CN105046075A - Analyzing-processing method and device for dam quality monitoring data - Google Patents

Analyzing-processing method and device for dam quality monitoring data Download PDF

Info

Publication number
CN105046075A
CN105046075A CN201510405835.XA CN201510405835A CN105046075A CN 105046075 A CN105046075 A CN 105046075A CN 201510405835 A CN201510405835 A CN 201510405835A CN 105046075 A CN105046075 A CN 105046075A
Authority
CN
China
Prior art keywords
data
abnormality detection
detection point
dam
monitoring
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
Application number
CN201510405835.XA
Other languages
Chinese (zh)
Inventor
高万林
江新兰
杨邦杰
张港红
陈雪瑞
于丽娜
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Agricultural University
Original Assignee
China Agricultural University
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 China Agricultural University filed Critical China Agricultural University
Priority to CN201510405835.XA priority Critical patent/CN105046075A/en
Publication of CN105046075A publication Critical patent/CN105046075A/en
Pending legal-status Critical Current

Links

Landscapes

  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The invention discloses an analyzing-processing method and device for dam quality monitoring data. The method comprises the following steps: acquiring dam quality monitoring original data; annotating the validity of each datum in the dam quality monitoring original data; performing abnormal data detection on the data annotated as valid to find abnormal detection points; and judging whether or not the abnormal detection points are generated due to monitoring causes, if not, performing physical cause analysis on the abnormal detection points, and making safety evaluation and aid decision making according to an abnormity reason if the abnormality reason is found. The dam quality monitoring data is analyzed comprehensively, so that the dam quality safety is judged immediately, accurately and comprehensively, and the influence of abnormity degree on a dam is determined according to the found abnormality cause. A suggestion on an aid decision making measure is made according to the abnormality cause and the abnormity degree, so that the safety state of the dam is analyzed immediately and accurately, and a corresponding measure is provided.

