CN113298426B - Knowledge graph driven dam safety evaluation weight dynamic drafting method and system - Google Patents

Knowledge graph driven dam safety evaluation weight dynamic drafting method and system Download PDF

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CN113298426B
CN113298426B CN202110672706.2A CN202110672706A CN113298426B CN 113298426 B CN113298426 B CN 113298426B CN 202110672706 A CN202110672706 A CN 202110672706A CN 113298426 B CN113298426 B CN 113298426B
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周华
毛莺池
陈豪
汪强
郭有安
王龙宝
字陈波
陈维东
李洪波
廖贵能
谭彬
熊孝中
张鹏
彭欣欣
余意
吴光耀
王顺波
翟笠
聂兵兵
赵欢
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Huaneng Lancang River Hydropower Co Ltd
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Abstract

The invention discloses a knowledge graph driven dynamic setting method and a system for dam safety judgment weight.A dam knowledge perception path is generated by combining semantics of entities and relations in a dam safe operation knowledge graph; then mapping each entity, entity corresponding type and relationship in the knowledge graph to a low-dimensional vector for representation by using a graph volume network; sequentially encoding the elements by adopting an LSTM (localized surface texture TM), and capturing the combined semantics of the entities with the relation as a condition; and finally, combining a plurality of paths by using the pooling layers, and outputting a final score of interaction between a given user and the project, namely a dam measuring point weight value. The method is used for evaluating the influence degree of each measuring point of the dam on the safety of the dam, assists comprehensive judgment of the safety of the dam, and has real-time performance and reusability.

Description

Knowledge graph driven dam safety evaluation weight dynamic drafting method and system
Technical Field
The invention relates to a dynamic setting method and a dynamic setting system for dam safety comprehensive evaluation weights, in particular to a dynamic setting method and a dynamic setting system for dam safety comprehensive evaluation weights under a special working condition driven by a knowledge map, and belongs to the technical field of dam safety comprehensive evaluation.
Background
The dam is an important engineering measure for regulating and controlling the spatial and temporal distribution of water resources and optimizing the allocation of the water resources, but the potential safety problem of the dam is widely concerned by the problems of natural disasters or self aging along with the lapse of time. The dam grading comprehensive evaluation is one of important means for evaluating dam safety, and the dam safety is evaluated from local to overall and from small to large, namely, the grading comprehensive evaluation is carried out from a single measuring point, an instrument type, a monitoring project, a basic part and finally to a building. Because the importance degree of each measuring point is different, the weight value of each measuring point is evaluated through expert experience and site conditions in the past, the dam can often meet natural disasters such as earthquake, rainstorm, debris flow and the like, and the expert can not be called in time every time to obtain the weight value of each measuring point evaluated by the dam.
Disclosure of Invention
The invention aims to: aiming at the problems and the defects in the prior art, the invention provides a dynamic method and a system for comprehensive dam safety evaluation weight, in particular to a dynamic method and a system for comprehensive dam safety evaluation weight under a special working condition driven by a knowledge map.
The technical scheme is as follows: a knowledge graph driven dam safety judgment weight dynamic setting method comprises the following steps:
(1) combining the semantics of the entities and the relations in the dam safe operation knowledge graph to generate a dam safe operation knowledge perception path;
(2) mapping each entity, entity corresponding type and relation in the knowledge graph to a low-dimensional vector representation by using a graph convolution network;
(3) sequentially encoding the elements by adopting an LSTM (least squares TM), and capturing the combined semantics of the entities with the relation as a condition;
(4) and combining multiple paths by using the pooling layer, and outputting a final score of the given user interacting with the project, namely a dam measuring point weight value.
A knowledge graph driven dynamic setting method for dam safety evaluation weights is suitable for a dynamic setting method for comprehensive dam safety evaluation weights under special working conditions, wherein the special working conditions refer to the following steps:
compared with the daily working condition, the working state of the dam under natural disasters has the advantages that the generation of special working conditions is sudden, and the influence on the integrity and stability of the dam is larger. The natural disasters include earthquakes, rainstorms and debris flows.
