CN111322960A - Real-time monitoring system and method for deformation of soft water draining platform for channel improvement - Google Patents
Real-time monitoring system and method for deformation of soft water draining platform for channel improvement Download PDFInfo
- Publication number
- CN111322960A CN111322960A CN202010273244.2A CN202010273244A CN111322960A CN 111322960 A CN111322960 A CN 111322960A CN 202010273244 A CN202010273244 A CN 202010273244A CN 111322960 A CN111322960 A CN 111322960A
- Authority
- CN
- China
- Prior art keywords
- optical fiber
- deformation
- optical
- platform
- distributed
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
- 238000012544 monitoring process Methods 0.000 title claims abstract description 40
- 238000000034 method Methods 0.000 title claims abstract description 15
- 239000008234 soft water Substances 0.000 title 1
- 239000013307 optical fiber Substances 0.000 claims abstract description 75
- 230000003287 optical effect Effects 0.000 claims abstract description 59
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 45
- 230000005540 biological transmission Effects 0.000 claims abstract description 31
- 238000005259 measurement Methods 0.000 claims abstract description 31
- 238000004458 analytical method Methods 0.000 claims abstract description 28
- 238000010276 construction Methods 0.000 claims abstract description 9
- 239000011435 rock Substances 0.000 claims abstract 2
- 239000004575 stone Substances 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 claims 1
- 238000011156 evaluation Methods 0.000 description 3
- 239000000835 fiber Substances 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004746 geotextile Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01B—MEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
- G01B11/00—Measuring arrangements characterised by the use of optical techniques
- G01B11/16—Measuring arrangements characterised by the use of optical techniques for measuring the deformation in a solid, e.g. optical strain gauge
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01C—MEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
- G01C5/00—Measuring height; Measuring distances transverse to line of sight; Levelling between separated points; Surveyors' levels
Landscapes
- Physics & Mathematics (AREA)
- General Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Radar, Positioning & Navigation (AREA)
- Remote Sensing (AREA)
- Arrangements For Transmission Of Measured Signals (AREA)
Abstract
Description
技术领域technical field
本发明涉及航道整治技术领域,具体涉及一种基于分布式光纤的航道整治软体排枯水平台变形实时监测系统及方法。The invention relates to the technical field of waterway regulation, in particular to a real-time monitoring system and method for the deformation of a waterway regulation software platform based on distributed optical fibers.
背景技术Background technique
软体排是一种利用土工布制成一定尺寸的排布并系结固定形状的混凝土块作为压载块体而形成的河底防冲、促淤措施,目前广泛应用于长江中下游的航道整治工程中,尤其是长江中下游的河道边坡守护、洲滩守护以及各种丁坝的坝后防护等。Soft row is a kind of river bottom anti-scour and silt-promoting measures formed by using geotextile to make a certain size arrangement and tie a fixed-shaped concrete block as a ballast block. At present, it is widely used in waterway regulation in the middle and lower reaches of the Yangtze River. In the project, especially the protection of river slopes in the middle and lower reaches of the Yangtze River, the protection of beach and the rear protection of various spur dams.
典型的软体排护岸工程各部分按高程由小到大依次是软体排护底、枯水平台以及石笼网护岸三个主要部分组成。枯水平台的设计高程使得它在高水位期被水流淹没而受到水流的冲刷,枯水季节露出水面,但同时下方存在一定强度的渗流会造成局部坡体的渗流破坏。同时枯水平台是护岸与护底工程的交界区域,因而枯水平台的稳定对于软体排护岸工程整体的稳定具有较大的影响。Each part of a typical soft bank protection project is composed of three main parts, which are the soft bank protection bottom, the low water platform and the gabion net bank protection in ascending order of elevation. The design elevation of the low-water platform is such that it is submerged by the water flow during the high water level period and is scoured by the water flow, and is exposed to the water surface in the low-water season. At the same time, the low-water platform is the junction area between the bank protection and the bottom protection project, so the stability of the low-water platform has a great impact on the overall stability of the soft-body drainage bank protection project.