Description

The analysis and processing method of dam monitoring data and device
Technical field
The invention belongs to dam quality monitoring technical field, more specifically relate to a kind of analysis and processing method and device of dam monitoring data.
Background technology
Worldwide dam quantity and enlistment age increase day by day, are also day by day concerned about its safety, have occurred many data about existing dam situation and report and have improved the suggestion of existing dam situation.Usually adopted analysis observational data set up mathematics monitoring model and in conjunction with methods such as daily inspections, analyze the work condition of dam, evaluate and monitor in the past.But, because the condition of work of dam is very complicated, said method is only adopted to also have its limitation, final comprehensive analysis and inspection still need have been come by veteran expert or expert group, when particularly there is dangerous situation in flood season, usually to be in the action by leaders, organize expert group comprehensively to analyze, appraisal and decision-making.In addition, because the observational data of dam is a lot, process and analytical work amount very large, and owing to being subject to the restriction of various condition, the technician of dam management unit is difficult to process in time, and the units concerned 1-2 year generally will be entrusted to complete, thus analysis results can not be used in time the safe operation monitoring dam, also just can not Timeliness coverage hidden danger, so that delay opportunity, cause unnecessary loss.
Summary of the invention
(1) technical matters that will solve
The technical problem to be solved in the present invention is how according to dam work condition Comprehensive Evaluation dam quality safety timely and accurately, and provides corresponding measure.
(2) technical scheme
In order to solve the problems of the technologies described above, the invention provides a kind of analysis and processing method of dam monitoring data, described method comprises:
S1, acquisition dam quality monitoring raw data;
S2, the validity of each data in described dam quality monitoring raw data to be marked;
S3, be labeled as effective data in described step S2, carry out anomaly data detection, find abnormality detection point;
S4, the described abnormality detection point obtained for described step S3, judge whether it is produced, if not then enter step S5 by monitoring reason;
S5, physical cause analysis is carried out to described abnormality detection point, if find abnormal cause, then provide safety evaluation and aid decision making according to described abnormal cause.
Preferably, described dam quality monitoring raw data comprises artificial survey read data and devices collect data.
Preferably, in described step S2, validity mark comprises the following steps:
For each data in described dam quality monitoring raw data, if it is in corresponding span, be labeled as effectively;
For the two kinds of data can mutually released in described dam quality monitoring raw data, the relative error range of control according to correspondence carries out Effective judgement, if the difference of described two kinds of data is in described relative error range of control, is labeled as effectively.
Preferably, in described step S3, Utilization assessment criterion carries out anomaly data detection, and described interpretational criteria comprises Spatio-Temporal Evaluation criterion, rule interpretational criteria, monitoring model interpretational criteria, monitor control index interpretational criteria and inspection interpretational criteria.
Preferably, in described step S4, describedly judge that whether it be produced by monitoring reason to comprise the following steps:
To identical with the described abnormality detection point time, and be positioned at multiple detecting with the measured value of the identical monitoring variable of described abnormality detection point with reference to check point at other positions, if described multiple Monitoring Data change all without exception with reference to check point, corresponding described abnormality detection point produces by monitoring reason;
The relevant monitoring variable of described abnormality detection point and relevant environment amount are detected, if significant change or described relevant environment amount do not occur described relevant monitoring variable do not exceed the Load Combination that history occurs, then corresponding described abnormality detection point produces by monitoring reason; Wherein said relevant monitoring variable comprises the relevant monitoring variable measured value such as water level under distortion corresponding to the described abnormality detection point position identical with the described abnormality detection point time, stress, osmotic pressure, two sides, and described relevant environment amount comprises described abnormality detection point corresponding reservoir level, temperature;
In above-mentioned steps, if distortion and stress doubtful point are then correlated with, monitoring variable comprises osmotic pressure and two sides underground water table, if osmotic pressure doubtful point is then correlated with, monitoring variable comprises distortion and the stress of described abnormality detection point.
Preferably, the physical cause in described step S5 comprises extraneous physical factor and internal physical factor;
Described external physical factor comprises environmental factor;
Described internal physical factor comprises displacement, distortion, stress and seepage flow.
Preferably, in described step S5, first analysis is carried out to described external physical factor and judge, if eliminate the impact of described external physical factor, then analysis is carried out to described internal physical factor and judge, otherwise analysis judgement is not carried out to described internal physical factor.
Preferably, in described step S5, describedly physical cause analysis carried out to described abnormality detection point comprise the following steps:
Carry out external physical factor analysis, judge whether the temperature that described abnormality detection point is corresponding and reservoir level occur obviously, judge whether the geographic position that described abnormality detection point is corresponding blasting operation occurred, whether earthquake occurs; Under judging, whether water level there is significant change, obtains the environmental factor affecting described abnormality detection point;
