rig

Non-Patent Citations (8)

* Cited by examiner, † Cited by third party
Title
WENKAI FENG等: "Improving the Hoek–Brown criterion based on the disturbance factor and geological strength index quantification", 《INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES》 *
冯文凯等: "一颗印沟泥石流评价及震后预测", 《水土保持研究》 *
吕奥云;任光明;王猛;吕剑;余天斌;: "四川都江堰龙池地区泥石流发育特征及防治建议――以彩露沟为例" *
王维早等: "四川省黑水县红水沟泥石流动力特征及危险性评估研究", 《水土保持通报》 *
苟正彬;汪雄武;张强;雷传扬;: "四川省丹巴县磨子沟泥石流隐患与防治建议" *
邵东桥;吴正军;郭一兵;邵东航;: "徽县庙儿沟泥石流成因及防治措施研究" *
陈明;唐川;王飞龙;王晓迪;: "基于OpenLISEM模型的泥石流启动冲出预测" *
魏昌利;何元宵;张瑛;廖维;陈亮;: "汶川地震灾区高位泥石流成灾模式分析" *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108287229A (en) * 2018-03-08 2018-07-17 吉林大学 A kind of mud-rock flow groove channel erosion simulation experiment system
CN109540462A (en) * 2018-11-21 2019-03-29 中国科学院.水利部成都山地灾害与环境研究所 A kind of experimental provision and its experimental method for simulating mud-rock flow movement
CN111627279A (en) * 2020-05-19 2020-09-04 中国安全生产科学研究院 Test system for simulating whole process of landslide and debris flow disaster chain
CN112304566A (en) * 2020-10-29 2021-02-02 西南科技大学 Three-dimensional arbitrary-form debris flow groove simulation experiment system and experiment method
CN112630058A (en) * 2020-12-15 2021-04-09 成都理工大学 Assembled granular impact test device
CN115598325A (en) * 2022-11-29 2023-01-13 成都理工大学(Cn) Rainfall type landslide instability test device based on seepage macroscopic damage coupling analysis
CN115985175A (en) * 2022-12-29 2023-04-18 中国科学院、水利部成都山地灾害与环境研究所 Multistage mountain region disaster chain analogue test device
CN115985175B (en) * 2022-12-29 2023-09-26 中国科学院、水利部成都山地灾害与环境研究所 Multistage mountain region disaster chain analogue test device

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