目前航道管理部门掌握软体排护岸(枯水平台及枯水平台上方的护岸)的水毁情况主要依靠每年在枯水期进行的一次现场踏勘,通过实地踏勘评估枯水平台及陆上建筑物的损毁情况,该方法无法做到对枯水平台变形及稳定性的精确评价与实时评价,水毁、变形的评价结果具有一定的滞后性,不利于软体排护岸工程的及时维护,因此本发明提出了一种基于分布式光纤的航道整治软体排枯水平台变形实时监测系统及方法,可实时监测枯水平台的变形情况,便于航道管理部门及时开展整治软体排护岸工程的运营及维护工作。At present, the waterway management department mainly relies on an annual on-site survey during the dry season to grasp the water damage of the soft drainage revetment (dry-water platform and the revetment above the dry-water platform). , this method cannot achieve accurate evaluation and real-time evaluation of the deformation and stability of the low-water platform, and the evaluation results of water damage and deformation have a certain hysteresis, which is not conducive to the timely maintenance of the soft body drainage and revetment works. Therefore, the present invention proposes a A distributed optical fiber-based real-time monitoring system and method for the deformation of a waterway regulation software platform for drainage of dry water can monitor the deformation of the platform in dry water in real time, so that the channel management department can timely carry out the operation and maintenance of the regulation software project for shore protection.
发明内容SUMMARY OF THE INVENTION
本发明所要解决的技术问题是针对上述现有技术的不足,提供一种可以远程、实时、动态地监测枯水平台变形沉降的基于分布式光纤的航道整治软体排枯水平台变形实时监测系统及方法。The technical problem to be solved by the present invention is to aim at the deficiencies of the above-mentioned prior art, and to provide a real-time monitoring system for the deformation and deformation of a dry-water platform based on distributed optical fiber, which can monitor the deformation and settlement of a dry-water platform remotely, in real-time, and dynamically. method.
为实现上述目的,本发明提供的技术方案是:For achieving the above object, the technical scheme provided by the present invention is:
一种基于分布式光纤的航道整治软体排枯水平台变形实时监测系统,包括分布式高强度定点光缆、光纤解调仪、传输控制模块、数据采集分析模块以及太阳能供电模块;A real-time monitoring system for the deformation of a waterway regulation software based on a distributed optical fiber for a water drainage platform, comprising a distributed high-strength fixed-point optical cable, an optical fiber demodulator, a transmission control module, a data acquisition and analysis module, and a solar power supply module;
所述分布式高强度定点光缆随枯水平台施工固定在块石下方的软体排排布上,用于实时监测枯水平台的沉降变形,所述的分布式高强度定点光缆引至岸上后介入光纤解调仪;The distributed high-strength fixed-point optical cable is fixed on the soft body arrangement below the boulders with the construction of the dry platform, and is used for real-time monitoring of the settlement and deformation of the low-water platform. The distributed high-strength fixed-point optical cable is led to the shore and then intervened. Fiber demodulator;
所述的光纤解调仪用于解析传感光缆的光学信号,从而感知枯水平台的沉降变形量,所述的光纤解调仪将通过解析测定获得的测量数据传输至传输控制模块;The optical fiber demodulator is used to analyze the optical signal of the sensing optical cable, so as to sense the settlement deformation of the low-water platform, and the optical fiber demodulator transmits the measurement data obtained by the analytical measurement to the transmission control module;
所述的传输控制模块将光纤解调仪传来的测量数据传输至数据采集分析模块,并且接收数据采集分析模块发来的测量命令,再将其接收的测量命令传输至光纤解调仪,实现光纤解调仪对传感光缆变形的定时与即时测量;The transmission control module transmits the measurement data from the optical fiber demodulator to the data acquisition and analysis module, and receives the measurement command sent by the data acquisition and analysis module, and then transmits the received measurement command to the optical fiber demodulator to realize Timing and real-time measurement of sensor cable deformation by optical fiber demodulator;
所述太阳能供电模块连接光纤解调仪和传输控制模块,为光纤解调仪和传输控制模块提供电能。The solar power supply module is connected to the optical fiber demodulator and the transmission control module, and provides power for the optical fiber demodulator and the transmission control module.