Analyze under the effect of described environmental factor, whether the dam foundation of described abnormality detection point there is distortion or slided, and whether curtain or the draining of described abnormality detection point be impaired;
At the described dam foundation, distortion occurred or slided, and when described curtain or impaired drainage, whether the dam body analyzing described abnormality detection point there is excessive deformation or crack, finds the abnormal cause corresponding to described external physical factor;
Carry out internal physical factor analysis, analyze the displacement of described abnormality detection point, distortion, stress and seepage flow change, obtain the abnormal cause corresponding to internal physical factor.
Preferably, in described step S5, describedly provide safety evaluation according to described abnormal cause and aid decision making comprises the following steps:
Determine to obtain described safety evaluation by its intensity of anomaly caused dam according to described abnormal cause;
Abnormal cause according to described intensity of anomaly and correspondence determines corresponding aid decision making.
An APU for dam monitoring data, described device utilizes said method to carry out analyzing and processing, and described device comprises:
Monitoring Data perception acquiring unit, for obtaining dam quality monitoring raw data, and passes to Monitoring Data pretreatment unit;
Monitoring Data pretreatment unit, the validity for each data in the described dam quality monitoring raw data that receives it marks, and the data after process are passed to anomaly data detection unit;
Anomaly data detection unit, carries out anomaly data detection for the effective data that are labeled as received it, finds abnormality detection point, and pass to Anomaly causation analysis unit;
Anomaly causation analysis unit, for judging whether described abnormality detection point is produced, if not then carry out physical cause analysis to described abnormality detection point, if find abnormal cause that described abnormal cause is passed to comprehensive safety evaluation unit by monitoring reason;
Comprehensive safety evaluation unit, for providing safety evaluation and aid decision making according to described abnormal cause.
(3) beneficial effect
The invention provides a kind of APU and method of dam monitoring data, the present invention comprehensively analyzes dam monitoring data, Comprehensive Evaluation dam quality safety timely and accurately, and determine the impact on the intensity of anomaly that dam causes according to the abnormal cause found, the suggestion of aid decision making measure is proposed according to abnormal cause and intensity of anomaly, realize promptly and accurately analyzing Dam safety state, and provide corresponding measure.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is the analysis and processing method process flow diagram of a preferred embodiment dam monitoring data in the present invention;
Fig. 2 is the process flow diagram of step S5 in the analysis and processing method of a preferred embodiment dam monitoring data in the present invention;
Fig. 3 is the structural representation of the APU of a preferred embodiment dam monitoring data in the present invention.
Embodiment
Below in conjunction with drawings and Examples, the present invention is described in further detail.Following examples for illustration of the present invention, but can not be used for limiting the scope of the invention.
Fig. 1 is the analysis and processing method process flow diagram of a preferred embodiment dam monitoring data in the present invention; Described method comprises:
S1, acquisition dam quality monitoring raw data;
S2, the validity of each data in described dam quality monitoring raw data to be marked;
S3, be labeled as effective data in described step S2, carry out anomaly data detection, find abnormality detection point;
S4, the described abnormality detection point obtained for described step S3, judge whether it is produced, if not then enter step S5 by monitoring reason;
S5, physical cause analysis is carried out to described abnormality detection point, if find abnormal cause, then provide safety evaluation and aid decision making according to described abnormal cause, and export described abnormal cause, safety evaluation and aid decision making.
The present invention comprehensively analyzes dam monitoring data, Comprehensive Evaluation dam quality safety timely and accurately, and determine the impact on the intensity of anomaly that dam causes according to the abnormal cause found, the suggestion of aid decision making measure is proposed according to abnormal cause and intensity of anomaly, realize promptly and accurately analyzing Dam safety state, and provide corresponding measure.
Further, if described step S5 does not find abnormal cause, all analysiss of data (data such as namely corresponding dam quality monitoring raw data and other relevant process data) are then provided, carry out Comprehensive Evaluation for expert, and provide safety evaluation and aid decision making.
Above-mentioned expert judging refers to that applying fundamentals of fuzzy judgement by expert carries out Comprehensive Evaluation to abnormal data.Described expert should be made up of, wherein containing the authoritative expert at least 1 had wide experience the expert of the specialties such as design, construction, operation and computing machine.
Further, dam quality monitoring raw data described in Real-time Obtaining, comprises artificial survey read data and devices collect data.
Further, described step S2 is the pretreated step of Monitoring Data, and it includes but not limited to that validity marks, and concrete safety evaluation and aid decision making comprise the following steps:
For each data in described dam quality monitoring raw data, if it is in corresponding span, be labeled as effectively;
For the two kinds of data can mutually released in described dam quality monitoring raw data, the relative error range of control according to correspondence carries out Effective judgement, if the difference of described two kinds of data is in described relative error range of control, is labeled as effectively.
