CN107843713B - Artificial rainfall simulation method for debris flow start-up test - Google Patents
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Abstract
Description
技术领域technical field
本发明涉及泥石流启动试验技术领域,具体是一种泥石流启动试验人工降雨模拟方法。The invention relates to the technical field of debris flow start-up test, in particular to an artificial rainfall simulation method for debris flow start-up test.
背景技术Background technique
泥石流是一种饱含大量泥沙石块和巨砾的固液两相流体,具有暴发突然、搬运冲击淤埋能力强的特点,且有很大的破坏力,泥石流的性质决定了它的形成需要充足的水源。我国引发泥石流的水源主要来自暴雨,表现为当降雨量达到某一临界雨量值时就会形成灾害。所以,临界雨量的确定对研究泥石流形成机制、分析预测泥石流未来活动特点以及指导泥石流防治工程设计等方面均具有重要意义。Debris flow is a solid-liquid two-phase fluid filled with a large number of sediments, stones and boulders. It has the characteristics of sudden outbreak, strong transport and impact burying ability, and great destructive power. The nature of debris flow determines its formation needs. Adequate water source. The source of water that causes debris flow in my country mainly comes from torrential rain, which is manifested as a disaster when the rainfall reaches a certain critical rainfall value. Therefore, the determination of critical rainfall is of great significance for studying the formation mechanism of debris flow, analyzing and predicting the characteristics of future activities of debris flow, and guiding the design of debris flow prevention and control projects.
观测和统计资料表明,单沟泥石流和区域泥石流的发生都存在一个临界雨量阈值,该阈值可根据泥石流发生的灾害历史事件和地貌、地质、地形、土壤、植被等影响因素或者试验方法予以确定。近年来,降雨型泥石流发生雨量条件的研究以及基于降雨因素的灾害预测预报问题备受国内外诸多泥石流学者的关注,成为近十多年来泥石流研究的一个热点问题,众多地质灾害学者通过10min雨强,1h雨强,24h雨量,前n天有效雨量等降雨指标与泥石流发生关系的试验和统计,建立了一系列基于雨量和雨强的预测预报模型,在很大程度上推动了泥石流灾害预测预报问题的解决,并为我国防灾减灾工作做出了贡献。Observation and statistical data show that there is a critical rainfall threshold for the occurrence of single-ditch debris flows and regional debris flows. The threshold can be determined according to the historical disaster events of debris flows and influencing factors such as landforms, geology, topography, soil, vegetation, etc. or experimental methods. In recent years, the research on rainfall conditions of rainfall-type debris flow and disaster prediction and forecasting based on rainfall factors have attracted the attention of many debris flow scholars at home and abroad, and have become a hot issue in debris flow research in the past ten years. Experiments and statistics on the relationship between rainfall indicators such as heavy rainfall, 1h rainfall intensity, 24h rainfall, effective rainfall in the previous n days and the occurrence of debris flow, established a series of prediction models based on rainfall and rainfall intensity, which greatly promoted the prediction of debris flow disasters The solution of forecasting problems has made contributions to our country's disaster prevention and mitigation work.
然而,已有的泥石流预报模型多是基于统计数据建立的,泥石流多发于监测资料匮乏的偏远山区,已有的很多模型普适性无法满足防灾减灾的需要,根据下垫面条件开展泥石流启动原位试验或模型试验,进而根据下垫面条件确定各区域泥石流启动的雨量阈值,结合试验现象可以分析泥石流启动的特点、泥石流规模及堆积特征,分析泥石流成灾能力,评价潜在的影响范围,并建立泥石流启动模型,为今后泥石流预测预报提供依据。现有的泥石流启动人工降雨装置,结构设置较为单一,无法模拟区域点暴雨对泥石流启动的影响,且降雨条件无法调控,模拟降雨与实际降雨条件差异显著,导致获取的数据失真,建立的模型其精度无法满足防灾减灾需要。However, most of the existing debris flow prediction models are established based on statistical data. Debris flows are mostly found in remote mountainous areas where monitoring data is scarce. Many existing models cannot meet the needs of disaster prevention and mitigation. In situ test or model test, and then determine the rainfall threshold for the initiation of debris flow in each area according to the underlying surface conditions. Combined with the experimental phenomenon, the characteristics of debris flow initiation, debris flow scale and accumulation characteristics can be analyzed, the ability of debris flow to cause disasters, and the potential scope of influence can be evaluated. And establish a debris flow start-up model to provide a basis for future debris flow prediction. The existing debris flow initiation artificial rainfall device has a relatively simple structure, which cannot simulate the influence of regional point rainstorm on the initiation of debris flow, and the rainfall conditions cannot be regulated. The accuracy cannot meet the needs of disaster prevention and mitigation.
