Emergency control method and device for radial flow type hydropower station and computer program product

Abstract

The invention discloses an emergency control method and device for a radial flow type hydropower station and a computer program product, and relates to the technical field of hydropower station emergency control. Establishing an electrical state parameter matrix of the runoff type hydropower station, a sending-out line state matrix of the runoff type hydropower station, a district reservoir water level state matrix of the runoff type hydropower station, an in-out reservoir flow state matrix of the runoff type hydropower station and a flood discharge gate state matrix of the runoff type hydropower station; based on the electrical state parameter matrix, the sending-out line state matrix, the district reservoir water level state matrix, the in-out reservoir flow state matrix, the flood discharge gate state matrix and a power supply recovery time matrix established by the power utilization recovery time, carrying out weighted operation to obtain a comprehensive emergency degree score; and determining an emergency grade corresponding to the radial flow type hydropower station based on the comprehensive emergency degree score, and taking corresponding emergency treatment measures. According to the method, the device and the computer program product disclosed by the invention, refined regulation and control and real-time control of the runoff hydropower station can be realized.

Description

Technical Field

[0001] The present invention belongs to the technical field of emergency control of hydropower stations, and in particular relates to an emergency control method, device and computer program product of a run-of-river hydropower station. Background Art

[0002] In the actual production and operation process of the hydropower station, in order to maintain the basic operation safety of the hydropower station, it is often necessary to carry out emergency control of the run-of-river hydropower station. Most of the existing emergency control systems of run-of-river hydropower stations adopt a monitoring and response mechanism based on water level and flow. The emergency control system usually includes a water level monitoring device, a flow control valve and a simple logic control unit, which is used to automatically adjust the opening of the control valve when abnormal water level or flow is detected to maintain the basic operation safety of the hydropower station.

[0003] However, traditional emergency control methods mostly rely on manually set thresholds for triggering, and the response strategy is relatively simple. At the same time, there is a lack of a systematic cyclic response mechanism. Emergency control systems can often only perform simple opening adjustments, and most emergency control systems operate independently and lack linkage with upstream water conservancy facilities, resulting in a long response time in emergencies. It is difficult to respond quickly to complex and changeable emergency scenarios, and it is impossible to perform fine-grained regulation, which limits the regulation capacity and operating efficiency of the hydropower station.

[0004] Therefore, how to provide an effective solution to achieve real-time and accurate emergency control of run-of-river hydropower stations has become a difficult problem to be solved in the prior art. Summary of the invention

[0005] The object of the present invention is to provide an emergency control method, device and computer program product for a run-of-river hydropower station, so as to solve the above-mentioned problems existing in the prior art.

[0006] In order to achieve the above object, the present invention adopts the following technical solutions:

[0007] In a first aspect, the present invention provides an emergency control method for a run-of-river hydropower station, comprising:

[0008] Based on the electrical parameters of the first power circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the electrical parameters of the second power circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, an electrical state parameter matrix of the run-of-river hydropower station is established, wherein the first power circuit and the second power circuit are used to supply power to the emergency control system of the run-of-river hydropower station and back up each other;

[0009] Based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, a transmission line state matrix of the run-of-river hydropower station is established;

[0010] Based on the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time and the previous sampling time, establishing a reservoir water level state matrix of the run-of-river hydropower station;

[0011] Based on the inflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the outflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, establishing an inflow and outflow flow state matrix of the run-of-river hydropower station;

[0012] Based on the maintenance status and gate opening of the flood discharge gate of the run-of-river hydropower station at the current sampling time, as well as the opening speed of the flood discharge gate of the run-of-river hydropower station, a flood discharge gate state matrix of the run-of-river hydropower station is established;

[0013] A weighted calculation is performed based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inlet and outlet flow state matrix, the flood discharge gate state matrix, and the power restoration time matrix established based on the power restoration time of the emergency control system under different power emergency strategies to obtain a comprehensive emergency score corresponding to the run-of-river hydropower station;

[0014] The emergency level corresponding to the run-of-river hydropower station is determined based on the comprehensive emergency level score, and corresponding emergency handling measures are taken based on the emergency level corresponding to the run-of-river hydropower station.

[0015] Based on the above disclosed contents, the present invention establishes an electrical state parameter matrix of a run-of-river hydropower station based on the electrical parameters of the first power supply circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the electrical parameters of the second power supply circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; establishes a transmission line state matrix of the run-of-river hydropower station based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; establishes a district reservoir water level state matrix of the run-of-river hydropower station based on the water level data of the upstream district reservoir of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; establishes a district reservoir water level state matrix of the run-of-river hydropower station based on the inflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment The inflow and outflow state matrix of the run-of-river hydropower station is established based on the outflow of the hydropower station at the current sampling moment and the previous sampling moment; the flood gate state matrix of the run-of-river hydropower station is established based on the maintenance state and gate opening of the flood gate of the run-of-river hydropower station at the current sampling moment, as well as the opening speed of the flood gate of the run-of-river hydropower station; weighted calculation is performed based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inflow and outflow state matrix, the flood gate state matrix, and the power recovery time matrix established based on the power recovery time of the emergency control system under different power supply emergency strategies to obtain the comprehensive emergency score corresponding to the run-of-river hydropower station; the emergency level corresponding to the run-of-river hydropower station is determined based on the comprehensive emergency score, and corresponding emergency treatment measures are taken based on the emergency level corresponding to the run-of-river hydropower station. In this way, emergency control of the run-of-river hydropower station can be carried out based on various data related to the emergency of the run-of-river hydropower station, the control accuracy can be improved, and the refined regulation of the run-of-river hydropower station can be realized. At the same time, by combining the data of the current sampling time and the previous sampling time during emergency control, real-time control of the run-of-river hydropower station can be realized, the emergency control response rate can be improved, the dispatching and emergency rescue of the hydropower station can be effectively guided, and the basic operation safety of the hydropower station can be ensured.