To state (validity) analysis and distinguishing of raw data in described step S2, rower of going forward side by side is noted, to be supplied to the more information of comprehensive analysis.Raw data has its span, and this is set by the instrument range of monitoring.This scope all must set for artificial survey read data and automatic data collection, it can get rid of some apparent misoperationes the very first time, as radix point lose, sign puts upside down, data record sequence error, obviously clerical mistake etc., or find that some measure unsuccessfully, as instrument short circuit, measure unstability etc.Simultaneously, when processing raw data, for one group of physical quantity that certain instrument records, wherein there is tittle completely relevant (as cycle and frequency, frequency and frequently mould, cycle and frequently mould etc.), belong to redundant information, can release mutually, so can verify mutually or can substitution effect be played when shortage of data.For redundant data, need to carry out validity check, a relative error controlling value is needed during general two correlatives checking, can determine according to instrument kind and instrument itself, difference as both mistakes thinks that in relative error range of control related data is consistent, then this group monitor value is effective, otherwise thinks the data of contradiction.In addition, in line with the principle of abundant Appropriate application observation data, also the state of the data defect in raw data and contradiction is marked, fully understand Data Source for during follow-up comprehensive analysis.
Further, described step S3 is tested to exceptional value by quantivative approach, monitor value and judge criterion are compared, find out abnormality detection point, and described interpretational criteria comprises Spatio-Temporal Evaluation criterion, rule interpretational criteria, monitoring model interpretational criteria, monitor control index interpretational criteria and inspection interpretational criteria.In this step, if do not find abnormality detection point, then get back to and start step S1.
Space-time is passed judgment on criterion and is mainly identified normal value, sudden change value, tendency and abnormal conditions, the Main Basis identified compares according to each Monitoring Data value and a front measured value, a front measured value of equivalent environment data (as water level, temperature etc.), eigenwert (as maximal value, minimum value), to check the rationality of the monitoring variable regularity of distribution, therefrom identify time that exceptional value occurs, position and environmental factor.
Rule is passed judgment on criterion and is mainly referred to Laws of Mechanics, according to the rule of the experimental check displacement of deterministic parsing or long-time running, distortion, ess-strain and seepage flow.
Monitoring model is passed judgment on criterion and is applicable to all observed quantities such as displacement, distortion, osmotic pressure, stress, is compared by the predicted value of measurement data and various mathematical model.
Monitor control index judge criterion refers to and is compared by the monitor control index of measurement data with the stress determined by design specifications or designing unit and osmotic pressure.
Inspection judge criterion refers to and the result of manual patrol and judgment criteria is compared, normal to judge whether.
Further, in described step S4, describedly judge that whether it be produced by monitoring reason to comprise the following steps:
To identical with the described abnormality detection point time, and be positioned at multiple detecting with the measured value of the identical monitoring variable of described abnormality detection point with reference to check point at other positions, if described multiple Monitoring Data change all without exception with reference to check point, corresponding described abnormality detection point produces by monitoring reason;
The relevant monitoring variable of described abnormality detection point and relevant environment amount are detected, if significant change or described relevant environment amount do not occur described relevant monitoring variable do not exceed the Load Combination that history occurs, then corresponding described abnormality detection point produces by monitoring reason; Wherein said relevant monitoring variable comprises the relevant monitoring variable measured value such as water level under distortion corresponding to the described abnormality detection point position identical with the described abnormality detection point time, stress, osmotic pressure, two sides, and described relevant environment amount comprises described abnormality detection point corresponding water level, temperature.
Above-mentioned is identical monitoring variable and relevant monitoring variable two inspection.Identical monitoring variable inspection is position according to exception corresponding to abnormality detection point and time, retrieve the measured value of the same time at other positions, especially the measured value of key position, if the measured value Non Apparent Abnormality change of measuring point (with reference to check point) around, then can judge that observation reason causes.Relevant monitoring variable inspection is position according to exception corresponding to abnormality detection point and time, and the relevant monitoring variable of retrieval (as distortion and stress doubtful point, inspection osmotic pressure and two sides underground water table; Osmotic pressure doubtful point, checks distortion and stress etc.) and relevant environment amount (reservoir level, temperature etc.), if relevant monitoring variable does not exceed the Load Combination of history generation without significant change or relevant environment amount, then can think to be caused by observation reason.
Further, for the described abnormality detection point in described step S4, if judged result is produced by monitoring reason for it, then carries out the inspection of recording geometry, and get back to step S1.
Further, the physical cause in described step S5 comprises extraneous physical factor and internal physical factor;
Described external physical factor comprises environmental factor; Environmental factor comprises reservoir level and temperature;
Described internal physical factor comprises displacement, distortion, stress and seepage flow.