发明内容SUMMARY OF THE INVENTION
本发明的目的在于提供一种泥石流启动试验人工降雨模拟方法,能够模拟不同的降雨类型,并建立不同降雨类型下的泥石流启动模型,为泥石流预测预报提供依据。The purpose of the present invention is to provide an artificial rainfall simulation method for debris flow startup test, which can simulate different rainfall types, and establish debris flow startup models under different rainfall types, so as to provide a basis for debris flow prediction and prediction.
为实现上述目的,本发明采用如下技术方案:To achieve the above object, the present invention adopts the following technical solutions:
一种泥石流启动试验人工降雨模拟系统,包括人工降雨装置、降雨监测装置及控制装置,所述人工降雨装置包括水箱、水泵、降雨支架及降雨喷头,降雨喷头设置于降雨支架上,降雨喷头经输水管道连接水箱,水箱与水泵相连;所述降雨监测装置采用雨量计,雨量计设置于降雨喷头下方,雨量计与控制装置相连。An artificial rainfall simulation system for a mud-rock flow start-up test, including an artificial rainfall device, a rainfall monitoring device and a control device, the artificial rainfall device includes a water tank, a water pump, a rainfall support and a rainfall sprinkler, the rainfall sprinkler is arranged on the rainfall support, and the rainfall sprinkler is transported through the pipeline. The water pipeline is connected with the water tank, and the water tank is connected with the water pump; the rainfall monitoring device adopts a rain gauge, the rain gauge is arranged under the rain sprinkler, and the rain gauge is connected with the control device.
优选地,所述降雨监测装置还包括定杆、测量杆、含水率传感器及位移传感器,所述定杆插入降雨区域外的土层中,定杆上部设置有拉伸传感器,测量杆插入降雨区域内的土层中,测量杆的顶部经钢丝连接拉伸传感器,所述含水率传感器及位移传感器均埋设于降雨范围内的土层中,拉伸传感器、含水率传感器及位移传感器的输出端均与控制装置相连。Preferably, the rainfall monitoring device further comprises a fixed rod, a measuring rod, a moisture content sensor and a displacement sensor, the fixed rod is inserted into the soil layer outside the rainfall area, a tensile sensor is arranged on the upper part of the fixed rod, and the measuring rod is inserted into the rainfall area In the inner soil layer, the top of the measuring rod is connected to the tensile sensor through the steel wire. The water content sensor and the displacement sensor are all buried in the soil layer within the rainfall range. connected to the control unit.
优选地,所述降雨监测装置还包括摄像机,摄像机经降雨支架设置于降雨范围外,摄像机与控制装置相连。Preferably, the rainfall monitoring device further includes a camera, the camera is arranged outside the rainfall range through the rainfall support, and the camera is connected to the control device.
优选地,所述降雨支架包括底座、升降油缸、支板、第一调节油缸及第二调节油缸,所述支板经升降油缸与底座相连,由升降油缸的伸缩带动支板升降,所述第一调节油缸的下端与支板铰接,另一端连接降雨喷头,第一调节油缸的中部与第二调节油缸的一端铰接,第二调节油缸的另一端与支板铰接,通过第一调节油缸和升降油缸的伸缩能够改变降雨喷头的高度,通过第二调节油缸的伸缩能够改变降雨喷头与水平面之间的倾斜角度。Preferably, the rain support includes a base, a lifting oil cylinder, a support plate, a first adjusting oil cylinder and a second adjusting oil cylinder. The lower end of an adjustment cylinder is hinged with the support plate, and the other end is connected with the rain sprinkler. The middle of the first adjustment cylinder is hinged with one end of the second adjustment cylinder, and the other end of the second adjustment cylinder is hinged with the support plate. The expansion and contraction of the oil cylinder can change the height of the rain sprinkler, and the inclination angle between the rain sprinkler and the horizontal plane can be changed through the expansion and contraction of the second adjusting oil cylinder.