[0016] In a possible design, determining the emergency level corresponding to the run-of-river hydropower station based on the comprehensive emergency level score includes:

[0017] If the comprehensive emergency score is within the first threshold range, determining that the emergency level corresponding to the run-of-river hydropower station is the first emergency level;

[0018] If the comprehensive emergency score is within the second threshold range, determining that the emergency level corresponding to the run-of-river hydropower station is the second emergency level;

[0019] If the comprehensive emergency score is within the third threshold range, determining that the emergency level corresponding to the run-of-river hydropower station is the third emergency level;

[0020] The threshold value in the first threshold interval is smaller than the threshold value in the second threshold interval, and the threshold value in the second threshold interval is smaller than the threshold value in the third threshold interval.

[0021] In a possible design, when the emergency level corresponding to the run-of-river hydropower station is the first emergency level, taking corresponding emergency measures based on the emergency level corresponding to the run-of-river hydropower station includes:

[0022] Determining whether the first power circuit and the second power circuit are powered off based on the electrical state parameter matrix;

[0023] If one of the first power circuit and the second power circuit loses power, supplying power to the lost power circuit through the remaining power circuit;

[0024] Determining whether the power transmission line of the generator set of the run-of-river hydropower station is interrupted based on the latest power transmission line status matrix of the run-of-river hydropower station;

[0025] If the generator output line of the run-of-river hydropower station is not interrupted, the diesel generator is started to supply power to the power circuit that has lost power;

[0026] If the generator output line of the run-of-river hydropower station is interrupted, supplying power to the first power circuit and the second power circuit through an external grid power supply;

[0027] If both the first power circuit and the second power circuit lose power, the diesel generator is started to supply power to the emergency control system of the run-of-river hydropower station.

[0028] In a possible design, when the emergency level corresponding to the run-of-river hydropower station is the second emergency level, taking corresponding emergency measures based on the emergency level corresponding to the run-of-river hydropower station includes:

[0029] Based on the water level state matrix of the regional reservoir, the inflow and outflow flow state matrix and the current state of the flood discharge gate, determining whether the flood discharge gate meets the gate opening adjustment triggering condition;

[0030] If the flood discharge gate meets the gate opening adjustment trigger condition, the opening of the flood discharge gate is adjusted so that the determinant value corresponding to the latest flood discharge gate state matrix of the run-of-river hydropower station reaches a first preset threshold value;

[0031] If the flood discharge gate does not meet the gate opening adjustment trigger conditions, an alarm signal will be issued.

[0032] In a possible design, judging whether the flood discharge gate meets the gate opening adjustment triggering condition based on the water level state matrix of the reservoir area, the inflow and outflow flow state matrix and the current state of the flood discharge gate includes:

[0033] Determine whether the determinant value corresponding to the zone reservoir water level state matrix reaches a second preset threshold, whether the determinant value corresponding to the inlet and outlet flow state matrix reaches a third preset threshold, and whether the ratio of the outbound flow to the inbound flow in the inlet and outlet flow state matrix is ​​lower than a fourth preset threshold;

[0034] If the determinant value corresponding to the water level state matrix of the zone reservoir reaches the second preset threshold, the determinant value corresponding to the inlet and outlet flow state matrix reaches the third preset threshold, the ratio of the outflow flow to the inflow flow in the inlet and outlet flow state matrix is ​​lower than the fourth preset threshold, and the current state of the flood discharge gate is an unmaintained state, then it is determined that the flood discharge gate meets the gate opening adjustment trigger condition;

[0035] Among them, the fourth preset threshold is less than 1.

[0036] In a possible design, when the emergency level corresponding to the run-of-river hydropower station is the third emergency level, taking corresponding emergency measures based on the emergency level corresponding to the run-of-river hydropower station includes:

[0037] If the current state of the flood discharge gate is an unmaintained state, adjusting the opening of the flood discharge gate so that the determinant value corresponding to the latest flood discharge gate state matrix of the run-of-river hydropower station reaches a fifth preset threshold value;

[0038] If the current state of the flood discharge gate is a maintenance state, an alarm signal is issued.

[0039] In a possible design, the comprehensive emergency score corresponding to the run-of-river hydropower station is J G =ω1J CS +ω2J E +ω3J H +ω4J Q +ω5J TP +ω6J GA , where J CS represents the determinant value corresponding to the electrical state parameter matrix, J E represents the determinant value corresponding to the sending line state matrix, J H represents the determinant value corresponding to the water level state matrix of the reservoir in the area, J Q represents the determinant value corresponding to the inbound and outbound flow state matrix, J TP represents the determinant value corresponding to the power recovery time matrix, JGA represents the determinant value corresponding to the flood discharge gate state matrix, ω1, ω2, ω3, ω4, ω5 and ω6 are all weighting coefficients, and ω1+ω2+ω3+ω4+ω5+ω6=1.

[0040] In one possible design, the electrical state parameter matrix is in represents the sampled voltage of the first power supply circuit at the current sampling moment, represents the sampled voltage of the first power supply circuit at the last sampling moment, represents the sampled voltage of the second power supply circuit at the current sampling moment, represents the sampled voltage of the second power supply circuit at the last sampling moment, represents the sampling current of the first power supply circuit at the current sampling moment, represents the sampling current of the first power supply circuit at the last sampling moment, represents the sampling current of the second power supply circuit at the current sampling moment, represents the sampled current of the second power supply circuit at the last sampling moment;

[0041] The sending line state matrix is in represents the active power of the generator transmission line of the run-of-river hydropower station at the current sampling moment, represents the active power of the generator transmission line of the run-of-river hydropower station at the previous sampling moment, represents the reactive power of the generator transmission line of the run-of-river hydropower station at the current sampling moment, represents the reactive power of the generator transmission line of the run-of-river hydropower station at the last sampling moment;