Further, in described step S5, first analysis is carried out to described external physical factor and judge, if eliminate the impact of described external physical factor, then analysis is carried out to described internal physical factor and judge, otherwise analysis judgement is not carried out to described internal physical factor.
Further, in described step S5, describedly physical cause analysis is carried out to described abnormality detection point comprise the following steps, as shown in Figure 2:
Carry out external physical factor analysis (i.e. environment parameter analysis), judge whether the temperature that described abnormality detection point is corresponding and reservoir level occur obviously, judge whether the geographic position that described abnormality detection point is corresponding blasting operation occurred, whether earthquake occurs or takes Other Engineering measure etc.; Under judging, whether water level there is significant change, obtains the environmental factor affecting described abnormality detection point;
The dam foundation is analyzed, and analyzes under the effect of described environmental factor, and whether the dam foundation (especially main slip-crack surface and geologic structure face) of described abnormality detection point distortion occurred or slides, and whether curtain or the draining of described abnormality detection point be impaired;
Dam body is analyzed, and at the described dam foundation, distortion occurred or slided, and when described curtain or impaired drainage, whether the dam body analyzing described abnormality detection point excessive deformation or crack occurs, and find the abnormal cause corresponding to described external physical factor;
Obtain external cause corresponding to abnormality detection point by step above, if create described abnormality detection point by external cause, then direct intensity of anomaly and the aid decision making determining correspondence according to external cause, were it not for, and external cause produces, then analyze internal cause, carry out step below.
Carry out internal physical factor analysis (i.e. internal factor analysis), analyze the change of the structure in geographic position corresponding to described abnormality detection point, displacement, distortion, stress and seepage flow, obtain the abnormal cause corresponding to internal physical factor, produce abnormal quantitative achievement.If the internal cause of determining, then create described abnormality detection point by internal cause, then direct intensity of anomaly and the aid decision making determining correspondence according to internal cause.If do not find internal cause, then do not find abnormal cause, all analysiss of data (data such as namely corresponding dam quality monitoring raw data and other relevant process data) are then provided, carry out Comprehensive Evaluation for expert, and provide safety evaluation and aid decision making.
Further, in described step S5, describedly provide safety evaluation according to described abnormal cause and aid decision making comprises the following steps:
Determine to obtain described safety evaluation by its intensity of anomaly caused dam according to described abnormal cause;
Abnormal cause according to described intensity of anomaly and correspondence determines corresponding aid decision making.
Provide general safety evaluation and the aid decision making of dam according to the influence degree (intensity of anomaly) of abnormal conditions to dam work condition of abnormal cause and abnormality detection point in step S5 described above, distortion in its Main Basis design standards, intensity, steady operation condition and the safety index such as seepage flow, landslide, reservoir area, when wherein one does not reach standard and is disease dam or dangerous dam.If when being judged as disease dam or dangerous dam, propose the suggestion for aid decision making for Problems existing, propose emergency measure and alert levels, and whole result is exported.
The APU of the present invention's also a kind of dam monitoring data, as shown in Figure 3, described device utilizes said method to carry out analyzing and processing, and described device comprises:
Monitoring Data perception acquiring unit, for obtaining dam quality monitoring raw data, and passes to Monitoring Data pretreatment unit;
Monitoring Data pretreatment unit, the validity for each data in the described dam quality monitoring raw data that receives it marks, and the data after process are passed to anomaly data detection unit;
Anomaly data detection unit, carries out anomaly data detection for the effective data that are labeled as received it, finds abnormality detection point, and pass to Anomaly causation analysis unit;
Anomaly causation analysis unit, for judging whether described abnormality detection point is produced, if not then carry out physical cause analysis to described abnormality detection point, if find abnormal cause that described abnormal cause is passed to comprehensive safety evaluation unit by monitoring reason;
Comprehensive safety evaluation unit, for providing safety evaluation and aid decision making according to described abnormal cause.
Quantitative test and qualitative analysis can combine by method and apparatus of the present invention, dam monitoring data is comprehensively analyzed, and the unsafe factor (abnormal cause, intensity of anomaly) found is proposed to the suggestion of aid decision making measure, realize real-time analysis Dam safety state.
Compared with prior art, complexity and special problem that the present invention uses knowledge and inference step to process to only have expert to solve, these problems are insoluble by traditional Programming Methodology.The present invention highlights the value of knowledge, greatly reduces the cost of knowledge-transference and application, makes the knowledge of expert be transformed into rapidly the wealth of society.
Above embodiment is only for illustration of the present invention, but not limitation of the present invention.Although with reference to embodiment to invention has been detailed description, those of ordinary skill in the art is to be understood that, various combination, amendment or equivalent replacement are carried out to technical scheme of the present invention, do not depart from the spirit and scope of technical solution of the present invention, all should be encompassed in the middle of right of the present invention.