进一步的,在所述的分布式高强度定点光缆旁边平行布设一个与分布式高强度定点光缆相同长度的高强度温度补偿光纤,并均最终引至岸上介入光纤解调仪。Further, a high-strength temperature compensation optical fiber with the same length as the distributed high-intensity fixed-point optical fiber cable is arranged in parallel beside the distributed high-intensity fixed-point optical fiber cable, and both are finally led to the onshore intervention optical fiber demodulator.
进一步的,所述的分布式高强度定点光缆和高强度温度补偿光纤随施工过程中同步沿枯水平台长度方向利用夹具居中固定在块石下方的软体排排布上。Further, the distributed high-strength fixed-point optical fiber cable and the high-strength temperature compensation optical fiber are synchronously fixed on the soft body arrangement under the block stone along the length of the dry platform by means of clamps during the construction process.
进一步的,所述的夹具包括夹片、垫片及固定螺栓,所述的夹片上具有两个凸起的卡口,分别为应变光缆固定卡口和温补光缆固定卡口;所述的夹片安装在垫片上,夹片与垫片的两端通过固定螺栓安装固定;所述的夹片与垫片之间铺设排布加筋条,所述排布加筋条穿过夹片与垫片之间的缝隙,应变光缆固定卡口和温补光缆固定卡口分别将应变光缆、温补光缆固定在排布加筋条上。Further, the clamp includes a clip, a gasket and a fixing bolt, and the clip has two raised bayonets, which are a strain optical cable fixing bayonet and a temperature compensation optical cable fixing bayonet respectively; the clip The plate is installed on the gasket, and the two ends of the clip and the gasket are installed and fixed by fixing bolts; reinforced strips are laid between the clip and the gasket, and the reinforced strips pass through the clip and the gasket. The gap between the spacers, the strain optic cable fixing bayonet and the temperature compensating optic cable fixing bayonet respectively fix the strain optic cable and the temperature compensating optic cable on the arrangement rib.
进一步的,所述的传输控制模块具有无线接收及发射端,传输控制模块与数据采集分析模块通过无线信号连接,远程实现光纤解调仪对传感光缆变形的定时与即时测量。Further, the transmission control module has wireless receiving and transmitting terminals, and the transmission control module and the data acquisition and analysis module are connected by wireless signals to remotely realize the timing and real-time measurement of the deformation of the sensing optical cable by the optical fiber demodulator.
一种基于分布式光纤的航道整治软体排枯水平台变形实时监测方法,包括以下步骤:A method for real-time monitoring of the deformation of a waterway regulation software platform based on distributed optical fibers, comprising the following steps:
S1:将实时监测系统建设及调试完成后,利用数据采集分析模块设定监测时间并发出测量命令;S1: After the construction and debugging of the real-time monitoring system is completed, use the data acquisition and analysis module to set the monitoring time and issue a measurement command;
S2:传输控制模块接收到测量命令后控制光纤解调仪对分布式高强度定点光缆以及高强度温度补偿光缆进行测量;S2: After the transmission control module receives the measurement command, it controls the optical fiber demodulator to measure the distributed high-strength fixed-point optical cable and the high-intensity temperature-compensated optical cable;
S3:每次光纤解调仪测量完成后将测量数据经由传输控制模块传输至数据采集分析模块;S3: After each optical fiber demodulator measurement is completed, the measurement data is transmitted to the data acquisition and analysis module through the transmission control module;
S4:数据采集分析模块对接收到的光缆变形数据进行分析计算,得出枯水平台沉降变形量,进行实时监控;S4: The data acquisition and analysis module analyzes and calculates the received optical cable deformation data, obtains the settlement deformation amount of the low-water platform, and conducts real-time monitoring;
S5:整个实时监测系统在运行过程中,光纤解调仪以及传输控制模块由太阳能供电模块进行供电。S5: During the operation of the entire real-time monitoring system, the optical fiber demodulator and the transmission control module are powered by the solar power supply module.