优选地,所述水箱包括总水箱和若干个分水箱,总水箱经输水管道分别与各个分水箱相连,所述降雨支架和降雨喷头也有多个,各个降雨喷头分别设置于降雨支架上,各个分水箱分别经输水管道与降雨喷头相连。Preferably, the water tank includes a main water tank and a plurality of sub-water tanks, the main water tank is respectively connected to each sub-water tank through a water delivery pipeline, there are also a plurality of the rainfall supports and rainfall sprinklers, and each rainfall sprinkler heads are respectively arranged on the rainfall support, each The water distribution tanks are respectively connected with the rainfall sprinklers through water delivery pipes.
优选地,所述总水箱及各个分水箱的出水口处均设置有压力调节阀,所述总水箱和分水箱上均设置有压力表和排气阀。Preferably, a pressure regulating valve is provided at the water outlet of the main water tank and each water distribution tank, and a pressure gauge and an exhaust valve are provided on both the main water tank and the water distribution tank.
优选地,所述控制装置包括信号处理单元及单片机,信号处理单元的输入端分别与雨量计、摄像机、拉伸传感器、含水率传感器、位移传感器及压力表的输出端相连,信号处理单元的输出端与单片机相连,单片机的输出端分别与压力调节阀、排气阀、升降油缸、第一调节油缸及第二调节油缸相连。Preferably, the control device includes a signal processing unit and a single-chip microcomputer, the input ends of the signal processing unit are respectively connected with the output ends of the rain gauge, the camera, the tensile sensor, the water content sensor, the displacement sensor and the pressure gauge, and the output ends of the signal processing unit are respectively connected. The end is connected with the single-chip microcomputer, and the output end of the single-chip microcomputer is respectively connected with the pressure regulating valve, the exhaust valve, the lifting oil cylinder, the first regulating oil cylinder and the second regulating oil cylinder.
优选地,还包括远程服务器,远程服务器经无线与单片机通信。Preferably, a remote server is also included, and the remote server communicates with the microcontroller via wireless.
利用上述泥石流启动试验人工降雨模拟系统进行人工降雨模拟的方法,依次包括以下步骤:The method for artificial rainfall simulation using the above-mentioned debris flow startup test artificial rainfall simulation system includes the following steps in sequence:
(1)在野外选择合适坡面作为试验地点,利用罗盘测量坡面的坡度,并测定坡面土体的土体的密度、前期含水量及颗粒组成特征;(1) Select a suitable slope as the test site in the field, use the compass to measure the slope of the slope, and determine the soil density, early moisture content and particle composition characteristics of the slope soil;
(2)划定试验区域,布置降雨支架,并调整降雨喷头方向,保证降雨均匀;(2) Delineate the test area, arrange rainfall supports, and adjust the direction of rainfall sprinklers to ensure uniform rainfall;
(3)在降雨区域内布置雨量计、测量杆、含水率传感器及位移传感器,在降雨区域外布置定杆、拉伸传感器及摄像机;(3) Arrange rain gauges, measuring rods, moisture content sensors and displacement sensors in the rainfall area, and arrange fixed rods, tensile sensors and cameras outside the rainfall area;
(4)打开人工降雨装置、降雨监测装置及控制装置,开始试验;(4) Turn on the artificial rainfall device, rainfall monitoring device and control device, and start the test;
(5)分别记录实际降雨量、土壤含水率、土壤的位移量及拉伸传感器的拉伸量,并将检测到的数据发送至控制装置,控制装置根据采集到的数据,结合摄像机14拍摄的画面,判断是否发生泥石流,由单片机记录泥石流发生过程中的坡面径流、坡体内部径流、土体蠕滑变形情况及形成泥石流的时间;(5) Record the actual rainfall, soil moisture content, soil displacement, and tensile sensor tension respectively, and send the detected data to the control device. The screen is used to judge whether debris flow occurs, and the single chip computer records the slope runoff, the internal runoff of the slope, the creep deformation of the soil body and the time when the debris flow is formed during the occurrence of the debris flow;