Claims (10)

1. an analysis and processing method for dam monitoring data, is characterized in that, described method comprises:
S1, acquisition dam quality monitoring raw data;
S2, the validity of each data in described dam quality monitoring raw data to be marked;
S3, be labeled as effective data in described step S2, carry out anomaly data detection, find abnormality detection point;
S4, the described abnormality detection point obtained for described step S3, judge whether it is produced, if not then enter step S5 by monitoring reason;
S5, physical cause analysis is carried out to described abnormality detection point, if find abnormal cause, then provide safety evaluation and aid decision making according to described abnormal cause.
2. method according to claim 1, is characterized in that, described dam quality monitoring raw data comprises artificial survey read data and devices collect data.
3. method according to claim 1, is characterized in that, in described step S2, validity mark comprises the following steps:
For each data in described dam quality monitoring raw data, if it is in corresponding span, be labeled as effectively;
For the two kinds of data can mutually released in described dam quality monitoring raw data, the relative error range of control according to correspondence carries out Effective judgement, if the difference of described two kinds of data is in described relative error range of control, is labeled as effectively.
4. method according to claim 1, it is characterized in that, in described step S3, Utilization assessment criterion carries out anomaly data detection, and described interpretational criteria comprises Spatio-Temporal Evaluation criterion, rule interpretational criteria, monitoring model interpretational criteria, monitor control index interpretational criteria and inspection interpretational criteria.
5. method according to claim 1, is characterized in that, in described step S4, describedly judges that whether it be produced by monitoring reason to comprise the following steps:
To identical with the described abnormality detection point time, and be positioned at multiple detecting with the measured value of the identical monitoring variable of described abnormality detection point with reference to check point at other positions, if described multiple Monitoring Data change all without exception with reference to check point, then corresponding described abnormality detection point produces by monitoring reason;
The relevant monitoring variable of described abnormality detection point and relevant environment amount are detected, if significant change or described relevant environment amount do not occur described relevant monitoring variable do not exceed the Load Combination that history occurs, then corresponding described abnormality detection point produces by monitoring reason; Wherein said relevant monitoring variable comprises the relevant monitoring variable measured value such as water level under distortion corresponding to the described abnormality detection point identical with the described abnormality detection point time, stress, osmotic pressure, two sides, and described relevant environment amount comprises described abnormality detection point corresponding reservoir level, temperature.
6. method according to claim 1, is characterized in that, the physical cause in described step S5 comprises extraneous physical factor and internal physical factor;
Described external physical factor comprises environmental factor;
Described internal physical factor comprises displacement, distortion, stress and seepage flow.
7. method according to claim 6, it is characterized in that, in described step S5, first carry out analysis to described external physical factor to judge, if eliminate the impact of described external physical factor, then carry out analysis to described internal physical factor to judge, otherwise analysis judgement is not carried out to described internal physical factor.
8. method according to claim 6, is characterized in that, in described step S5, describedly carries out physical cause analysis to described abnormality detection point and comprises the following steps:
Carry out external physical factor analysis, judge whether the temperature that described abnormality detection point is corresponding and reservoir level occur obviously, judge whether the geographic position that described abnormality detection point is corresponding blasting operation occurred, whether earthquake occurs; Under judging, whether water level there is significant change, obtains the environmental factor affecting described abnormality detection point;
Analyze under the effect of described environmental factor, whether the dam foundation of described abnormality detection point there is distortion or slided, and whether curtain or the draining of described abnormality detection point be impaired;
At the described dam foundation, distortion occurred or slided, and when described curtain or impaired drainage, whether the dam body analyzing described abnormality detection point there is excessive deformation or crack, finds the abnormal cause corresponding to described external physical factor;
Carry out internal physical factor analysis, analyze the change of the displacement of described abnormality detection point, distortion, stress and seepage flow, obtain the abnormal cause corresponding to internal physical factor.
9. method according to claim 1, is characterized in that, in described step S5, describedly provides safety evaluation according to described abnormal cause and aid decision making comprises the following steps:
Determine to obtain described safety evaluation by its intensity of anomaly caused dam according to described abnormal cause;
Abnormal cause according to described intensity of anomaly and correspondence determines corresponding aid decision making.
10. an APU for dam monitoring data, is characterized in that, described device utilizes method described in described any one of claim 1 to 9 to carry out analyzing and processing, and described device comprises:
Monitoring Data perception acquiring unit, for obtaining dam quality monitoring raw data, and passes to Monitoring Data pretreatment unit;
Monitoring Data pretreatment unit, the validity for each data in the described dam quality monitoring raw data that receives it marks, and the data after process are passed to anomaly data detection unit;
Anomaly data detection unit, carries out anomaly data detection for the effective data that are labeled as received it, finds abnormality detection point, and pass to Anomaly causation analysis unit;
Anomaly causation analysis unit, for judging whether described abnormality detection point is produced, if not then carry out physical cause analysis to described abnormality detection point, if find abnormal cause that described abnormal cause is passed to comprehensive safety evaluation unit by monitoring reason;
Comprehensive safety evaluation unit, for providing safety evaluation and aid decision making according to described abnormal cause.
CN201510405835.XA 2015-07-10 2015-07-10 Analyzing-processing method and device for dam quality monitoring data Pending CN105046075A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510405835.XA CN105046075A (en) 2015-07-10 2015-07-10 Analyzing-processing method and device for dam quality monitoring data