与现有技术相比,本发明的有益效果是:Compared with the prior art, the beneficial effects of the present invention are:
1)本发明提出的航道整治软体排枯水平台沉降变形监测方法可以实时、精确地监测枯水平台的沉降变形情况;1) The method for monitoring the settlement and deformation of the waterway regulation software platform for low-water drainage proposed by the present invention can monitor the settlement and deformation of the low-water platform in real time and accurately;
2)本发明可填补目前航道整治软体排枯水平台沉降变形实时监测的技术短板,对于内河航道整治建筑物服役状态实多源监测技术的发展具有促进作用。2) The present invention can fill the technical shortcomings of real-time monitoring of settlement and deformation of the current waterway regulation software for drainage platforms, and has a promoting effect on the development of multi-source monitoring technology for the service status of inland waterway regulation buildings.
附图说明Description of drawings
图1是本发明基于分布式光纤的航道整治软体排枯水平台变形实时监测系统的示意图。FIG. 1 is a schematic diagram of the real-time monitoring system for the deformation of the waterway regulation software based on the distributed optical fiber of the present invention.
图2是典型枯水平台断面及光缆布设位置。Figure 2 shows the cross-section of a typical dry platform and the location of the optical cable.
图3是夹具的结构示意图。Figure 3 is a schematic view of the structure of the clamp.
图4是夹片俯视结构示意图。FIG. 4 is a schematic view of the top-view structure of the clip.
图5是垫片俯视结构示意图。FIG. 5 is a schematic top view of the structure of the gasket.
图中:1-枯水平台、2-高强度定点光缆、3-高强度温度补偿光缆、4-光纤解调仪、5-传输控制模块、6-太阳能供电模块、7-数据采集分析模块、8-枯水平台抛石层、9-软体排排布,10-夹片,11-垫片,12-固定螺栓,13-温补光缆固定卡口,14-应变光缆固定卡口,15-排布加筋条,16-螺栓孔。In the figure: 1-dry water platform, 2-high-intensity fixed-point optical cable, 3-high-intensity temperature compensation optical cable, 4-fiber demodulator, 5-transmission control module, 6-solar power supply module, 7-data acquisition and analysis module, 8- riprap layer of dry water platform, 9- software arrangement, 10- clip, 11- gasket, 12- fixing bolt, 13- temperature compensation optical cable fixing bayonet, 14- strain optic cable fixing bayonet, 15- Lay out stiffeners, 16-bolt holes.
具体实施方式Detailed ways
下面结合具体实施例对本发明作进一步说明。The present invention will be further described below in conjunction with specific embodiments.