[0042] The water level state matrix of the regional reservoir is: in represents the water level data of the upstream reservoir of the run-of-river hydropower station at the last sampling time, Represents the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time;

[0043] The inbound and outbound flow state matrix is: in represents the inflow flow of the run-of-river hydropower station at the current sampling time, represents the inflow of the run-of-river hydropower station at the last sampling moment, shows the outflow flow of the run-of-river hydropower station at the current sampling time, represents the outflow flow of the run-of-river hydropower station at the last sampling moment;

[0044] The power recovery time matrix is: Where T cs represents the average power recovery time of the emergency control system under different power emergency strategies, T cf Indicates the power recovery time of the emergency control system when powered by a diesel generator, T ge It represents the power recovery time of the emergency control system when it is powered by an external power grid, and T cs , T cf and T ge are all constants;

[0045] The flood discharge gate state matrix is: in Indicates the maintenance status value corresponding to the flood discharge gate at the current sampling time, and when the flood discharge gate is in maintenance status at the current sampling time When the flood discharge gate is not under maintenance at the current sampling time It indicates the time required for the flood discharge gate to increase its opening by 1m. Indicates the gate opening value of the flood discharge gate at the current sampling time.

[0046] In a second aspect, the present invention provides an emergency control device for a run-of-river hydropower station, comprising:

[0047] A first establishing unit is used to establish an electrical state parameter matrix of the run-of-river hydropower station based on electrical parameters of a first power supply circuit of the run-of-river hydropower station at a current sampling moment and a previous sampling moment, and electrical parameters of a second power supply circuit of the run-of-river hydropower station at a current sampling moment and a previous sampling moment, wherein the first power supply circuit and the second power supply circuit are used to supply power to an emergency control system of the run-of-river hydropower station and back up each other;

[0048] A second establishing unit is used to establish a state matrix of a transmission line of the run-of-river hydropower station based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment;

[0049] A third establishing unit is used to establish a water level state matrix of a reservoir of the run-of-river hydropower station based on the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time and the previous sampling time;

[0050] A fourth establishing unit, used to establish an inflow and outflow flow state matrix of the run-of-river hydropower station based on the inflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the outflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment;

[0051] A fifth establishing unit, configured to establish a state matrix of the flood discharge gate of the run-of-river hydropower station based on the maintenance state and gate opening of the flood discharge gate of the run-of-river hydropower station at the current sampling time, and the opening speed of the flood discharge gate of the run-of-river hydropower station;

[0052] A calculation unit, configured to perform weighted calculation based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inlet and outlet flow state matrix, the flood discharge gate state matrix, and a power restoration time matrix established based on the power restoration time of the emergency control system under different power emergency strategies, to obtain a comprehensive emergency score corresponding to the run-of-river hydropower station;

[0053] A determination unit is used to determine the emergency level corresponding to the run-of-river hydropower station based on the comprehensive emergency level score, and take corresponding emergency treatment measures based on the emergency level corresponding to the run-of-river hydropower station.

[0054] In a third aspect, the present invention provides an electronic device comprising a memory, a processor and a transceiver which are communicatively connected in sequence, wherein the memory is used to store a computer program, the transceiver is used to send and receive messages, and the processor is used to read the computer program to execute the emergency control method of a run-of-river hydropower station as described in the first aspect or any possible design of the first aspect.

[0055] In a fourth aspect, the present invention provides a computer-readable storage medium having instructions stored thereon, which, when executed on a computer, executes the emergency control method of a run-of-river hydropower station according to the first aspect or any possible design of the first aspect.

[0056] In a fifth aspect, the present invention provides a computer program product comprising instructions, which, when executed on a computer, causes the computer to execute the emergency control method for a run-of-river hydropower station as described in the first aspect or any possible design of the first aspect.

[0057] Beneficial effects:

[0058] The emergency control method, device and computer program product of the run-of-river hydropower station provided by the present invention can perform emergency control on the run-of-river hydropower station based on various data related to the emergency of the run-of-river hydropower station, improve the control accuracy, and realize the refined regulation of the run-of-river hydropower station. At the same time, by combining the data of the current sampling moment and the previous sampling moment during emergency control, real-time control of the run-of-river hydropower station can be realized, the emergency control response rate can be improved, the scheduling and emergency rescue of the hydropower station can be effectively guided, the basic operation safety of the hydropower station can be ensured, and practical application and promotion are facilitated. BRIEF DESCRIPTION OF THE DRAWINGS

[0059] Figure 1A flow chart of an emergency control method for a run-of-river hydropower station provided in an embodiment of the present application;

[0060] Figure 2 A schematic block diagram of an emergency control device for a run-of-river hydropower station provided in an embodiment of the present application;

[0061] Figure 3 A schematic block diagram of an electronic device provided in an embodiment of the present application. DETAILED DESCRIPTION

[0062] In order to more clearly illustrate the technical solutions in the embodiments of the present invention or the prior art, the present invention will be briefly introduced below in combination with the drawings and the description of the embodiments or the prior art. Obviously, the following description of the structure of the drawings is only some embodiments of the present invention. For ordinary technicians in this field, other drawings can be obtained based on these drawings without creative work. It should be noted that the description of these embodiments is used to help understand the present invention, but does not constitute a limitation of the present invention.

[0063] It should be understood that although the terms first, second, etc. may be used herein to describe various units, these units should not be limited by these terms. These terms are only used to distinguish one unit from another unit. For example, a first unit can be referred to as a second unit, and similarly, a second unit can be referred to as a first unit without departing from the scope of the exemplary embodiments of the present invention.

[0064] It should be understood that the term "and / or" that may appear in this article is merely a description of the association relationship between associated objects, indicating that three relationships may exist. For example, A and / or B can represent three situations: A exists alone, B exists alone, and A and B exist at the same time. The term " / and" that may appear in this article describes another type of association object relationship, indicating that two relationships may exist. For example, A / and B can represent two situations: A exists alone, and A and B exist alone. In addition, the character " / " that may appear in this article generally indicates that the previous and next associated objects are in an "or" relationship.