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510405835.XA CN105046075A (en) 2015-07-10 2015-07-10 Analyzing-processing method and device for dam quality monitoring data

Publications (1)

Publication Number Publication Date
CN105046075A true CN105046075A (en) 2015-11-11

Family

ID=54452615

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201510405835.XA Pending CN105046075A (en) 2015-07-10 2015-07-10 Analyzing-processing method and device for dam quality monitoring data

Country Status (1)

Country Link
CN (1) CN105046075A (en)

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105279386A (en) * 2015-11-16 2016-01-27 拉扎斯网络科技(上海)有限公司 Method and device for determining abnormal index data
CN106022966A (en) * 2016-05-31 2016-10-12 中国电建集团昆明勘测设计研究院有限公司 Hydropower engineering safety monitoring data gross error processing method based on increment discrimination
CN108615035A (en) * 2018-04-18 2018-10-02 四川大学 Medium and small earth and rockfill dam safety information acquisition system based on image recognition
CN109947064A (en) * 2019-04-03 2019-06-28 清华大学 Intelligent water communication temperature expert system for control and hardware detection and data monitoring method
CN111090634A (en) * 2019-11-06 2020-05-01 长江勘测规划设计研究有限责任公司 Intelligent safety monitoring data compilation analysis system based on cloud service
CN111177218A (en) * 2019-12-25 2020-05-19 深圳市东深电子股份有限公司 Dam safety analysis method based on big data analysis
CN111340095A (en) * 2020-02-21 2020-06-26 谢国宇 Environmental monitoring data quality control method based on deep learning
CN112183624A (en) * 2020-09-28 2021-01-05 河海大学 Dam monitoring data anomaly detection method based on ensemble learning
CN117035506A (en) * 2023-07-28 2023-11-10 山东黄河河务局供水局 Yellow river sluice safety state evaluation system and method
CN117151500A (en) * 2023-05-22 2023-12-01 华北水利水电大学 Seepage safety evaluation method, system and equipment based on engineering multi-source data monitoring
CN117272872A (en) * 2023-11-21 2023-12-22 四川大学 Panel rock-fill dam deformation monitoring method based on component separation

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012036368A1 (en) * 2010-09-13 2012-03-22 대한민국(기상청장) System for monitoring rainfall and water level in real-time and monitoring method using same
CN104102817A (en) * 2014-06-24 2014-10-15 水利部南京水利水文自动化研究所 Multi-measuring point failure-free data dam whole safety degree dynamic evaluation method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012036368A1 (en) * 2010-09-13 2012-03-22 대한민국(기상청장) System for monitoring rainfall and water level in real-time and monitoring method using same
CN104102817A (en) * 2014-06-24 2014-10-15 水利部南京水利水文自动化研究所 Multi-measuring point failure-free data dam whole safety degree dynamic evaluation method

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
吴中如 等: "《综论大坝安全综合评价专家系统》", 《水电能源科学》 *
岳建平 等: "《大坝安全监控在线分析系统研究》", 《大坝观测与土工测试》 *
岳建平: "《安全监控系统可靠性研究》", 《中国优秀博硕士学位论文全文数据库(博士)工程科技Ⅱ辑》 *
王浩军: "《基于WEB架构的大坝安全监控管理系统若干关键技术的研究》", 《中国优秀博硕士学位论文全文数据库(硕士)工程科技Ⅱ辑》 *