(6)调节压力调节阀的开度,从而调节降雨喷头的喷雨量,模拟不同的降雨情况;(6) Adjust the opening of the pressure regulating valve to adjust the amount of rain sprayed by the rain sprinkler to simulate different rainfall conditions;
(7)重复步骤(5)及步骤(6),记录在不同降雨情况下泥石流的发生过程,并建立不同降雨情况下泥石流发生过程中的坡面径流、坡体内部径流、土体蠕滑变形情况及形成泥石流的时间。(7) Repeat steps (5) and (6) to record the occurrence process of debris flow under different rainfall conditions, and establish the slope runoff, internal slope runoff, and soil creep deformation during the occurrence of debris flow under different rainfall conditions. conditions and when the mudslides formed.
本发明通过人工降雨装置来模拟降雨情况,通过降雨监测装置监测不同雨量下的土层变化情况,经控制装置录泥石流发生过程中的坡面径流、坡体内部径流、土体蠕滑变形情况及形成泥石流的时间,能够建立不同降雨类型下的泥石流启动模型;通过调节压力调节阀的开度,能够调整水箱内的压力大小,根据区域下垫面条件及降雨特征设置相应的压力,进而控制降雨类型,通过调整分水箱内部压力值,能够模拟区域点暴雨集中现象,通过关闭分水箱中的一个或多个,可以模拟大风天气下的降雨过程,也可通过重叠降雨区模拟暴风雨类型,模拟结果快速准确;降雨监测装置能够实时采集土壤的变化情况,从而准确检测到泥石流的启动时间及形成过程,为泥石流预测预报提供依据。The present invention simulates the rainfall through the artificial rainfall device, monitors the soil layer changes under different rainfall through the rainfall monitoring device, and records the slope runoff, the internal runoff of the slope body, the creep deformation of the soil body during the occurrence of debris flow through the control device, and the The formation time of the debris flow can establish the debris flow startup model under different rainfall types; by adjusting the opening of the pressure regulating valve, the pressure in the water tank can be adjusted, and the corresponding pressure can be set according to the regional underlying surface conditions and rainfall characteristics to control rainfall. Type, by adjusting the internal pressure value of the water distribution tank, it is possible to simulate the phenomenon of regional point rainstorm concentration. By closing one or more of the water distribution tanks, the rainfall process in strong wind weather can be simulated, and the type of storm can also be simulated by overlapping rainfall areas, and the simulation results Fast and accurate; the rainfall monitoring device can collect soil changes in real time, so as to accurately detect the start time and formation process of debris flow, and provide a basis for debris flow prediction and prediction.
附图说明Description of drawings
图1为本发明的结构示意图;Fig. 1 is the structural representation of the present invention;
图2为本发明所述降雨支架的结构示意图;Fig. 2 is the structural schematic diagram of the rain support according to the present invention;
图3为本发明的原理框图;Fig. 3 is the principle block diagram of the present invention;
图4为本发明中压力调节阀的结构示意图。FIG. 4 is a schematic structural diagram of the pressure regulating valve in the present invention.
具体实施方式Detailed ways
以下结合附图对本发明的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本发明的部分实施例,而不是全部的实施例。基于本发明中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的其他所有实施例,都属于本发明的保护范围。The technical solutions of the present invention will be clearly and completely described below with reference to the accompanying drawings. Obviously, the described embodiments are only some of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.