[0065] In order to realize real-time and accurate emergency control of run-of-river hydropower stations, the embodiments of the present application provide an emergency control method, device and computer program product for a run-of-river hydropower station, which can realize refined regulation and real-time control of the run-of-river hydropower station.

[0066] The emergency control method of a run-of-river hydropower station provided in the embodiment of the present application can be applied to the emergency control system of a run-of-river hydropower station. It can be understood that the execution subject does not constitute a limitation on the embodiment of the present application.

[0067] The emergency control method of a run-of-river hydropower station provided in an embodiment of the present application will be described in detail below.

[0068] like Figure 1 As shown, it is a flow chart of the emergency control method of the run-of-river hydropower station provided in the first aspect of the embodiment of the present application. The emergency control method of the run-of-river hydropower station may include but is not limited to the following steps S101-S107.

[0069] Step S101. Establish an electrical state parameter matrix of the run-of-river hydropower station based on the electrical parameters of the first power circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the electrical parameters of the second power circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment.

[0070] The first power supply circuit and the second power supply circuit are used to supply power to the emergency control system of the run-of-river hydropower station and serve as backup for each other. When the run-of-river hydropower station is under emergency control through the emergency control system, the electrical parameters of the first power supply circuit and the second power supply circuit can be obtained in real time, and the electrical state parameter matrix of the run-of-river hydropower station is established based on the electrical parameters of the first power supply circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the electrical parameters of the second power supply circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment.

[0071] The electrical parameters may include, but are not limited to, current data and / or voltage data. In the embodiment of the present application, the electrical parameters include current data and voltage data. The electrical state parameter matrix can be expressed as: in represents the sampled voltage of the first power supply circuit at the current sampling moment, represents the sampled voltage of the first power supply circuit at the last sampling moment, represents the sampled voltage of the second power supply circuit at the current sampling moment, represents the sampled voltage of the second power supply circuit at the last sampling moment, represents the sampling current of the first power supply circuit at the current sampling moment, represents the sampling current of the first power supply circuit at the last sampling moment, represents the sampling current of the second power supply circuit at the current sampling moment, Represents the sampled current of the second power supply circuit at the last sampling moment.

[0072] In order to reduce the calculation dimension, when sampling the voltage and current, the voltage and current values ​​of one phase in the three-phase power supply can be uniformly used. In the embodiment of the present application, the voltage and current uniformly use the B phase value.

[0073] Step S102. Based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling time and the previous sampling time, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling time and the previous sampling time, establish a transmission line state matrix of the run-of-river hydropower station.

[0074] The outgoing line of the generator set of a run-of-river hydropower station refers to the line through which the generator set of the run-of-river hydropower station transmits electricity to the outside. The state matrix of the outgoing line of the hydropower station can be expressed as in It represents the active power of the generator transmission line of the run-of-river hydropower station at the current sampling time, represents the active power of the generator transmission line of the run-of-river hydropower station at the last sampling moment, It represents the reactive power of the generator transmission line of the run-of-river hydropower station at the current sampling time. It represents the reactive power of the generator transmission line of the run-of-river hydropower station at the previous sampling moment.

[0075] Step S103: Based on the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time and the previous sampling time, a reservoir water level state matrix of the run-of-river hydropower station is established.

[0076] The reservoir water level state matrix of a run-of-river hydropower station can be expressed as in Represents the water level data of the upstream reservoir of the run-of-river hydropower station at the last sampling time, Represents the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time.

[0077] Step S104. Based on the inflow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the outflow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, an inflow and outflow flow state matrix of the run-of-river hydropower station is established.

[0078] The inflow of a run-of-river hydropower station can be determined by the outflow of the upper hydropower station, and the outflow of a run-of-river hydropower station can be calculated based on the output of the generator set of the run-of-river hydropower station and the opening of the flood discharge gate. The inflow and outflow state matrix of a run-of-river hydropower station can be expressed as in represents the inflow of the run-of-river hydropower station at the current sampling time, represents the inflow of the run-of-river hydropower station at the last sampling time, shows the outflow of the run-of-river hydropower station at the current sampling time, Represents the outflow of a run-of-river hydropower station at the last sampling moment.

[0079] Step S105. Based on the maintenance status and gate opening of the flood discharge gate of the run-of-river hydropower station at the current sampling time, as well as the opening speed of the flood discharge gate of the run-of-river hydropower station, a flood discharge gate state matrix of the run-of-river hydropower station is established.

[0080] The state matrix of the flood discharge gate of a run-of-river hydropower station can be expressed as in Indicates the maintenance status value corresponding to the flood discharge gate at the current sampling time, and when the flood discharge gate is in maintenance status at the current sampling time When the flood discharge gate is not under maintenance at the current sampling time It indicates the time required for the flood discharge gate to increase its opening by 1m. Indicates the gate opening value of the flood discharge gate at the current sampling time.

[0081] Step S106. Perform weighted calculations based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inlet and outlet flow state matrix, the flood discharge gate state matrix, and the power recovery time matrix established based on the power recovery time of the emergency control system under different power emergency strategies to obtain a comprehensive emergency score corresponding to the run-of-river hydropower station.

[0082] Among them, the power recovery time matrix established based on the power recovery time of the emergency control system under different power emergency strategies can be expressed as Where T cs represents the average power recovery time of the emergency control system under different power emergency strategies, T cf Indicates the power recovery time of the emergency control system when powered by a diesel generator, T ge It represents the power recovery time of the emergency control system when it is powered by an external power grid, and T cs , T cf and T ge All are set constants.