Further, the concrete steps of combining the semantics of the entities and the relations in the dam safe operation knowledge graph in the step (1) to generate the dam knowledge perception path are as follows:
(1.1) defining the safe operation knowledge graph of the dam as
Figure BDA0003119993950000021
Wherein each triplet (h, r, t) represents a fact that there is a relationship r from the head entity h to the tail entity t; user item interaction data is typically represented as a bipartite graph, employing
Figure BDA0003119993950000022
And
Figure BDA0003119993950000023
respectively representing a user set and an item set, and the interaction between the user and the item is represented by a triple tau (u, interactive, i), wherein u istThe user refers to dam working conditions (including special working conditions such as earthquake, heavy rain and debris flow), itThe project comprises all measuring points of the dam, M and N respectively indicate the number of users and the number of the project, and the interact represents the interaction between u and i (namely, a relation exists between the u and the i);
(1.2) triplets in the knowledge-graph clearly describe the direct or indirect relational attributes of an item, which should constitute one or more paths between a given user and an item pair, namely the dam knowledge-aware path, defined as
Figure BDA0003119993950000024
Where e is an entity, r is a relationship, e1=u,eL=i,(el,rl,el+1) Is the ith triplet in p, l represents three in the pathThe number of tuples.
Further, the specific step of mapping each entity, entity corresponding type and relationship in the knowledge graph to a low-dimensional vector representation by using the graph convolution network in the step (2) is as follows:
given a path pkProjecting the type (such as special working condition, hydraulic inspection position, dam safety monitoring instrument) and specific value (such as dam measuring point (such as tension line EP 2-12) of each entity to two independent low-dimensional embedded vectors by using a graph convolution network
Figure BDA0003119993950000025
And
Figure BDA0003119993950000026
in the method, the semantics of the relationship are integrated into path representation learning, wherein d is the size of an embedded vector, a bracing wire instrument is used for measuring the horizontal displacement of the dam in the upstream and downstream directions and the left and right bank directions, and EP2-12 belongs to a measuring point monitored by using the bracing wire;
further, the step (3) of sequentially encoding the elements by using LSTM, and the specific step of capturing the combined semantics of the relationship-conditioned entities is as follows:
(3.1) concatenating the current entity e when the path step is l-1l-1、e'l-1And relation rl-1Generates a vector xl-1(i.e. the
Figure BDA0003119993950000027
Wherein
Figure BDA0003119993950000029
Is operated in series, e'l-1Is a low-dimensional embedded vector of a particular value, rl-1Is a relationship vector) and then x is addedl-1As input vector of LSTM, output hidden state vector hl-1And using the final state hlRepresenting the entire path pk
(3.2) establishing a Path pkAfter vector representation, the final state is input into two fully-connected layers to obtain a path pkPrediction of (2)Fraction, the formula is shown below, where w1And w2Coefficient weights for the first and second layers, respectively, ReLU is an activation function, and τ is an interactive representation between the user and the item.
Figure BDA0003119993950000028
Further, the step (4) of merging multiple paths by using a pooling layer and outputting a final score of a given user interacting with a project, that is, a dam measuring point weight value, specifically comprises the following steps:
different paths in the dam knowledge perception path have different contributions to the preference of the model user, so that the pooling layer needs to perform weighted pool operation on the total scores of all paths and output the final score of interaction between a given user and a target item, the formula is as follows, firstly, the scores of all paths are aggregated through one weighted pool operation, and then the scores are converted into [0,1 ] by using a sigmoid function]Within the interval, where skIs the predicted score of the kth path, gamma is the hyperparameter controlling each exponential weight, sigma is the sigmoid function,
Figure BDA0003119993950000031
is the final station weight.
Figure BDA0003119993950000032
According to the dynamic setting method for the dam safety comprehensive evaluation weight, effective reasoning is carried out by utilizing the sequential dependence in the dam safety perception path, the weight of each measuring point of the dam is dynamically evaluated, and the real-time performance and the reusability of setting the dam weight are guaranteed while the labor cost is saved.
