CN111832830B - Tail water level-based big data optimization operation method for radial flow type hydropower station - Google Patents
Tail water level-based big data optimization operation method for radial flow type hydropower station Download PDFInfo
- Publication number
- CN111832830B CN111832830B CN202010703066.2A CN202010703066A CN111832830B CN 111832830 B CN111832830 B CN 111832830B CN 202010703066 A CN202010703066 A CN 202010703066A CN 111832830 B CN111832830 B CN 111832830B
- Authority
- CN
- China
- Prior art keywords
- water level
- tail water
- output
- big data
- unit
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 125
- 238000000034 method Methods 0.000 title claims abstract description 30
- 238000005457 optimization Methods 0.000 title claims abstract description 11
- 238000007405 data analysis Methods 0.000 description 2
- 238000010248 power generation Methods 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/04—Forecasting or optimisation specially adapted for administrative or management purposes, e.g. linear programming or "cutting stock problem"
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q10/00—Administration; Management
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0637—Strategic management or analysis, e.g. setting a goal or target of an organisation; Planning actions based on goals; Analysis or evaluation of effectiveness of goals
- G06Q10/06375—Prediction of business process outcome or impact based on a proposed change
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06Q—INFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
- G06Q50/00—Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
- G06Q50/06—Energy or water supply
Landscapes
- Business, Economics & Management (AREA)
- Human Resources & Organizations (AREA)
- Engineering & Computer Science (AREA)
- Economics (AREA)
- Strategic Management (AREA)
- Theoretical Computer Science (AREA)
- Physics & Mathematics (AREA)
- Entrepreneurship & Innovation (AREA)
- Marketing (AREA)
- General Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- Tourism & Hospitality (AREA)
- Quality & Reliability (AREA)
- Game Theory and Decision Science (AREA)
- Operations Research (AREA)
- Development Economics (AREA)
- Health & Medical Sciences (AREA)
- Educational Administration (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- General Health & Medical Sciences (AREA)
- Primary Health Care (AREA)
- Control Of Eletrric Generators (AREA)
Abstract
The invention provides a tail water level-based runoff type hydropower station big data optimization operation method, which forms a big data platform for optimizing the operation of a hydropower station by acquiring the tail water level of the operation of the hydropower station and the output conditions of all units.
Description
Technical Field
The invention relates to water conservancy projects, in particular to a big data optimization operation method of a radial flow type hydropower station based on a tail water level.
Background
The radial flow type hydropower station is a common hydropower station arrangement form, incoming flow cannot be adjusted, although an optimized operation method of the radial flow type hydropower station is researched in the prior art, the operation of the radial flow type hydropower station mostly depends on some theoretical data, the theoretical data mostly generate errors with actual operation of the hydropower station, and an optimized result has errors.
In the running process of the radial flow type hydropower station, the radial flow type hydropower station mostly depends on upstream inflow amount, but because errors of a measuring device and installation conditions are not available, the conventional radial flow type hydropower station mostly adopts an empirical estimation method and is started according to experience, the starting cannot be optimized, and an analysis platform of big data cannot be formed. There is a large optimization space for the hydropower station.
Disclosure of Invention
Based on the above, the invention provides a tail water level-based big data optimization operation method for a radial flow type hydropower station, wherein the radial flow type hydropower station is provided with a tail water level acquisition device and output acquisition devices of all units, and the method is characterized in that: the method comprises the following steps:
s1: after the water level of the front pool stably operates, collecting the output power and the tail water level of each unit in the operation period of the power station, wherein the output power and the tail water level of each unit are in one-to-one correspondence in the time relation;
s2: adding the output of each unit to obtain the total output of each unit in each time period, and further obtaining the one-to-one corresponding relation of the tail water level, the total output of the unit and the output of each unit, wherein the corresponding relation is the corresponding relation in time;
s3: and performing data processing on the corresponding relation to obtain hydropower station operation big data, wherein the data processing comprises the following steps: for a plurality of unit working conditions corresponding to the same tail water level, selecting a group of working conditions with the maximum total output of the unit, and recording the tail water level, the total output of the unit under the working conditions and the output of each unit to form big data; in the subsequent operation process, once the total output of the unit corresponding to the tail water level is greater than the total output of the unit obtained from the big data, the larger output value is adopted to replace the total output of the unit in the original big data, the larger total output of the unit corresponding to the tail water level and the output of each unit corresponding to the larger total output of the unit corresponding to the tail water level are recorded, the data in the original big data are replaced, and new big data are formed;
s4: in the operation process of the hydropower station, the front pool water level is kept to stably operate, the tail water level is collected, the optimal output of a unit corresponding to the tail water level is searched in big data, and the searching mode is as follows: if the collected tail water level is equal to a certain tail water level in the big data, finding out the output of each unit corresponding to the tail water level of the big data, wherein the output is the optimal output of the unit; if the collected tail water level is not equal to a certain tail water level in the big data, finding out two tail water levels adjacent to the collected tail water level for difference, and correspondingly obtaining a differential value of the output of each unit, wherein the differential value of the output is the optimal output of the unit;
s5: and adjusting the output of the unit to the optimal output obtained in the step S4.