[0083] In an embodiment of the present application, a determinant operation can be performed on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inlet and outlet flow state matrix, the flood discharge gate state matrix and the power supply recovery time matrix to obtain the determinant value of the electrical state parameter matrix, the determinant value of the transmission line state matrix, the determinant value of the district reservoir water level state matrix, the determinant value of the inlet and outlet flow state matrix, the determinant value of the flood discharge gate state matrix and the determinant value of the power supply recovery time matrix, and then a weighted operation is performed on the determinant value of the electrical state parameter matrix, the determinant value of the transmission line state matrix, the determinant value of the district reservoir water level state matrix, the determinant value of the inlet and outlet flow state matrix, the determinant value of the flood discharge gate state matrix and the determinant value of the power supply recovery time matrix to obtain the comprehensive emergency score corresponding to the run-of-river hydropower station.

[0084] The comprehensive emergency score corresponding to the run-of-river hydropower station can be expressed as J G =ω1J CS +ω2J E +ω3J H +ω4J Q +ω5J TP +ω6J GA , where J CS Represents the determinant value corresponding to the electrical state parameter matrix, J E represents the determinant value corresponding to the state matrix of the transmission line, J H represents the determinant value corresponding to the regional reservoir water level state matrix, J Q represents the determinant value corresponding to the inbound and outbound flow state matrix, J TP Represents the determinant value corresponding to the power recovery time matrix, J GA It represents the determinant value corresponding to the flood discharge gate state matrix, ω1, ω2, ω3, ω4, ω5 and ω6 are all weighted coefficients, and ω1+ω2+ω3+ω4+ω5+ω6=1.

[0085] Step S107: Determine the emergency level corresponding to the run-of-river hydropower station based on the comprehensive emergency level score, and take corresponding emergency treatment measures based on the emergency level corresponding to the run-of-river hydropower station.

[0086] In an embodiment of the present application, a first threshold interval, a second threshold interval, and a third threshold interval are pre-set for evaluating the emergency level corresponding to the run-of-river hydropower station. The threshold in the first threshold interval is smaller than the threshold in the second threshold interval, and the threshold in the second threshold interval is smaller than the threshold in the third threshold interval.

[0087] If the comprehensive emergency score is in the first threshold interval, the emergency level corresponding to the run-of-river hydropower station is determined to be the first emergency level; if the comprehensive emergency score is in the second threshold interval, the emergency level corresponding to the run-of-river hydropower station is determined to be the second emergency level; if the comprehensive emergency score is in the third threshold interval, the emergency level corresponding to the run-of-river hydropower station is determined to be the third emergency level.

[0088] In one or more embodiments, when the emergency level corresponding to the run-of-river hydropower station is the first emergency level, corresponding emergency handling measures are taken based on the emergency level corresponding to the run-of-river hydropower station, which may include but are not limited to the following steps S201-S206.

[0089] Step S201: Determine whether the first power circuit and the second power circuit are failed based on the electrical state parameter matrix.

[0090] In the embodiment of the present application, it can be determined whether the first power circuit and the second power circuit are failed based on the sampled voltage and sampled current of the first and second power circuits in the electrical state parameter matrix at the current sampling moment.

[0091] Step S202: If one of the first power circuit and the second power circuit loses power, the power circuit that loses power is supplied with power through the remaining power circuit.

[0092] Step S203: Based on the latest transmission line status matrix of the run-of-river hydropower station, determine whether the transmission line of the generator set of the run-of-river hydropower station is interrupted.

[0093] In the embodiment of the present application, it is possible to determine whether the output line of the generator set of the run-of-river hydropower station is interrupted based on the active power and reactive power at the sampling moment in the output line state matrix.

[0094] Step S204: If the output line of the generator set of the run-of-river hydropower station is not interrupted, the diesel generator is started to supply power to the power circuit that has lost power.

[0095] Step S205: If the outgoing line of the generator set of the run-of-river hydropower station is interrupted, the first power circuit and the second power circuit are powered by an external grid power supply.

[0096] Step S206: If both the first power circuit and the second power circuit lose power, start the diesel generator to supply power to the emergency control system of the run-of-river hydropower station.

[0097] When the emergency level corresponding to the run-of-river hydropower station is the second emergency level, corresponding emergency handling measures are taken based on the emergency level corresponding to the run-of-river hydropower station, which may include but are not limited to the following steps S301-S303.

[0098] Step S301. Based on the water level state matrix of the regional reservoir, the inflow and outflow flow state matrix and the current state of the flood discharge gate, determine whether the flood discharge gate meets the gate opening adjustment triggering condition.

[0099] Specifically, it can be determined whether the determinant value corresponding to the district reservoir water level status matrix reaches the second preset threshold, whether the determinant value corresponding to the inlet and outlet flow status matrix reaches the third preset threshold, and whether the ratio of the outbound flow to the inbound flow in the inlet and outlet flow status matrix is ​​lower than the fourth preset threshold.

[0100] If the determinant value corresponding to the zone reservoir water level status matrix reaches the second preset threshold, the determinant value corresponding to the inlet and outlet flow status matrix reaches the third preset threshold, the ratio of the outflow flow to the inflow flow in the inlet and outlet flow status matrix is ​​lower than the fourth preset threshold and the current state of the flood discharge gate is an unmaintained state, then it is determined that the flood discharge gate meets the gate opening adjustment trigger condition.

[0101] The fourth preset threshold is less than 1, and for example the value of the fourth preset threshold may be 0.6.

[0102] Step S302: If the flood discharge gate meets the gate opening adjustment triggering condition, the flood discharge gate opening is adjusted so that the determinant value corresponding to the latest flood discharge gate state matrix of the run-of-river hydropower station reaches a first preset threshold.

[0103] Step S303: If the flood discharge gate does not meet the gate opening adjustment triggering conditions, an alarm signal is issued.

[0104] When the emergency level corresponding to the run-of-river hydropower station is the third emergency level, corresponding emergency handling measures are taken based on the emergency level corresponding to the run-of-river hydropower station, which may include but are not limited to the following steps S401-S402.