一种基于分布式光纤的航道整治软体排枯水平台1变形实时监测系统,包括分布式高强度定点光缆2、光纤解调仪4、传输控制模块5、数据采集分析模块7以及太阳能供电模块6;A real-time monitoring system for the deformation of a waterway
所述分布式高强度定点光缆2随枯水平台1施工固定在块石下方的软体排排布9上,用于实时监测枯水平台1的沉降变形,所述的分布式高强度定点光缆2引至岸上后介入光纤解调仪4;The distributed high-strength fixed-point
所述的光纤解调仪4用于解析传感光缆的光学信号,从而感知枯水平台1的沉降变形量,所述的光纤解调仪4将通过解析测定获得的测量数据传输至传输控制模块5;The
所述的传输控制模块5将光纤解调仪4传来的测量数据传输至数据采集分析模块7,并且接收数据采集分析模块7发来的测量命令,再将其接收的测量命令传输至光纤解调仪4,实现光纤解调仪4对传感光缆变形的定时与即时测量;The
所述太阳能供电模块6连接光纤解调仪4和传输控制模块5,为光纤解调仪4和传输控制模块5提供电能。The solar
在所述的分布式高强度定点光缆2旁边平行布设一个与分布式高强度定点光缆2相同长度的高强度温度补偿光纤,并均最终引至岸上介入光纤解调仪4。A high-strength temperature compensating optical fiber of the same length as the distributed high-strength fixed-point
所述的分布式高强度定点光缆2和高强度温度补偿光纤随施工过程中同步沿枯水平台1长度方向利用夹具居中固定在块石下方的软体排排布9上。The distributed high-strength fixed-point
所述的夹具包括夹片10、垫片11及固定螺栓12,所述的夹片10上具有两个凸起的卡口,分别为应变光缆固定卡口14和温补光缆固定卡口13;所述的夹片10安装在垫片11上,夹片10与垫片11的两端通过固定螺栓12安装固定;所述的夹片10与垫片11之间铺设排布加筋条15,所述排布加筋条15穿过夹片10与垫片11之间的缝隙,应变光缆固定卡口14和温补光缆固定卡口13分别将应变光缆、温补光缆固定在排布加筋条15上。The clamp includes a clip 10, a
所述的应变光缆固定卡口14内固定其内穿过的分布式高强度定点光缆2,所述的温补光缆固定卡口13内固定其内穿过的高强度温度补偿光纤;所述的夹片10与垫片11的长度及宽度相同,所述应变光缆固定卡口14的宽度与分布式高强度定点光缆2直径相同、高度较分布式高强度定点光缆2直径小1-1.5mm,温补光缆固定卡口13的高度及宽度与高强度温度补偿光纤的直径相同。The strained optical
所述的传输控制模块5具有无线接收及发射端,传输控制模块5与数据采集分析模块7通过无线信号连接,远程实现光纤解调仪4对传感光缆变形的定时与即时测量。The
一种基于分布式光纤的航道整治软体排枯水平台1变形实时监测方法,包括以下步骤:A method for real-time monitoring of deformation of a waterway
S1:将实时监测系统建设及调试完成后,利用数据采集分析模块7设定监测时间并发出测量命令;S1: After completing the construction and debugging of the real-time monitoring system, use the data acquisition and analysis module 7 to set the monitoring time and issue a measurement command;
S2:传输控制模块5接收到测量命令后控制光纤解调仪4对分布式高强度定点光缆2以及高强度温度补偿光缆3进行测量;S2: After receiving the measurement command, the
S3:每次光纤解调仪4测量完成后将测量数据经由传输控制模块5传输至数据采集分析模块7;S3: after each measurement of the
S4:数据采集分析模块7对接收到的光缆变形数据进行分析计算,得出枯水平台1沉降变形量,进行实时监控;S4: The data acquisition and analysis module 7 analyzes and calculates the received optical cable deformation data, obtains the settlement deformation amount of the low-
S5:整个实时监测系统在运行过程中,光纤解调仪4以及传输控制模块5由太阳能供电模块6进行供电。S5: During the operation of the entire real-time monitoring system, the
以上所述,仅是本发明的较佳实施例,并非对本发明作任何形式上的限制,任何熟悉本专业的技术人员,在不脱离本发明技术方案范围内,依据本发明的技术实质,对以上实施例所作的任何简单的修改、等同替换与改进等,均仍属于本发明技术方案的保护范围之内。The above are only preferred embodiments of the present invention, and do not limit the present invention in any form. Any person skilled in the art, without departing from the scope of the technical solution of the present invention, according to the technical essence of the present invention, Any simple modifications, equivalent replacements and improvements made in the above embodiments still fall within the protection scope of the technical solutions of the present invention.