Cited By (16)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105279386B (en) * 2015-11-16 2019-08-16 拉扎斯网络科技(上海)有限公司 A kind of method and device that Indexes Abnormality data determine
CN105279386A (en) * 2015-11-16 2016-01-27 拉扎斯网络科技(上海)有限公司 Method and device for determining abnormal index data
CN106022966A (en) * 2016-05-31 2016-10-12 中国电建集团昆明勘测设计研究院有限公司 Hydropower engineering safety monitoring data gross error processing method based on increment discrimination
CN108615035A (en) * 2018-04-18 2018-10-02 四川大学 Medium and small earth and rockfill dam safety information acquisition system based on image recognition
CN108615035B (en) * 2018-04-18 2022-03-22 四川大学 Medium and small earth and rockfill dam safety information acquisition system based on image recognition
CN109947064A (en) * 2019-04-03 2019-06-28 清华大学 Intelligent water communication temperature expert system for control and hardware detection and data monitoring method
CN111090634B (en) * 2019-11-06 2023-01-24 长江勘测规划设计研究有限责任公司 Intelligent safety monitoring data compilation analysis system based on cloud service
CN111090634A (en) * 2019-11-06 2020-05-01 长江勘测规划设计研究有限责任公司 Intelligent safety monitoring data compilation analysis system based on cloud service
CN111177218A (en) * 2019-12-25 2020-05-19 深圳市东深电子股份有限公司 Dam safety analysis method based on big data analysis
CN111177218B (en) * 2019-12-25 2022-08-30 深圳市东深电子股份有限公司 Dam safety analysis method based on big data analysis
CN111340095A (en) * 2020-02-21 2020-06-26 谢国宇 Environmental monitoring data quality control method based on deep learning
CN112183624A (en) * 2020-09-28 2021-01-05 河海大学 Dam monitoring data anomaly detection method based on ensemble learning
CN117151500A (en) * 2023-05-22 2023-12-01 华北水利水电大学 Seepage safety evaluation method, system and equipment based on engineering multi-source data monitoring
CN117035506A (en) * 2023-07-28 2023-11-10 山东黄河河务局供水局 Yellow river sluice safety state evaluation system and method
CN117272872A (en) * 2023-11-21 2023-12-22 四川大学 Panel rock-fill dam deformation monitoring method based on component separation
CN117272872B (en) * 2023-11-21 2024-01-30 四川大学 Panel rock-fill dam deformation monitoring method based on component separation

Similar Documents

Publication Publication Date Title
CN105046075A (en) Analyzing-processing method and device for dam quality monitoring data
CN111508216B (en) Intelligent early warning method for dam safety monitoring data
CN111256754B (en) Concrete dam long-term operation safety early warning method
CN109186813A (en) A kind of temperature sensor self-checking unit and method
CN109524139A (en) A kind of real-time device performance monitoring method based on equipment working condition variation
CN106020154A (en) Safe dynamic health assessment method and assessment system for ethylene production
RU2563419C2 (en) Method of monitoring of technical state of pipeline and system for its implementation
CN105551549A (en) Method and system for on-line monitoring of running state of nuclear power equipment
Su et al. Multisource information fusion‐based approach diagnosing structural behavior of dam engineering
KR101140698B1 (en) System and method for managing potential single point vulnerabilities
CN104317778A (en) Massive monitoring data based substation equipment fault diagnosis method
CN117233541B (en) Power distribution network power line running state measurement method and measurement system
KR102041683B1 (en) A method for defects
CN116817175B (en) Liquefied natural gas storage tank monitoring and early warning method based on optical fiber sensing
CN109270568A (en) A kind of nuclear power plant's Nuclear Instrument detector and cable performance detection method and system
CN113887056B (en) Fault tree analysis method-based main driving system fault diagnosis method and system of development machine
CN111831862B (en) High-quality insulation evaluation system
CN117889943B (en) Gas ultrasonic flowmeter inspection method and system based on machine learning
CN112381283A (en) Tunnel disease treatment method
CN104731955A (en) Methods and systems for diagnostic standard establishment and intelligent diagnosis of wind generation set oil monitoring
CN116362694B (en) Test management system for boiler pressure vessel
RU2791597C1 (en) System for monitoring, diagnostics and management of the technical condition of power transformers
CN116773238B (en) Fault monitoring method and system based on industrial data
CN117353807B (en) Optical cable remote monitoring system and method based on artificial intelligence
CN113911870B (en) Elevator on-line inspection and detection method based on Internet of things

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication

Application publication date: 20151111

RJ01 Rejection of invention patent application after publication