如图1至图4所示,本发明所述的一种泥石流启动试验人工降雨模拟系统,包括人工降雨装置、降雨监测装置、控制装置及远程服务器,人工降雨装置用于实现人工降雨,降雨监测装置用于监测降雨量及土层的变化,控制装置用于控制人工降雨装置和降雨监测装置工作,控制装置经无线与远程服务器通信。As shown in Figures 1 to 4, the artificial rainfall simulation system of the debris flow start-up test according to the present invention includes an artificial rainfall device, a rainfall monitoring device, a control device and a remote server. The artificial rainfall device is used to realize artificial rainfall, and rainfall monitoring The device is used to monitor rainfall and soil layer changes, the control device is used to control the work of the artificial rainfall device and the rainfall monitoring device, and the control device communicates with a remote server via wireless.
人工降雨装置包括电机1、水箱、水泵2、降雨支架11及降雨喷头12,水箱包括总水箱4和若干个分水箱8,在本实施例中,分水箱8有四个,总水箱4经水泵2连接电机,总水箱4还经输水管道3分别与各个分水箱8相连,降雨支架11和降雨喷头12也有四个,各个降雨喷头12分别设置于降雨支架11上,各个分水箱8分别经输水管道3与降雨喷头12相连,总水箱4及各个分水箱8的出水口处的输水管道3均设置有压力调节阀7,总水箱4和分水箱8上均设置有压力表5和排气阀6,通过调节压力调节阀7的开度,能够调整总水箱4和各个分水箱8的水压,从而调节降雨量,压力表5用于检测总水箱4及各个分水箱8内的压力值,排气阀6用于调节总水箱4和分水箱8内的压力,避免水箱内压力波动过大而对试验造成影响, 压力表与控制装置的输入端相连,控制装置的输出端分别与压力调节阀7和排气阀6相连。The artificial rainfall device includes a motor 1, a water tank, a water pump 2, a rainfall support 11 and a
所述的压力调节阀7包括阀体701,阀体701的内部设置有空腔712,所述阀体701出液一端内部设置有安装环702,阀体进液一端的侧壁设置有调节仓703,阀体进液一端与调节仓703对应的另一侧壁上螺纹连接有螺柱704,螺柱704的一端连接有调节柱706,另一端连接有把手705,调节柱706的外径等于调节仓703的内径,调节柱706位于调节仓703内;安装环702上安装有弹簧707,弹簧707的另一端连接有圆锥形挡板709,圆锥形挡板709的底部固定有三个支撑杆708,支撑杆708的底部与空腔712的侧壁滑动连接。阀体701进液一端内设置有压力传感器710,压力传感器710与显示屏711电性连接。可通过显示屏上显示的压力传感器710的读数,通过把手调节调节柱706在调节仓703内的旋进旋出距离,进而调节压力大小;当关闭压力控制阀7时,受到弹簧707弹力的作用,锥形挡板709会堵在空腔712的进水端,防止液体回流,压力调节阀7进水端回流的液体会对压力调节阀7起到冲洗的作用。The pressure regulating valve 7 includes a
降雨支架包括底座11-1、升降油缸11-2、支板11-3、第一调节油缸11-5及第二调节油缸11-4,支板11-3经升降油缸11-2与底座11-1相连,由升降油缸11-2的伸缩带动支板11-3升降,第一调节油缸11-5的下端与支板11-3铰接,另一端连接降雨喷头12,第一调节油缸11-5的中部与第二调节油缸11-4的一端铰接,第二调节油缸11-4的另一端与支板11-3铰接,通过第一调节油缸11-5和升降油缸11-2的伸缩能够改变降雨喷头12的高度,通过第二调节油缸11-4的伸缩能够改变降雨喷头12与水平面之间的倾斜角度。升降油缸11-2、第一调节油缸11-5及第二调节油缸11-4分别与控制装置相连,升降油缸11-2、第一调节油缸11-5及第二调节油缸11-4均为现有油缸,其结构及工作原理不再赘述。此外,降雨喷头12与第一调节油缸11-5之间为可拆卸连接,在使用时可以更换不同规格的降雨喷头12,从而模拟从小雨到暴雨的不同类型的雨强。The rainfall support includes a base 11-1, a lift cylinder 11-2, a support plate 11-3, a first adjustment cylinder 11-5 and a second adjustment cylinder 11-4. The support plate 11-3 passes through the lift cylinder 11-2 and the
降雨监测装置包括雨量计10、定杆、测量杆、含水率传感器、位移传感器及摄像机14,定杆插入降雨区域外的土层中,定杆上部设置有拉伸传感器,测量杆插入降雨区域内的土层中,测量杆的顶部经钢丝连接拉伸传感器,含水率传感器及位移传感器均埋设于降雨范围内的土层中,摄像机14经摄像机支架13设置于降雨范围外,雨量计10设置于降雨喷头12的下方,雨量计10、拉伸传感器、含水率传感器、位移传感器及摄像机14的输出端均与控制装置相连。The rainfall monitoring device includes a
控制装置包括信号处理单元及单片机,信号处理单元的输入端分别与雨量计10、摄像机14、拉伸传感器、含水率传感器、位移传感器及压力表5的输出端相连,信号处理单元的输出端与单片机相连,单片机的输出端分别与压力调节阀7和排气阀6相连。The control device includes a signal processing unit and a single-chip microcomputer. The input end of the signal processing unit is respectively connected with the output end of the