A knowledge-graph-driven dam safety judgment weight dynamic drafting system comprises:
a module for generating a knowledge perception path for safe operation of the dam: combining the semantics of the entities and the relations in the dam safe operation knowledge graph to generate a dam safe operation knowledge perception path;
a vector representation module: mapping each entity, entity corresponding type and relation in the knowledge graph to a vector representation by using a graph convolution network;
LSTM module: sequentially encoding the elements by adopting an LSTM (least squares TM), and capturing the combined semantics of the entities with the relation as a condition;
a weight acquisition module: and combining multiple paths by using the pooling layer, and outputting a final score of the given user interacting with the project, namely a dam measuring point weight value.
Has the advantages that: compared with the prior art, the knowledge graph driven dynamic dam safety evaluation weight drafting method and the knowledge graph driven dynamic dam safety evaluation weight drafting system have the following advantages: the dam knowledge perception path is generated by combining the semantics of entities and relations in the dam safe operation knowledge graph, and the weight of each measuring point of the dam is dynamically evaluated by using a weight drafting model formed by connecting a graph convolution network, an LSTM and a pooling layer in series, so that the labor cost is saved, and the real-time performance and reusability of dam weight drafting are ensured.
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FIG. 1 is an example of a dam operational safety knowledge graph seismic module;
FIG. 2 is a visualization case of three predicted scoring paths under dam earthquake conditions;
FIG. 3 is a flow chart of an embodiment of the present invention.
Detailed Description
The present invention is further illustrated by the following examples, which are intended to be purely exemplary and are not intended to limit the scope of the invention, as various equivalent modifications of the invention will occur to those skilled in the art upon reading the present disclosure and fall within the scope of the appended claims.
Fig. 1 shows an example of a safety knowledge graph seismic module for dam operation, which has two seismic events, namely yuxi Tonghai and Yunnan Yongde, and makes the production area of a bay slightly shocky, so that the bay power plant carries out comprehensive special inspection. The key inspection objects are key monitoring instruments in a dam safety automatic system, such as a tension line, a vertical line, a stress meter and the like, wherein each monitoring instrument is provided with a plurality of monitoring measuring points; there are important parts in the bay hydraulic structure such as various elevation galleries, first-stage factory buildings, traffic holes, etc. The more times of investigation of monitoring instruments or key parts where the measuring points are located, the higher the importance degree of the measuring points is, and meanwhile, the influence of abnormal conditions of the measuring points on the safety of the dam can be searched through backtracking of the knowledge graph.
FIG. 2 is a visual example of three predicted score paths under dam seismic conditions, showing S1And S2The paths all provide relatively high scores, 0.372 and 0.376, respectively. When earthquake occurs, firstly, safety monitoring data is provided, whether the measuring point is abnormal or not is judged through the safety value range of the measuring point, historical data and the current day measuring value, and the method has real-time performance and reliability, so that S1The path score is highest for the actual situation. The key parts of the dam are inspected afterwards, the abnormal conditions can be visually judged, the accuracy is high only under the condition that the abnormal conditions are obvious due to the judgment of naked eyes, and otherwise, certain errors exist, so that S2Path score lower than S1The path is in accordance with the actual situation. The collaborative filtering plays an important role in judging the importance degree of the measuring point EP2-12, and the measuring point still belongs to an important investigation measuring point under other working conditions, which indicates that the measuring point has higher weight than a common measuring point.
As shown in fig. 3, the method for dynamically formulating the safety evaluation weight of the dam driven by the knowledge-map comprises the following steps:
(1) combining the semantics of entities and relations in the dam safe operation knowledge graph to generate a dam knowledge perception path; the method specifically includes the following steps.