Preferably, the tail water level acquisition device has acquisition precision of 1cm and acquisition time interval of 3s.
Preferably, the operation mode of the hydropower station in the step S4 is as follows: and starting up and operating according to the incoming flow according to experience or starting up and operating according to the incoming flow in an optimized operation mode.
Preferably, the front pool water level stable operation means that the front pool water level is kept unchanged within a certain time, the front pool water level is stabilized at a normal high water level, the water consumption of the power station is equal to the water inflow, and the front pool water level change amplitude is not more than 2cm within 1h after the certain time is kept unchanged.
The principle of the invention is as follows:
for the quoted flow of the power station, the tail water level is relatively stable, and for the generating water consumption of the hydropower station, the generating water consumption is discharged into a tail water pool or a tail water channel through a unit, so the height of the tail water level can reflect the water consumption condition of the power station, the generating flow of the power station is reflected by the tail water level, and the error is small through a tail water level acquisition device;
in addition, by utilizing a big data analysis platform, the maximum output working condition under various working conditions corresponding to any tail water level is automatically found out by collecting long series operation data of the hydropower station, the tail water level corresponds to the power generation flow of the hydropower station, and a big data platform is formed by recording. The output combination is the optimal working condition corresponding to the tail water level, and the optimal operation of the hydropower station can be realized by means of the automatic updating function of big data.
The invention has the advantages that:
the invention provides a tail water level-based big data optimized operation method for a radial flow type hydropower station.
The specific implementation mode is as follows: the structure defined in the present invention will be explained in detail with reference to the embodiments.
The invention provides a big data optimization operation method of a radial-flow type hydropower station based on a tail water level, wherein the radial-flow type hydropower station is provided with a tail water level acquisition device and output acquisition devices of all units, and the big data optimization operation method is characterized in that: the method comprises the following steps:
s1: after the water level of the front pool stably operates, collecting the output power and the tail water level of each unit in the operation period of the power station, wherein the output power and the tail water level of each unit are in one-to-one correspondence in the time relation;
s2: adding the output of each unit to obtain the total output of each unit in each time period, and further obtaining the one-to-one corresponding relation of the tail water level, the total output of the unit and the output of each unit, wherein the corresponding relation is the corresponding relation in time;
s3: and performing data processing on the corresponding relation to obtain hydropower station operation big data, wherein the data processing comprises the following steps: for a plurality of unit working conditions corresponding to the same tail water level, selecting a group of working conditions with the maximum total output of the unit, and recording the tail water level, the total output of the unit under the working conditions and the output of each unit to form big data; in the subsequent operation process, once the total output of the unit corresponding to the tail water level is greater than the total output of the unit obtained from the big data, the larger output value is adopted to replace the total output of the unit in the original big data, the larger total output of the unit corresponding to the tail water level and the output of each unit corresponding to the larger total output of the unit corresponding to the tail water level are recorded, the data in the original big data are replaced, and new big data are formed;
s4: in the operation process of the hydropower station, the water level of a front pool is kept to stably operate, the tail water level is collected, the optimal output of a unit corresponding to the tail water level is searched in big data, and the searching mode is as follows: if the collected tail water level is equal to a certain tail water level in the big data, finding out the output of each unit corresponding to the tail water level of the big data, wherein the output is the optimal output of the unit; if the collected tail water level is not equal to a certain tail water level in the big data, finding out two tail water levels adjacent to the collected tail water level for difference, and correspondingly obtaining a differential value of the output of each unit, wherein the differential value of the output is the optimal output of the unit;
s5: and adjusting the output of the unit to the optimal output obtained in the step S4.
Because the tail water level adjusted back and forth is not changed, the flow quoted by the tail water level adjusted back and forth is not changed, and therefore, the hydropower station can ensure the normal high-water-level operation of the forebay in the state.