Claims (7)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010273244.2A CN111322960A (en) | 2020-04-09 | 2020-04-09 | Real-time monitoring system and method for deformation of soft water draining platform for channel improvement |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010273244.2A CN111322960A (en) | 2020-04-09 | 2020-04-09 | Real-time monitoring system and method for deformation of soft water draining platform for channel improvement |
Publications (1)
Publication Number | Publication Date |
---|---|
CN111322960A true CN111322960A (en) | 2020-06-23 |
Family
ID=71166147
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010273244.2A Pending CN111322960A (en) | 2020-04-09 | 2020-04-09 | Real-time monitoring system and method for deformation of soft water draining platform for channel improvement |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111322960A (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113094631A (en) * | 2021-04-16 | 2021-07-09 | 交通运输部天津水运工程科学研究所 | Large-range scouring pit optical fiber monitoring data processing method for end part of bank protection soft row body |
CN113094632A (en) * | 2021-04-16 | 2021-07-09 | 交通运输部天津水运工程科学研究所 | Method for processing local deformation settlement optical fiber monitoring data of end part of bank protection soft raft body |
CN116592782A (en) * | 2023-05-16 | 2023-08-15 | 广东电网有限责任公司东莞供电局 | Transformer built-in distributed optical fiber deformation sensor |
CN117516400A (en) * | 2023-10-12 | 2024-02-06 | 河海大学 | Based on experiments, the strain conversion method for monitoring software row deformation using fiber optic sensing is determined. |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201935662U (en) * | 2010-12-09 | 2011-08-17 | 水利部交通运输部国家能源局南京水利科学研究院 | Laser-aided device for measuring water head height |
CN102505661A (en) * | 2011-12-21 | 2012-06-20 | 杨梦云 | Construction scheme of stone-piled foot protector of underwater bearing platform |
CN103292719A (en) * | 2012-03-20 | 2013-09-11 | 水利部交通运输部国家能源局南京水利科学研究院 | Method using distributed type optical fibers to measure stress structure deformation and stress of geotechnical cloth |
CN209162759U (en) * | 2018-11-30 | 2019-07-26 | 交通运输部天津水运工程科学研究所 | A kind of assembly concrete low water platform |
CN110440707A (en) * | 2019-08-28 | 2019-11-12 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of soft raft service state real-time monitoring and evaluation system and method based on distribution type fiber-optic |
-
2020
- 2020-04-09 CN CN202010273244.2A patent/CN111322960A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN201935662U (en) * | 2010-12-09 | 2011-08-17 | 水利部交通运输部国家能源局南京水利科学研究院 | Laser-aided device for measuring water head height |
CN102505661A (en) * | 2011-12-21 | 2012-06-20 | 杨梦云 | Construction scheme of stone-piled foot protector of underwater bearing platform |
CN103292719A (en) * | 2012-03-20 | 2013-09-11 | 水利部交通运输部国家能源局南京水利科学研究院 | Method using distributed type optical fibers to measure stress structure deformation and stress of geotechnical cloth |
CN209162759U (en) * | 2018-11-30 | 2019-07-26 | 交通运输部天津水运工程科学研究所 | A kind of assembly concrete low water platform |
CN110440707A (en) * | 2019-08-28 | 2019-11-12 | 水利部交通运输部国家能源局南京水利科学研究院 | A kind of soft raft service state real-time monitoring and evaluation system and method based on distribution type fiber-optic |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN113094631A (en) * | 2021-04-16 | 2021-07-09 | 交通运输部天津水运工程科学研究所 | Large-range scouring pit optical fiber monitoring data processing method for end part of bank protection soft row body |
CN113094632A (en) * | 2021-04-16 | 2021-07-09 | 交通运输部天津水运工程科学研究所 | Method for processing local deformation settlement optical fiber monitoring data of end part of bank protection soft raft body |
CN113094631B (en) * | 2021-04-16 | 2022-03-04 | 交通运输部天津水运工程科学研究所 | Optical fiber monitoring data processing method for large-scale scouring pits at the end of the bank protection soft body |