(1.1) defining the safe operation knowledge graph of the dam as
Figure BDA0003119993950000041
Wherein each triplet (h, r, t) represents the fact that there is a relationship r from the head entity h to the tail entity t, as in fig. 2 (hydraulic building, detection site, 961 corridor (tension line)) is a triplet, "hydraulic building" is the head entity h, "detection site" is the relationship r, "961 corridor (tension line))" is the tail entity t; user item interaction data is typically represented as a bipartite graph, employing
Figure BDA0003119993950000042
And
Figure BDA0003119993950000043
respectively representing a user set and an item set, and the interaction between the user and the item is represented by a triple tau (u, interactive, i), wherein u istThe user refers to dam working conditions (including special working conditions such as earthquake, heavy rain and debris flow), itThe project comprises all measuring points of the dam, M and N respectively indicate the number of users and the number of projects, and the interact represents the interaction between u and i (namely the relationship exists between the two).
(1.2) triplets in the knowledge-graph clearly describe the direct or indirect relational attributes of an item, which should constitute one or more paths between a given user and an item pair, namely the dam knowledge-aware path, defined as
Figure BDA0003119993950000044
Wherein e1=u,eL=i,(el,rl,el+1) Is the ith triplet in p, l represents the number of triplets in the path; as FIG. 2 shows, these paths from the same user "earthquake" to the same project "EP 2-12" clearly express their different multi-step relationships and imply different combination semantics and possible interpretations of the "earthquake" regime. The two paths of the 'hydraulic structure' and the 'dam safety monitoring system' show that the data of the monitoring measuring point EP2-12 is one of important bases for safety judgment during earthquake; while the "rainstorm" path reflects a synergistic filtering effect, similar users tend to have similar preferences. Wherein the 961 corridor is a part of a dam, and the arranged monitoring instrument comprises a tension line EP2-12 measuring point; the tension instrument is used for measuring the horizontal displacement of the dam in the upstream and downstream directions and the left and right bank directions; EP2-12 belongs to a station which is monitored by means of a tension wire.
(2) Mapping each entity, entity corresponding type and relation in the knowledge graph to a low-dimensional vector representation by using a graph convolution network, and specifically comprising the following steps:
given a path pkProjecting the type (such as special working conditions, hydraulic inspection positions, dam safety monitoring instruments and the like) and specific value (namely a dam measuring point, such as a tension line EP2-12 measuring point in the figure 2) of each entity to two independent low-dimensional embedded vectors by using a graph convolution network
Figure BDA0003119993950000054
And
Figure BDA0003119993950000055
in the method, the semantics of the relationship are integrated into the path representation learning, wherein d is the size of an embedded vector, a bracing wire instrument is used for measuring the horizontal displacement of the dam in the upstream and downstream directions and the left and right bank directions, and EP2-12 belongs to a measuring point monitored by using the bracing wire.
(3) Sequentially encoding the elements by adopting an LSTM (least squares TM), and capturing the combined semantics of the entities with the relation as a condition; the method comprises the following steps:
(3.1) concatenating the current entity e when the path step is l-1l-1、e'l-1And relation rl-1Generates a vector xl-1(i.e. the
Figure BDA0003119993950000051
Wherein
Figure BDA0003119993950000056
Is a series operation) and then x is addedl-1As input vector of LSTM, output hidden state vector hl-1And using the final state hlRepresenting the entire path pk
(3.2) establishing a Path pkAfter vector representation, the final state is input into two fully-connected layers to obtain a path pkThe formula is shown below, wherein w1And w2Coefficient weights for the first and second layers, respectively, ReLU is an activation function, and τ is an interactive representation between the user and the item.
Figure BDA0003119993950000052
(4) Combining a plurality of paths by using the pooling layer, and outputting a final score of interaction between a given user and a project, namely a dam measuring point weight value, wherein the specific steps are as follows:
different paths in the dam knowledge perception path have different contributions to the preference of the model user, so that the pooling layer needs to perform weighted pool operation on the total scores of all paths and output the final score of interaction between a given user and a target item, the formula is as follows, firstly, the scores of all paths are aggregated through one weighted pool operation, and then the scores are converted into [0,1 ] by using a sigmoid function]Within a range of skIs the predicted score of the kth path, gamma is the hyperparameter controlling each exponential weight, sigma is the sigmoid function,
Figure BDA0003119993950000053
is the final station weight.