在本实施例中,电机1采用采用3kw汽油发电机,水泵2采用70米扬程变频恒压水泵,降雨支架11的总高度为3.5米,输水管道3采用高压橡胶水管,压力调节阀7采用电磁阀,压力调节阀7与输水管道3的连接处用密封胶带处理,防止漏水In this embodiment, the motor 1 adopts a 3kw gasoline generator, the water pump 2 adopts a 70-meter head variable frequency constant pressure water pump, the total height of the
一种利用泥石流启动试验人工降雨模拟系统进行人工降雨模拟的方法,依次包括以下步骤:A method for artificial rainfall simulation using a debris flow start-up test artificial rainfall simulation system, comprising the following steps in sequence:
(1)在野外选择合适坡面作为试验地点,利用罗盘测量坡面的坡度,并测定坡面土体的土体的密度、前期含水量及颗粒组成特征;(1) Select a suitable slope as the test site in the field, use the compass to measure the slope of the slope, and determine the soil density, early moisture content and particle composition characteristics of the slope soil;
测定坡面土体的土体的密度、前期含水量及颗粒组成特征,能够根据坡面土体的特征选择降雨量,同时便于分析不同土质下的泥石流发生情况。Determination of soil density, early moisture content and particle composition characteristics of slope soil can select rainfall according to the characteristics of slope soil, and at the same time facilitate the analysis of debris flow occurrence under different soil qualities.
(2)划定试验区域,布置降雨支架11,并调整降雨喷头12方向,保证降雨均匀;(2) Delineate the test area, arrange the
(3)在降雨区域内布置雨量计10、测量杆、含水率传感器及位移传感器,在降雨区域外布置定杆、拉伸传感器及摄像机14;(3) Arrange
(4)打开人工降雨装置、降雨监测装置及控制装置,开始试验;(4) Turn on the artificial rainfall device, rainfall monitoring device and control device, and start the test;
(5)分别记录实际降雨量、土壤含水率、土壤的位移量及拉伸传感器的拉伸量,并将检测到的数据发送至控制装置,控制装置根据采集到的数据,结合摄像机14拍摄的画面,判断是否发生泥石流,由单片机记录泥石流发生过程中的坡面径流、坡体内部径流、土体蠕滑变形情况及形成泥石流的时间;(5) Record the actual rainfall, soil moisture content, soil displacement, and tensile sensor tension respectively, and send the detected data to the control device. The screen is used to judge whether debris flow occurs, and the single chip computer records the slope runoff, the internal runoff of the slope, the creep deformation of the soil body and the time when the debris flow is formed during the occurrence of the debris flow;
(6)调节压力调节阀7的开度,从而调节降雨喷头12的喷雨量,模拟不同的降雨情况;(6) Adjust the opening of the pressure regulating valve 7, thereby adjusting the amount of rain sprayed by the
若区域存在暴雨集中或长时间大风降雨天气,可以通过调节分水箱8内的压力进行控制,也可以将各降雨喷头12的降雨区进行重叠,模拟暴风雨模式下的降雨过程。If there is a concentrated rainstorm or long-term strong wind and rain in the area, it can be controlled by adjusting the pressure in the
(7)重复步骤(5)及步骤(6),记录在不同降雨情况下泥石流的发生过程,并建立不同降雨情况下泥石流发生过程中的坡面径流、坡体内部径流、土体蠕滑变形情况及形成泥石流的时间。(7) Repeat steps (5) and (6) to record the occurrence process of debris flow under different rainfall conditions, and establish the slope runoff, internal slope runoff, and soil creep deformation during the occurrence of debris flow under different rainfall conditions. conditions and when the mudslides formed.