Normal high level operation of the forebay means that the hydropower station forebay is maintained at a normal high level which is the normal level of operation of the hydropower station and which may generally be chosen to be 5-15cm below the overflow weir.
Preferably, the tail water level acquisition device has acquisition precision of 1cm and acquisition time interval of 3s.
Preferably, the operation mode of the hydropower station in the step S4 is as follows: and starting up and operating according to the incoming flow according to experience or starting up and operating according to the incoming flow in an optimized operation mode.
Preferably, the front pool water level stable operation means that the front pool water level is kept unchanged within a certain time, the front pool water level is stabilized at a normal high water level, the water consumption of the power station is equal to the water inflow, and the front pool water level change amplitude is not more than 2cm within 1h after the certain time is kept unchanged.
The principle of the invention is as follows:
for the quoted flow of the power station, the tail water level is relatively stable, and for the generating water consumption of the hydropower station, the generating water consumption is discharged into a tail water pool or a tail water channel through a unit, so the height of the tail water level can reflect the water consumption condition of the power station, the generating flow of the power station is reflected by the tail water level, and the error is small through a tail water level acquisition device;
in addition, by utilizing a big data analysis platform, the maximum output working condition under various working conditions corresponding to any tail water level is automatically found out by collecting long series operation data of the hydropower station, the tail water level corresponds to the power generation flow of the hydropower station, and a big data platform is formed by recording. The output combination is the optimal working condition corresponding to the tail water level, and the optimal operation of the hydropower station can be realized by means of the automatic updating function of big data.
And for the data with the difference exceeding the big data, carrying out epitaxial difference processing by adopting two adjacent data.
According to the method, the problem of errors of upstream water supply is not considered, the tail water level reflects the flow quoted by the power station, the errors are small, the large data platform is continuously updated for the accumulation of the running time, and the optimal running of the hydropower station is better realized. The optimized operation does not need an optimized operation principle, only depends on the operation historical data of the hydropower station, is simple to operate, and can be popularized and applied in the hydropower station.
The above-described embodiments are only preferred embodiments of the present invention, and the scope of the present invention should not be construed as being limited to the specific forms set forth in the examples, but also includes equivalent technical means which can be conceived by those skilled in the art from the present inventive concept.
Claims (4)
1. A big data optimization operation method of a radial flow type hydropower station based on a tail water level is characterized in that the radial flow type hydropower station is provided with a tail water level acquisition device and output acquisition devices of all units, and the method comprises the following steps: the method comprises the following steps:
s1: after the water level of the front pool stably operates, collecting the output power and the tail water level of each unit in the operation period of the power station, wherein the output power and the tail water level of each unit are in one-to-one correspondence in the time relation;
s2: adding the output of each unit to obtain the total output of each unit in each time period, and further obtaining the one-to-one corresponding relation of the tail water level, the total output of the unit and the output of each unit, wherein the corresponding relation is the corresponding relation in time;
s3: and performing data processing on the corresponding relation to obtain hydropower station operation big data, wherein the data processing comprises the following steps: selecting a set of working conditions with the maximum total output of the set for a plurality of set working conditions corresponding to the same tail water level, and recording the tail water level, the total output of the set under the working conditions and the output of each set to form big data; in the subsequent operation process, once the total output of the unit corresponding to the tail water level is greater than the total output of the unit obtained from the big data, the larger output value is adopted to replace the total output of the unit in the original big data, the larger total output of the unit corresponding to the tail water level and the output of each unit corresponding to the larger total output of the unit corresponding to the tail water level are recorded, the data in the original big data are replaced, and new big data are formed;
s4: in the operation process of the hydropower station, the water level of a front pool is kept to stably operate, the tail water level is collected, the optimal output of a unit corresponding to the tail water level is searched in big data, and the searching mode is as follows: if the collected tail water level is equal to a certain tail water level in the big data, finding out the output of each unit corresponding to the tail water level of the big data, wherein the output is the optimal output of the unit; if the collected tail water level is not equal to a certain tail water level in the big data, finding out two tail water levels adjacent to the collected tail water level for difference, and correspondingly obtaining a differential value of the output of each unit, wherein the differential value of the output is the optimal output of the unit;
s5: and adjusting the output of the unit to the optimal output obtained in the step S4.
2. The tail water level-based big data optimization operation method of the radial flow type hydropower station according to claim 1, wherein the method comprises the following steps: the tail water level acquisition device has the acquisition precision of 1cm and the acquisition time interval of 3s.