[0105] Step S401. If the current state of the flood discharge gate is an unmaintained state, the opening of the flood discharge gate is adjusted so that the determinant value corresponding to the latest flood discharge gate state matrix of the run-of-river hydropower station reaches a fifth preset threshold.

[0106] Step S402: If the current state of the flood discharge gate is a maintenance state, an alarm signal is issued.

[0107] The emergency control method of the run-of-river hydropower station provided by the present invention establishes an electrical state parameter matrix of the run-of-river hydropower station based on the electrical parameters of the first power supply circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the electrical parameters of the second power supply circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; establishes a transmission line state matrix of the run-of-river hydropower station based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; establishes a district reservoir water level state matrix of the run-of-river hydropower station based on the water level data of the upstream district reservoir of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; establishes a district reservoir water level state matrix of the run-of-river hydropower station based on the inflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the outflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, to establish the inflow and outflow flow state matrix of the run-of-river hydropower station; based on the maintenance status and gate opening of the flood discharge gate of the run-of-river hydropower station at the current sampling moment, as well as the opening speed of the flood discharge gate of the run-of-river hydropower station, to establish the flood discharge gate state matrix of the run-of-river hydropower station; based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inflow and outflow flow state matrix, the flood discharge gate state matrix and the power supply recovery time matrix established based on the power supply recovery time of the emergency control system under different power supply emergency strategies, weighted calculation is performed to obtain the comprehensive emergency score corresponding to the run-of-river hydropower station; based on the comprehensive emergency score, the emergency level corresponding to the run-of-river hydropower station is determined, and corresponding emergency treatment measures are taken based on the emergency level corresponding to the run-of-river hydropower station. In this way, emergency control of run-of-river hydropower stations can be carried out based on various data related to the emergency of run-of-river hydropower stations, the control accuracy can be improved, and the refined regulation of run-of-river hydropower stations can be realized. At the same time, by combining the data of the current sampling time and the previous sampling time during emergency control, real-time control of run-of-river hydropower stations can be realized, the emergency control response rate can be improved, and the scheduling and emergency rescue of hydropower stations can be effectively guided to ensure the basic operation safety of hydropower stations, which is convenient for practical application and promotion.

[0108] See also Figure 2 According to a second aspect of an embodiment of the present application, there is provided an emergency control device for a runoff hydropower station, the emergency control device for the runoff hydropower station comprising:

[0109] A first establishing unit is used to establish an electrical state parameter matrix of the run-of-river hydropower station based on electrical parameters of a first power supply circuit of the run-of-river hydropower station at a current sampling moment and a previous sampling moment, and electrical parameters of a second power supply circuit of the run-of-river hydropower station at a current sampling moment and a previous sampling moment, wherein the first power supply circuit and the second power supply circuit are used to supply power to an emergency control system of the run-of-river hydropower station and back up each other;

[0110] A second establishing unit is used to establish a state matrix of a transmission line of the run-of-river hydropower station based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment;

[0111] A third establishing unit is used to establish a water level state matrix of a reservoir of the run-of-river hydropower station based on the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time and the previous sampling time;

[0112] A fourth establishing unit, used to establish an inflow and outflow flow state matrix of the run-of-river hydropower station based on the inflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the outflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment;

[0113] A fifth establishing unit, configured to establish a state matrix of the flood discharge gate of the run-of-river hydropower station based on the maintenance state and gate opening of the flood discharge gate of the run-of-river hydropower station at the current sampling time, and the opening speed of the flood discharge gate of the run-of-river hydropower station;

[0114] A calculation unit, configured to perform weighted calculation based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inlet and outlet flow state matrix, the flood discharge gate state matrix, and a power restoration time matrix established based on the power restoration time of the emergency control system under different power emergency strategies, to obtain a comprehensive emergency score corresponding to the run-of-river hydropower station;

[0115] A determination unit is used to determine the emergency level corresponding to the run-of-river hydropower station based on the comprehensive emergency level score, and take corresponding emergency treatment measures based on the emergency level corresponding to the run-of-river hydropower station.

[0116] The working process, working details and technical effects of the emergency control device of the run-of-river hydropower station provided in the second aspect of this embodiment can be referred to the first aspect of the embodiment and will not be described in detail here.

[0117] like Figure 3 As shown, the third aspect of an embodiment of the present application provides an electronic device, comprising a memory, a processor and a transceiver which are communicatively connected in sequence, wherein the memory is used to store a computer program, the transceiver is used to send and receive messages, and the processor is used to read the computer program to execute the emergency control method of a run-of-river hydropower station as described in the first aspect of the embodiment.

[0118] For specific examples, the memory may include but is not limited to random access memory (RAM), read-only memory (ROM), flash memory, first-in-first-out memory (FIFO) and / or first-in-last-out memory (FILO), etc.; the processor may be but is not limited to a microprocessor of the STM32F105 series, an ARM (Advanced RISC-Machines), an X86 or other architecture processor, or a processor with an integrated NPU (neural-network processing units); the transceiver may be but is not limited to a WiFi (Wireless Fidelity) wireless transceiver, a Bluetooth wireless transceiver, a General Packet Radio Service (GPRS) wireless transceiver, a ZigBee protocol (a low-power local area network protocol based on the IEEE802.15.4 standard, ZigBee) wireless transceiver, a 3G transceiver, a 4G transceiver and / or a 5G transceiver, etc.

[0119] The fourth aspect of this embodiment provides a computer-readable storage medium storing instructions for the emergency control method for a run-of-river hydropower station as described in the first aspect of the embodiment, that is, the computer-readable storage medium stores instructions, and when the instructions are run on a computer, the emergency control method for a run-of-river hydropower station as described in the first aspect is executed. The computer-readable storage medium refers to a carrier for storing data, which may include but is not limited to a floppy disk, an optical disk, a hard disk, a flash memory, a USB flash drive, and / or a memory stick, etc., and the computer may be a general-purpose computer, a special-purpose computer, a computer network, or other programmable devices.