CN113094632B (en) * | 2021-04-16 | 2022-04-01 | 交通运输部天津水运工程科学研究所 | Optical fiber monitoring data processing method for local deformation and settlement of bank protection soft body row end |
NL2031569A (en) * | 2021-04-16 | 2022-10-24 | Tianjin Research Inst Water Transp Engineering Mot | Processing method for optical fibre monitoring data in a wide range of scour pit at the end of the soft raft for bank-revetment |
CN116592782A (en) * | 2023-05-16 | 2023-08-15 | 广东电网有限责任公司东莞供电局 | Transformer built-in distributed optical fiber deformation sensor |
CN116592782B (en) * | 2023-05-16 | 2024-05-10 | 广东电网有限责任公司东莞供电局 | Transformer built-in distributed optical fiber deformation sensor |
CN117516400A (en) * | 2023-10-12 | 2024-02-06 | 河海大学 | Based on experiments, the strain conversion method for monitoring software row deformation using fiber optic sensing is determined. |
CN117516400B (en) * | 2023-10-12 | 2024-06-28 | 河海大学 | Determining the strain conversion method of optical fiber sensing when monitoring the deformation of soft objects based on experiments |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111322960A (en) | Real-time monitoring system and method for deformation of soft water draining platform for channel improvement | |
CN208266894U (en) | A kind of intelligent TGXG for soil-slope | |
CN102102537B (en) | Tunnel surrounding rock radial stress strain distributed monitoring technology | |
CN208225263U (en) | A kind of safety monitoring slope acquisition system based on Internet of Things big data | |
CN108825304A (en) | A kind of shield tunnel stratum is stable with tunnel structure Long Period Health Monitoring system | |
CN107131862B (en) | Rock-fill dam panel deformation monitoring device and construction method | |
CN101713691A (en) | Health-monitoring system of distributed sensing fiber tunnel | |
CN105698897A (en) | Distributed optical fiber sensing technology and system for earth-rock dam seepage line monitoring | |
CN110749304A (en) | Substation ground subsidence monitoring device and method based on weak grating | |
CN210981177U (en) | Intelligent geogrid suitable for tunnel and monitoring system thereof | |
CN112504336A (en) | Landslide area pipeline deformation monitoring system | |
CN104236623B (en) | Multifunctional automated monitoring system for frost heaving of water conveyance canal | |
WO2021036231A1 (en) | Distributed optical fiber-based system and method for real-time monitoring and evaluation of service status of soft mattress | |
CN109855522A (en) | A kind of displacement detection system and method for tunnel space deformation | |
CN114705338A (en) | A real-time monitoring device and monitoring method for scouring of offshore wind power pile foundation | |
CN202928559U (en) | Metro running tunnel settlement observation device | |
CN108168510B (en) | Subgrade settlement deformation monitoring system based on fiber grating and its installation method | |
CN205785182U (en) | A kind of soft soil base sedimentation sensor based on fiber grating sensing technology | |
CN105157596B (en) | A kind of intelligent electric power comb DEFORMATION MONITORING SYSTEM | |
TWI388807B (en) | Measurement System and Method of Unit - type Sand Concentration and Flow Rate Ultrasonic Measurement | |
CN108303498A (en) | The linear monitoring system and method that water channel destroys | |
CN210833509U (en) | Transformer substation ground settlement monitoring device based on weak grating | |
CN208254420U (en) | Using the equipment of distribution type fiber-optic measurement soil deformation | |
CN216433340U (en) | A real-time detection system of mechanical quality state of ballast bed based on tamping car | |
CN207798794U (en) | The linear monitoring system that water channel destroys |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200623 |
|
RJ01 | Rejection of invention patent application after publication |