3. The tail water level-based big data optimization operation method of the radial flow type hydropower station according to claim 1, wherein the method comprises the following steps: the hydropower station operation mode in the step S4 is as follows: and starting up and operating according to the incoming flow according to experience or starting up and operating according to the incoming flow in an optimized operation mode.
4. The method for optimizing operation of big data of a runoff type hydropower station based on tail water level as claimed in claim 1, wherein the method comprises the following steps: the front pool water level stable operation means that the front pool water level is kept unchanged within a certain time, the front pool water level is stable at a normal high water level, the water consumption of the power station is equal to the water inflow amount, and the front pool water level change amplitude is not more than 2cm within 1h after the front pool water level is kept unchanged within the certain time.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010703066.2A CN111832830B (en) | 2020-07-21 | 2020-07-21 | Tail water level-based big data optimization operation method for radial flow type hydropower station |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202010703066.2A CN111832830B (en) | 2020-07-21 | 2020-07-21 | Tail water level-based big data optimization operation method for radial flow type hydropower station |
Publications (2)
Publication Number | Publication Date |
---|---|
CN111832830A CN111832830A (en) | 2020-10-27 |
CN111832830B true CN111832830B (en) | 2022-12-16 |
Family
ID=72923751
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202010703066.2A Active CN111832830B (en) | 2020-07-21 | 2020-07-21 | Tail water level-based big data optimization operation method for radial flow type hydropower station |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN111832830B (en) |
Citations (11)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103221684A (en) * | 2010-09-21 | 2013-07-24 | 丹尼斯·帕特里克·斯蒂尔 | Twin turbine system which follows the wind/water (windtracker) for wind and/or water power, with optimized blade shape |
CN204080749U (en) * | 2014-09-28 | 2015-01-07 | 大唐陈村水力发电厂 | The flexible trash block system in a kind of plant without storage |
CN107016497A (en) * | 2017-03-22 | 2017-08-04 | 贵州乌江水电开发有限责任公司 | Water power generation schedule optimization method |
CN108053083A (en) * | 2018-01-16 | 2018-05-18 | 河南创辉水利水电工程有限公司 | A kind of hydro plant with reservoir non-flood period combined optimization power generation dispatching method |
CN108193653A (en) * | 2018-01-16 | 2018-06-22 | 河南创辉水利水电工程有限公司 | A kind of plant without storage's Automatic Optimal system |
CN108223258A (en) * | 2018-01-16 | 2018-06-29 | 河南创辉水利水电工程有限公司 | A kind of plant without storage's automatic optimization method |
CN108252276A (en) * | 2018-02-09 | 2018-07-06 | 河南创辉水利水电工程有限公司 | A kind of plant without storage's automatic optimization method based on adjusting of contributing |
JP2019213381A (en) * | 2018-06-06 | 2019-12-12 | 中国電力株式会社 | Operation support system for hydroelectric power plant |
CN110705784A (en) * | 2019-09-29 | 2020-01-17 | 河南郑大水利科技有限公司 | Optimized operation evaluation method for radial flow type hydropower station |
CN111321713A (en) * | 2019-06-19 | 2020-06-23 | 河南郑大水利科技有限公司 | Hydropower station unit operation method based on ecological flow |
CN111353654A (en) * | 2020-03-13 | 2020-06-30 | 郑州大学 | Direct-current transmitting-end hydropower station optimal scheduling method compatible with peak regulation requirements of receiving-end power grid |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7308724B2 (en) * | 2005-03-30 | 2007-12-18 | Chun-Ta Ho | Household bathing water massage device |
-
2020
- 2020-07-21 CN CN202010703066.2A patent/CN111832830B/en active Active
Patent Citations (12)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103221684A (en) * | 2010-09-21 | 2013-07-24 | 丹尼斯·帕特里克·斯蒂尔 | Twin turbine system which follows the wind/water (windtracker) for wind and/or water power, with optimized blade shape |
EP2619449B1 (en) * | 2010-09-21 | 2016-07-20 | Dennis Patrick Steel | Twin turbine system which follows the wind/water (windtracker) for wind and/or water power, with optimized blade shape |
CN204080749U (en) * | 2014-09-28 | 2015-01-07 | 大唐陈村水力发电厂 | The flexible trash block system in a kind of plant without storage |
CN107016497A (en) * | 2017-03-22 | 2017-08-04 | 贵州乌江水电开发有限责任公司 | Water power generation schedule optimization method |