Figure BDA0003119993950000061
(5) The method is characterized in that the weight of each measuring point of the dam is applied to dam safety judgment, and the method comprises the following specific steps:
because the importance degree of each measuring point is different, the weight of each measuring point of the dam can be evaluated by utilizing the steps (1) to (4), then the analytic hierarchy process is carried out, a weight table required by judgment is generated, and then the comprehensive analysis is carried out on the building by combining the fuzzy theory and the membership matrix, so that the safety state of each part of the building and the building can be judged.
A knowledge-graph-driven dam safety judgment weight dynamic drafting system comprises:
a module for generating a knowledge perception path for safe operation of the dam: combining the semantics of the entities and the relations in the dam safe operation knowledge graph to generate a dam safe operation knowledge perception path;
a vector representation module: mapping each entity, entity corresponding type and relation in the knowledge graph to a vector representation by using a graph convolution network;
an LSTM module: sequentially encoding the elements by adopting an LSTM (least squares TM), and capturing the combined semantics of the entities with the relation as a condition;
a weight acquisition module: and combining multiple paths by using the pooling layer, and outputting a final score of the given user interacting with the project, namely a dam measuring point weight value.
According to the embodiment, the weight of each measuring point of the dam is evaluated dynamically, and reliable basis is provided for the comprehensive evaluation of the dam safety in real time; meanwhile, the method realizes high multiplexing and can be applied to other dams.

Claims (6)

1. A knowledge graph driven dam safety evaluation weight dynamic drafting method is characterized by comprising the following steps:
(1) combining semantics of entities and relations in the dam safe operation knowledge graph to generate a dam safe operation knowledge perception path;
(2) mapping each entity, entity corresponding type and relation in the knowledge graph to a vector representation by using a graph convolution network;
(3) sequentially encoding the elements by adopting an LSTM (least squares TM), and capturing the combined semantics of the entities with the relation as a condition;
(4) combining a plurality of paths by using the pooling layer, and outputting a final score of interaction between a given user and a project, namely a dam measuring point weight value;
the concrete steps of combining the semantics of the entities and the relations in the dam safe operation knowledge graph to generate the dam knowledge perception path in the step (1) are as follows:
(1.1) defining the safe operation knowledge graph of the dam as
Figure FDA0003630980110000011
Wherein each triplet (h, r, t) represents a factNamely, a relation r exists from the head entity h to the tail entity t; user item interaction data is represented as a bipartite graph, employing
Figure FDA0003630980110000012
And
Figure FDA0003630980110000013
respectively representing a user set and an item set, and the interaction between the user and the item is represented by a triple tau (u, interactive, i), wherein u istThe user refers to the dam condition, itThe project comprises all measuring points of the dam, M and N respectively indicate the number of users and the number of the project, and the interact represents the interaction between u and i, namely the relationship exists between the u and the i;
(1.2) triplets in the knowledge-graph clearly describe the direct or indirect relational attributes of an item, which should constitute one or more paths between a given user and an item pair, namely the dam knowledge-aware path, defined as
Figure FDA0003630980110000014
Wherein e1=u,eL=i,(el,rl,el+1) Is the ith triplet in p, l represents the number of triplets in the path.
2. The knowledge-graph-driven dynamic determination method for dam safety evaluation weights according to claim 1, wherein the method is a dynamic determination method for dam safety comprehensive evaluation weights under special conditions, and the special conditions refer to: the dam works in natural disasters.