[0120] The fifth aspect of this embodiment provides a computer program product comprising instructions, which, when executed on a computer, causes the computer to execute the emergency control method for a run-of-river hydropower station as described in the first aspect of the embodiment, wherein the computer may be a general-purpose computer, a special-purpose computer, a computer network, or other programmable devices.

[0121] It should be understood that certain details are provided in the following description to facilitate a complete understanding of the example embodiments. However, it should be understood by those of ordinary skill in the art that the example embodiments can be implemented without these certain details. For example, the system can be shown in a block diagram to avoid obscuring the example with unnecessary details. In other examples, well-known processes, structures, and techniques may not be shown in unnecessary detail to avoid obscuring the example embodiments.

[0122] Finally, it should be noted that the above description is only a preferred embodiment of the present invention and is not intended to limit the protection scope of the present invention. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. An emergency control method for a run-of-river hydropower station, characterized in that: include: Based on the electrical parameters of the first power circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the electrical parameters of the second power circuit of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, an electrical state parameter matrix of the run-of-river hydropower station is established, wherein the first power circuit and the second power circuit are used to supply power to the emergency control system of the run-of-river hydropower station and back up each other; Based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, a transmission line state matrix of the run-of-river hydropower station is established; Based on the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time and the previous sampling time, establishing a reservoir water level state matrix of the run-of-river hydropower station; Based on the inflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the outflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, establishing an inflow and outflow flow state matrix of the run-of-river hydropower station; Based on the maintenance status and gate opening of the flood discharge gate of the run-of-river hydropower station at the current sampling time, as well as the opening speed of the flood discharge gate of the run-of-river hydropower station, a flood discharge gate state matrix of the run-of-river hydropower station is established; A weighted calculation is performed based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inlet and outlet flow state matrix, the flood discharge gate state matrix, and the power restoration time matrix established based on the power restoration time of the emergency control system under different power emergency strategies to obtain a comprehensive emergency score corresponding to the run-of-river hydropower station; The emergency level corresponding to the run-of-river hydropower station is determined based on the comprehensive emergency level score, and corresponding emergency handling measures are taken based on the emergency level corresponding to the run-of-river hydropower station.

2. The emergency control method for a run-of-river hydropower station according to claim 1, characterized in that: The step of determining the emergency level corresponding to the run-of-river hydropower station based on the comprehensive emergency level score includes: If the comprehensive emergency score is within the first threshold range, determining that the emergency level corresponding to the run-of-river hydropower station is the first emergency level; If the comprehensive emergency score is within the second threshold range, determining that the emergency level corresponding to the run-of-river hydropower station is the second emergency level; If the comprehensive emergency score is within the third threshold range, determining that the emergency level corresponding to the run-of-river hydropower station is the third emergency level; The threshold value in the first threshold interval is smaller than the threshold value in the second threshold interval, and the threshold value in the second threshold interval is smaller than the threshold value in the third threshold interval.

3. The emergency control method for a run-of-river hydropower station according to claim 2, characterized in that: When the emergency level corresponding to the run-of-river hydropower station is the first emergency level, the taking of corresponding emergency measures based on the emergency level corresponding to the run-of-river hydropower station includes: Determining whether the first power circuit and the second power circuit are powered off based on the electrical state parameter matrix; If one of the first power circuit and the second power circuit loses power, supplying power to the lost power circuit through the remaining power circuit; Determining whether the power transmission line of the generator set of the run-of-river hydropower station is interrupted based on the latest power transmission line status matrix of the run-of-river hydropower station; If the generator output line of the run-of-river hydropower station is not interrupted, the diesel generator is started to supply power to the power circuit that has lost power; If the generator output line of the run-of-river hydropower station is interrupted, supplying power to the first power circuit and the second power circuit through an external grid power supply; If both the first power circuit and the second power circuit lose power, the diesel generator is started to supply power to the emergency control system of the run-of-river hydropower station.

4. The emergency control method for a run-of-river hydropower station according to claim 2, characterized in that: When the emergency level corresponding to the run-of-river hydropower station is the second emergency level, the taking of corresponding emergency measures based on the emergency level corresponding to the run-of-river hydropower station includes: Based on the water level state matrix of the regional reservoir, the inflow and outflow flow state matrix and the current state of the flood discharge gate, determining whether the flood discharge gate meets the gate opening adjustment triggering condition; If the flood discharge gate meets the gate opening adjustment trigger condition, the opening of the flood discharge gate is adjusted so that the determinant value corresponding to the latest flood discharge gate state matrix of the run-of-river hydropower station reaches a first preset threshold value; If the flood discharge gate does not meet the gate opening adjustment trigger conditions, an alarm signal will be issued.

5. The emergency control method for a run-of-river hydropower station according to claim 4, characterized in that: The determining whether the flood discharge gate satisfies the gate opening adjustment triggering condition based on the district reservoir water level state matrix, the inflow and outflow flow state matrix and the current state of the flood discharge gate comprises: Determine whether the determinant value corresponding to the zone reservoir water level state matrix reaches a second preset threshold, whether the determinant value corresponding to the inlet and outlet flow state matrix reaches a third preset threshold, and whether the ratio of the outbound flow to the inbound flow in the inlet and outlet flow state matrix is ​​lower than a fourth preset threshold; If the determinant value corresponding to the water level state matrix of the zone reservoir reaches the second preset threshold, the determinant value corresponding to the inlet and outlet flow state matrix reaches the third preset threshold, the ratio of the outflow flow to the inflow flow in the inlet and outlet flow state matrix is ​​lower than the fourth preset threshold, and the current state of the flood discharge gate is an unmaintained state, then it is determined that the flood discharge gate meets the gate opening adjustment trigger condition; Among them, the fourth preset threshold is less than 1.