本发明结构简单,操作方便,能够模拟不同的降雨类型,并且能够在不同的降雨类型下检测泥石流发生过程中的坡面径流、坡体内部径流、土体蠕滑变形情况及形成泥石流的时间,检测结果快速准确,为泥石流预测预报提供依据。The invention has simple structure and convenient operation, can simulate different rainfall types, and can detect slope runoff, internal runoff of slope body, soil creep deformation and the time of formation of debris flow in the process of debris flow occurrence under different rainfall types. The detection results are fast and accurate, providing a basis for the prediction of debris flow.
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CN113009596B (en) * | 2021-02-19 | 2022-08-30 | 西北工业大学 | Rainfall monitoring device |
CN114609366B (en) * | 2022-02-28 | 2023-09-05 | 湖北工业大学 | A rainfall simulation system for outdoor large-scale slope model experiments |
CN115410468B (en) * | 2022-07-29 | 2024-06-18 | 中国地质调查局成都地质调查中心(西南地质科技创新中心) | On-spot rainfall physical simulation test device |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101537398A (en) * | 2009-04-09 | 2009-09-23 | 西北农林科技大学 | An artificial simulated rainfall device |
CN104502563A (en) * | 2014-12-22 | 2015-04-08 | 泉州师范学院 | Rainfall type landslide disaster simulation test system |
CN204556622U (en) * | 2015-01-13 | 2015-08-12 | 中国计量学院 | A kind of simulation of Rock And Soil catastrophe and pick-up unit |
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 |
CN205449977U (en) * | 2016-03-24 | 2016-08-10 | 吉林大学 | Collection mud -rock flow starts, migrates and pile up analogue test system as an organic whole |
CN106290127A (en) * | 2016-07-31 | 2017-01-04 | 唐静 | The rainfall simulator of simulation laboratory test is washed away for roadbed side slope |
Family Cites Families (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5279151A (en) * | 1991-11-12 | 1994-01-18 | Ptrl East, Inc. | Method and system for conducting meso-scale rainfall simulations and collecting runoff |
KR20160106976A (en) * | 2015-03-03 | 2016-09-13 | (주)웸스 | Movable Type Field Rainfall Simulator For LID Verification |
-
2017
- 2017-11-06 CN CN201711075861.6A patent/CN107843713B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101537398A (en) * | 2009-04-09 | 2009-09-23 | 西北农林科技大学 | An artificial simulated rainfall device |
CN104502563A (en) * | 2014-12-22 | 2015-04-08 | 泉州师范学院 | Rainfall type landslide disaster simulation test system |
CN204556622U (en) * | 2015-01-13 | 2015-08-12 | 中国计量学院 | A kind of simulation of Rock And Soil catastrophe and pick-up unit |
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 |
CN205449977U (en) * | 2016-03-24 | 2016-08-10 | 吉林大学 | Collection mud -rock flow starts, migrates and pile up analogue test system as an organic whole |
CN106290127A (en) * | 2016-07-31 | 2017-01-04 | 唐静 | The rainfall simulator of simulation laboratory test is washed away for roadbed side slope |
Non-Patent Citations (1)
Title |
---|
白鹤滩水电站坝址近场区泥石流临界雨量研究;贺拿 等;《水利学报》;20141008;第46卷(第2期);第239-247页 * |
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