3. The method for dynamically formulating the safety evaluation weights of the dams driven by the knowledge-graph according to the claim 1, wherein the specific steps of mapping each entity, the corresponding type and the relation of the entity in the knowledge-graph to a vector representation by using the graph convolution network in the step (2) are as follows:
given a path pkEach is formed by a graph convolution networkProjecting the type and specific value of an entity onto two independent embedded vectors
Figure FDA0003630980110000015
And
Figure FDA0003630980110000016
and (3) integrating the semantics of the relationship into path representation learning, wherein d is the size of an embedded vector, a bracing wire instrument is used for measuring the horizontal displacement of the dam in the upstream and downstream directions and the left and right bank directions, and EP2-12 belongs to a measuring point monitored by using a bracing wire.
4. The method for dynamically formulating knowledge-graph-driven dam security assessment weights according to claim 1, wherein the step (3) of sequentially encoding elements by using LSTM and capturing the combined semantics of the relation-conditioned entities comprises the following steps:
(3.1) concatenating the current entity e when the path step is l-1l-1、e'l-1And relation rl-1Generates a vector xl-1Then x is addedl-1As input vector of LSTM, output hidden state vector hl-1And using the final state hlRepresenting the entire path pk
(3.2) establishing a Path pkAfter vector representation, the final state is input into two fully-connected layers to obtain a path pkThe formula is shown below, wherein w1And w2Coefficient weights for the first and second layers, respectively, ReLU being an activation function, τ being a representation of the interaction between the user and the item
s(τ|pk)=W2 TReLU(W1 Tpk)。
5. The method for dynamically formulating knowledge-graph-driven dam safety assessment weights according to claim 1, wherein in the step (4), a plurality of paths are merged by using a pooling layer, and a final score of interaction between a given user and a project is output, namely a dam measuring point weight value is obtained by the following specific steps:
different paths in the dam knowledge perception path have different contributions to the preference of the model user, so that the pooling layer needs to perform weighted pool operation on the total scores of all paths and output the final score of interaction between a given user and a target item, the formula is as follows, firstly, the scores of all paths are aggregated through one weighted pool operation, and then the scores are converted into [0,1 ] by using a sigmoid function]Within the interval, where skIs the predicted score of the kth path, gamma is the hyperparameter controlling each exponential weight, sigma is the sigmoid function,
Figure FDA0003630980110000021
is the weight of the final measured point,
Figure FDA0003630980110000022
6. a knowledge-graph-driven dam safety judgment weight dynamic drafting system is characterized by comprising:
a module for generating a knowledge perception path for safe operation of the dam: combining the semantics of the entities and the relations in the dam safe operation knowledge graph to generate a dam safe operation knowledge perception path;
the vector representation module: mapping each entity, entity corresponding type and relation in the knowledge graph to a vector representation by using a graph convolution network;
LSTM module: sequentially encoding the elements by adopting an LSTM (least squares TM), and capturing the combined semantics of the entities with the relation as a condition;
a weight acquisition module: combining a plurality of paths by using the pooling layer, and outputting a final score of interaction between a given user and a project, namely a dam measuring point weight value;
the specific steps of generating the dam safe operation knowledge sensing path by combining the semantics of the entity and the relation in the dam safe operation knowledge graph in the module for generating the dam safe operation knowledge sensing path are as follows:
(1.1) defining the safe operation knowledge graph of the dam as
Figure FDA0003630980110000023
Wherein each triplet (h, r, t) represents a fact that there is a relationship r from the head entity h to the tail entity t; user item interaction data is represented as a bipartite graph, employing
Figure FDA0003630980110000031
And
Figure FDA0003630980110000032
respectively representing a user set and an item set, and the interaction between the user and the item is represented by a triple tau (u, interactive, i), wherein u istThe user refers to the dam condition, itThe project comprises all measuring points of the dam, M and N respectively indicate the number of users and the number of the project, and the interwork represents the interaction between u and i, namely the interaction between the u and the i exists;
(1.2) triplets in the knowledge-graph clearly describe the direct or indirect relational attributes of an item, which should constitute one or more paths between a given user and an item pair, namely the dam knowledge-aware path, defined as
Figure FDA0003630980110000033
Wherein e1=u,eL=i,(el,rl,el+1) Is the ith triplet in p, and l represents the number of triplets in the path.
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