6. The emergency control method for a run-of-river hydropower station according to claim 2, characterized in that: When the emergency level corresponding to the run-of-river hydropower station is the third emergency level, the taking of corresponding emergency measures based on the emergency level corresponding to the run-of-river hydropower station includes: If the current state of the flood discharge gate is an unmaintained state, adjusting the opening of the flood discharge gate so that the determinant value corresponding to the latest flood discharge gate state matrix of the run-of-river hydropower station reaches a fifth preset threshold value; If the current state of the flood discharge gate is a maintenance state, an alarm signal is issued.

7. The emergency control method of a run-of-river hydropower station according to claim 1, characterized in that: The comprehensive emergency score corresponding to the run-of-river hydropower station is J G =ω1J CS +ω2J E +ω3J H +ω4J Q +ω5J TP +ω6J GA , where J CS represents the determinant value corresponding to the electrical state parameter matrix, J E represents the determinant value corresponding to the sending line state matrix, J H represents the determinant value corresponding to the water level state matrix of the reservoir in the area, J Q represents the determinant value corresponding to the inbound and outbound flow state matrix, J TP represents the determinant value corresponding to the power recovery time matrix, J GA represents the determinant value corresponding to the flood discharge gate state matrix, ω1, ω2, ω3, ω4, ω5 and ω6 are all weighting coefficients, and ω1+ω2+ω3+ω4+ω5+ω6=1.

8. The emergency control method for a run-of-river hydropower station according to claim 7, characterized in that: The electrical state parameter matrix is in represents the sampled voltage of the first power supply circuit at the current sampling moment, represents the sampled voltage of the first power supply circuit at the last sampling moment, represents the sampled voltage of the second power supply circuit at the current sampling moment, represents the sampled voltage of the second power supply circuit at the last sampling moment, represents the sampling current of the first power supply circuit at the current sampling moment, represents the sampling current of the first power supply circuit at the last sampling moment, represents the sampling current of the second power supply circuit at the current sampling moment, represents the sampled current of the second power supply circuit at the last sampling moment; The sending line state matrix is in represents the active power of the generator transmission line of the run-of-river hydropower station at the current sampling moment, represents the active power of the generator transmission line of the run-of-river hydropower station at the previous sampling moment, represents the reactive power of the generator transmission line of the run-of-river hydropower station at the current sampling moment, represents the reactive power of the generator transmission line of the run-of-river hydropower station at the last sampling moment; The water level state matrix of the regional reservoir is: in represents the water level data of the upstream reservoir of the run-of-river hydropower station at the last sampling time, Represents the water level data of the upstream reservoir of the run-of-river hydropower station at the current sampling time; The inbound and outbound traffic state matrix is: in represents the inflow flow of the run-of-river hydropower station at the current sampling time, represents the inflow of the run-of-river hydropower station at the last sampling moment, shows the outflow flow of the run-of-river hydropower station at the current sampling time, represents the outflow flow of the run-of-river hydropower station at the last sampling moment; The power recovery time matrix is: Where T cs represents the average power recovery time of the emergency control system under different power emergency strategies, T cf Indicates the power recovery time of the emergency control system when powered by a diesel generator, T ge It represents the power recovery time of the emergency control system when it is powered by an external power grid, and T cs , T cf and T ge are all constants; The flood discharge gate state matrix is: in Indicates the maintenance status value corresponding to the flood discharge gate at the current sampling time, and when the flood discharge gate is in maintenance status at the current sampling time When the flood discharge gate is not under maintenance at the current sampling time It indicates the time required for the flood discharge gate to increase its opening by 1m. Indicates the gate opening value of the flood discharge gate at the current sampling time.

9. An emergency control device for a run-of-river hydropower station, characterized in that: include: A first establishing unit is used to establish an electrical state parameter matrix of the run-of-river hydropower station based on electrical parameters of a first power supply circuit of the run-of-river hydropower station at a current sampling moment and a previous sampling moment, and electrical parameters of a second power supply circuit of the run-of-river hydropower station at a current sampling moment and a previous sampling moment, wherein the first power supply circuit and the second power supply circuit are used to supply power to an emergency control system of the run-of-river hydropower station and back up each other; A second establishing unit is used to establish a state matrix of a transmission line of the run-of-river hydropower station based on the active power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the reactive power of the generator set transmission line of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; A third establishing unit is used to establish a water level state matrix of a reservoir of the run-of-river hydropower station based on the water level data of the upstream reservoir of the run-of-river hydropower station at a current sampling time and a previous sampling time; A fourth establishing unit, used to establish an inflow and outflow flow state matrix of the run-of-river hydropower station based on the inflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment, and the outflow flow of the run-of-river hydropower station at the current sampling moment and the previous sampling moment; A fifth establishing unit, configured to establish a state matrix of the flood discharge gate of the run-of-river hydropower station based on the maintenance state and gate opening of the flood discharge gate of the run-of-river hydropower station at the current sampling time, and the opening speed of the flood discharge gate of the run-of-river hydropower station; A calculation unit, configured to perform weighted calculation based on the electrical state parameter matrix, the transmission line state matrix, the district reservoir water level state matrix, the inlet and outlet flow state matrix, the flood discharge gate state matrix, and a power restoration time matrix established based on the power restoration time of the emergency control system under different power emergency strategies, to obtain a comprehensive emergency score corresponding to the run-of-river hydropower station; A determination unit is used to determine the emergency level corresponding to the run-of-river hydropower station based on the comprehensive emergency level score, and take corresponding emergency treatment measures based on the emergency level corresponding to the run-of-river hydropower station.

10. A computer program product comprising a computer program or instructions, characterized in that When the computer program or the instruction is executed by a computer, the emergency control method for a run-of-river hydropower station as claimed in any one of claims 1 to 8 is implemented.

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