CN108053083A (en) * | 2018-01-16 | 2018-05-18 | 河南创辉水利水电工程有限公司 | A kind of hydro plant with reservoir non-flood period combined optimization power generation dispatching method |
CN108193653A (en) * | 2018-01-16 | 2018-06-22 | 河南创辉水利水电工程有限公司 | A kind of plant without storage's Automatic Optimal system |
CN108223258A (en) * | 2018-01-16 | 2018-06-29 | 河南创辉水利水电工程有限公司 | A kind of plant without storage's automatic optimization method |
CN108252276A (en) * | 2018-02-09 | 2018-07-06 | 河南创辉水利水电工程有限公司 | A kind of plant without storage's automatic optimization method based on adjusting of contributing |
JP2019213381A (en) * | 2018-06-06 | 2019-12-12 | 中国電力株式会社 | Operation support system for hydroelectric power plant |
CN111321713A (en) * | 2019-06-19 | 2020-06-23 | 河南郑大水利科技有限公司 | Hydropower station unit operation method based on ecological flow |
CN110705784A (en) * | 2019-09-29 | 2020-01-17 | 河南郑大水利科技有限公司 | Optimized operation evaluation method for radial flow type hydropower station |
CN111353654A (en) * | 2020-03-13 | 2020-06-30 | 郑州大学 | Direct-current transmitting-end hydropower station optimal scheduling method compatible with peak regulation requirements of receiving-end power grid |
Non-Patent Citations (3)
Title |
---|
《Cascade hydroelectric scheme: River flow estimation for reservoir regulation improvement and flood-risk mitigation》;Razali Jidin et al.;《2015 IEEE International Conference on Control System, Computing and Engineering (ICCSCE)》;20160602;全文 * |
小型水电站优化运行的误差分析研究;马跃先等;《人民黄河》;20090720(第07期);全文 * |
小型水电站厂内运行优化方法;马跃先等;《郑州工业大学学报》;20000330(第01期);全文 * |
Also Published As
Publication number | Publication date |
---|---|
CN111832830A (en) | 2020-10-27 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107818385B (en) | Method for predicting real-time operation trend of cascade hydropower station group | |
CN108193653B (en) | Automatic optimizing system of radial-flow hydropower station | |
CN110838733B (en) | Photovoltaic capacity configuration method suitable for cascade water-light complementary energy power generation system | |
CN112287531B (en) | Offshore wind farm multi-state reliability obtaining method considering typhoon influence | |
Delgado-Torres et al. | Off-grid SeaWater Reverse Osmosis (SWRO) desalination driven by hybrid tidal range/solar PV systems: Sensitivity analysis and criteria for preliminary design | |
CN111832830B (en) | Tail water level-based big data optimization operation method for radial flow type hydropower station | |
CN102073773A (en) | Main steam pressure tracking optimization method for steam turbine | |
CN111932033A (en) | Combined operation method and system for cascade hydropower station with tail water jacking | |
CN111738625B (en) | High water level operation method for front pool of radial hydropower station | |
CN111932025B (en) | Comprehensive energy system construction multi-stage planning method considering photovoltaic randomness | |
CN110729721A (en) | Method for calculating global reserve capacity of power system | |
CN111859668B (en) | Runoff hydropower station optimal operation method based on big data | |
CN113919719A (en) | Method and system for calculating power generation flow of radial flow type hydropower station and method for adjusting output | |
CN102520355B (en) | Hydroelectric generating set load adjustment test method | |
CN113300414A (en) | Method and system for optimizing operation of step hydropower station under constant load | |
CN111832829B (en) | Reservoir hydropower station optimal operation method based on big data | |
CN110571861B (en) | Method and device for determining output electric quantity of generator set | |
CN111810345A (en) | Method and system for leveling front pool water level of radial flow type hydropower station | |
CN112332463A (en) | Active control method and system for improving AGC control performance of wind power plant | |
CN111859823A (en) | Method and system for determining starting of radial flow type hydropower station according to incoming flow | |
CN112308275A (en) | Optimal pitch angle identification method and equipment of wind generating set | |
CN108009941A (en) | Solve the nested optimization method of water light complementation power station Optimization of Unit Commitment By Improved | |
CN116316740B (en) | Energy storage replacing thermal power capacity efficiency calculation method considering new energy influence | |
CN113919718A (en) | Method and system for calculating power generation flow of reservoir hydropower station unit | |
CN111738626A (en) | Starting method and system of radial flow type hydropower station |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |