CN111738626B - Starting method and system for radial hydropower station - Google Patents

Starting method and system for radial hydropower station Download PDF

Info

Publication number
CN111738626B
CN111738626B CN202010711172.5A CN202010711172A CN111738626B CN 111738626 B CN111738626 B CN 111738626B CN 202010711172 A CN202010711172 A CN 202010711172A CN 111738626 B CN111738626 B CN 111738626B
Authority
CN
China
Prior art keywords
unit
flow
output value
starting
water
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
Application number
CN202010711172.5A
Other languages
Chinese (zh)
Other versions
CN111738626A (en
Inventor
马跃先
邓旭
王朋
郭峰
郭洋洋
刘纪轩
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Yunnan Datang International Lixian River Basin Hydropower Development Co ltd
Original Assignee
Yunnan Datang International Lixian River Basin Hydropower Development Co ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Yunnan Datang International Lixian River Basin Hydropower Development Co ltd filed Critical Yunnan Datang International Lixian River Basin Hydropower Development Co ltd
Priority to CN202010711172.5A priority Critical patent/CN111738626B/en
Publication of CN111738626A publication Critical patent/CN111738626A/en
Application granted granted Critical
Publication of CN111738626B publication Critical patent/CN111738626B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION 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
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063Operations research, analysis or management
    • G06Q10/0631Resource planning, allocation, distributing or scheduling for enterprises or organisations
    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION 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
    • G06Q50/00Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
    • G06Q50/06Energy or water supply
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E40/00Technologies for an efficient electrical power generation, transmission or distribution
    • Y02E40/70Smart grids as climate change mitigation technology in the energy generation sector
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y04INFORMATION OR COMMUNICATION TECHNOLOGIES HAVING AN IMPACT ON OTHER TECHNOLOGY AREAS
    • Y04SSYSTEMS INTEGRATING TECHNOLOGIES RELATED TO POWER NETWORK OPERATION, COMMUNICATION OR INFORMATION TECHNOLOGIES FOR IMPROVING THE ELECTRICAL POWER GENERATION, TRANSMISSION, DISTRIBUTION, MANAGEMENT OR USAGE, i.e. SMART GRIDS
    • Y04S10/00Systems supporting electrical power generation, transmission or distribution
    • Y04S10/50Systems or methods supporting the power network operation or management, involving a certain degree of interaction with the load-side end user applications

Landscapes

  • Business, Economics & Management (AREA)
  • Human Resources & Organizations (AREA)
  • Engineering & Computer Science (AREA)
  • Economics (AREA)
  • Strategic Management (AREA)
  • Theoretical Computer Science (AREA)
  • Entrepreneurship & Innovation (AREA)
  • Health & Medical Sciences (AREA)
  • Marketing (AREA)
  • General Physics & Mathematics (AREA)
  • General Business, Economics & Management (AREA)
  • Tourism & Hospitality (AREA)
  • Physics & Mathematics (AREA)
  • Public Health (AREA)
  • Primary Health Care (AREA)
  • Water Supply & Treatment (AREA)
  • Development Economics (AREA)
  • Educational Administration (AREA)
  • General Health & Medical Sciences (AREA)
  • Game Theory and Decision Science (AREA)
  • Operations Research (AREA)
  • Quality & Reliability (AREA)
  • Control Of Water Turbines (AREA)

Abstract

The invention provides a starting method and a system for a radial hydropower station, which are used for carrying out pre-estimation judgment on incoming flows, carrying out optimization selection by combining with the running efficiency of a power station unit, and selecting a reasonable starting scheme.

Description

Starting method and system for radial hydropower station
Technical Field
The invention relates to hydraulic engineering, in particular to a starting method and a starting system for a radial hydropower station.
Background
The radial flow type hydropower station cannot effectively regulate the incoming flow, so that the starting combination of the radial flow type hydropower station needs to be matched with the incoming flow, and on the basis, the front pool is required to be stabilized at a high water level as much as possible, so that the power generation water head of the radial flow type hydropower station is improved. For a radial-flow hydropower station, the unit size, the unit model, the unit arrangement and other forms are different, so that the utilization efficiency of different water amounts is different, and the reasonable determination of the starting mode is needed by combining the arrangement form, the unit model and the efficiency of the unit in order to improve the utilization efficiency of the water energy.
At present, the radial hydropower station is started by manual operation, the starting mode is started by experience, full load or equal division mode is adopted, the starting mode has blind randomness, and the unit utilization efficiency is low. The running efficiency curve of the unit is an important reference of the running state of the unit, and the running efficiency of the unit is not considered in the current starting-up running of the radial hydropower station, so that scientific and reasonable guidance is lacked.
Disclosure of Invention
Based on the above, the invention provides a starting-up method of a radial hydropower station, the radial hydropower station comprises a front pool, and the number of machine sets of the hydropower station is 2, and the starting-up method is as follows:
s1: obtaining incoming flow of a power station: determining the incoming flow of the water intake of the power station or the upstream power station or the water intake of the water intake channel according to the incoming water information of the water intake channel or the upstream power station or the water intake of the water intake channel;
s2: acquiring a unit operation characteristic curve of a water turbine of each unit;
s3: when the incoming flow is smaller than the maximum value of rated flow of the two units, assuming that the front pool water level is a normal high water level, respectively distributing the incoming flow to the first unit or the second unit, calculating according to the incoming flow distribution mode, according to the water diversion system arrangement mode and the tail water arrangement mode, obtaining the water head loss and the tail water level of the first unit or the second unit, then obtaining the power generation water head of the first unit or the second unit, respectively according to the power generation water heads of the first unit and the second unit and the flow distributed by the power generation water heads, searching the operation characteristic curves of the units, searching the corresponding efficiency, then respectively calculating the output values of the first unit and the second unit corresponding to the output values, and finding out the unit corresponding to the maximum output value and the output value as a starting unit and a starting output;
s4: when the incoming flow is larger than the maximum value of rated flow of two units, firstly dividing equally, selecting half of the incoming flow by the two units, assuming that the front pool water level is a normal high water level, respectively distributing the incoming flow to the first unit and the second unit, calculating the head loss and the tail water level of the first unit and the second unit according to the distribution mode of the incoming flow and the distribution mode of the diversion system, further obtaining the power generation heads of the first unit and the second unit, respectively according to the power generation heads of the first unit and the second unit and the distributed flow, searching the operation characteristic curves of the units, searching the corresponding efficiency, further respectively calculating the output values of the corresponding first unit and the second unit, adding to obtain the total output value, and then carrying out the following steps:
adding a certain flow to the first unit, reducing a certain flow by the second unit, and then calculating to obtain a first unit output value and a second unit output value corresponding to the working condition according to the step in the step S4, and calculating a total unit output value; and the following judgment is carried out:
s41: if the total output value of the machine set is increased, the first machine set continues to increase a certain flow, the second machine set continues to decrease a certain flow, the step S4 is continuously executed, the corresponding output value of the first machine set and the output value of the second machine set are obtained through calculation, the total output value of the machine set is calculated, the relation between the total output value and the last calculated total output value is judged, if the total output value is increased, the adjustment is continuously executed until the first descent step or the average value of the two flow of the first descent step and the last step is selected as the starting flow of each machine set, and the machine set output corresponding to the flow is the starting output;
s42: if the total output value of the units is unchanged, starting up according to the output value corresponding to half of the incoming flow of each unit;
s43: if the total output value of the unit is reduced, the first unit reduces a certain flow on the basis of half of the incoming flow, the second unit increases a certain flow on the basis of half of the incoming flow, the corresponding output value of the first unit and the output value of the second unit are obtained through calculation according to the step in the step S4, the total output value of the unit is calculated, the relation between the total output value and the last calculated total output value is judged, if the total output value is increased, the adjustment is continuously executed until the reduction occurs, and the first reduction step or the average value of the two flows of the first reduction step and the last step is selected as the starting flow of each unit, and the output of the unit corresponding to the flow is the starting output.
Preferably, the incoming flow is obtained by installing a water level gauge or a flow measuring device on the water diversion channel; when the water level meter is installed, the incoming flow is needed to be converted according to the water level meter combined with the water diversion channel arrangement.
Preferably, when the set output is calculated according to the flow, if the set output is larger than the set limit output, the set output is taken as the set limit output.
Preferably, the unit limiting output is a rated load.
Preferably, the unit limiting force is rated installed multiplied by an overdriving coefficient, and the overdriving coefficient is a number greater than 1.
The system applying the starting-up method is characterized in that: the system comprises an incoming flow determining module and a starting-up determining module, wherein the incoming flow determining module is used for determining incoming flow of a power station, and the starting-up determining module is used for selecting corresponding starting-up according to the incoming flow and combining unit characteristics.
The principle of the invention is as follows:
the method comprises the steps of obtaining the incoming flow of the water channel by using a corresponding measuring device of a power station, judging the incoming flow on the basis, starting up the unit by using the incoming flow, and particularly introducing the operation efficiency of the unit, and taking the operation efficiency and the total output of the unit as the judging basis of the starting-up flow.
The invention has the advantages that:
the invention provides a starting method and a system for a radial hydropower station, which are used for carrying out pre-estimation judgment on incoming flows, carrying out optimization selection by combining with the running efficiency of a power station unit, and selecting a reasonable starting scheme.
The specific embodiment is as follows: the structure defined by the present invention is specifically explained below with reference to the following embodiments.
The invention provides a starting-up method of a radial-flow hydropower station, which comprises a front pool, wherein 2 hydropower station loader units are arranged, and the starting-up method is as follows:
s1: obtaining incoming flow of a power station: determining the incoming flow of the water intake of the power station or the upstream power station or the water intake of the water intake channel according to the incoming water information of the water intake channel or the upstream power station or the water intake of the water intake channel;
s2: acquiring a unit operation characteristic curve of a water turbine of each unit;
s3: when the incoming flow is smaller than the maximum value of rated flow of the two units, assuming that the front pool water level is a normal high water level, respectively distributing the incoming flow to the first unit or the second unit, calculating according to the incoming flow distribution mode, according to the water diversion system arrangement mode and the tail water arrangement mode, obtaining the water head loss and the tail water level of the first unit or the second unit, then obtaining the power generation water head of the first unit or the second unit, respectively according to the power generation water heads of the first unit and the second unit and the flow distributed by the power generation water heads, searching the operation characteristic curves of the units, searching the corresponding efficiency, then respectively calculating the output values of the first unit and the second unit corresponding to the output values, and finding out the unit corresponding to the maximum output value and the output value as a starting unit and a starting output;
s4: when the incoming flow is larger than the maximum value of rated flow of two units, firstly dividing equally, selecting half of the incoming flow by the two units, assuming that the front pool water level is a normal high water level, respectively distributing the incoming flow to the first unit and the second unit, calculating the head loss and the tail water level of the first unit and the second unit according to the distribution mode of the incoming flow and the distribution mode of the diversion system, further obtaining the power generation heads of the first unit and the second unit, respectively according to the power generation heads of the first unit and the second unit and the distributed flow, searching the operation characteristic curves of the units, searching the corresponding efficiency, further respectively calculating the output values of the corresponding first unit and the second unit, adding to obtain the total output value, and then carrying out the following steps:
adding a certain flow to the first unit, reducing a certain flow by the second unit, and then calculating to obtain a first unit output value and a second unit output value corresponding to the working condition according to the step in the step S4, and calculating a total unit output value; and the following judgment is carried out:
s41: if the total output value of the machine set is increased, the first machine set continues to increase a certain flow, the second machine set continues to decrease a certain flow, the step S4 is continuously executed, the corresponding output value of the first machine set and the output value of the second machine set are obtained through calculation, the total output value of the machine set is calculated, the relation between the total output value and the last calculated total output value is judged, if the total output value is increased, the adjustment is continuously executed until the first descent step or the average value of the two flow of the first descent step and the last step is selected as the starting flow of each machine set, and the machine set output corresponding to the flow is the starting output;
s42: if the total output value of the units is unchanged, starting up according to the output value corresponding to half of the incoming flow of each unit;
s43: if the total output value of the unit is reduced, the first unit reduces a certain flow on the basis of half of the incoming flow, the second unit increases a certain flow on the basis of half of the incoming flow, the corresponding output value of the first unit and the output value of the second unit are obtained through calculation according to the step in the step S4, the total output value of the unit is calculated, the relation between the total output value and the last calculated total output value is judged, if the total output value is increased, the adjustment is continuously executed until the reduction occurs, and the first reduction step or the average value of the two flows of the first reduction step and the last step is selected as the starting flow of each unit, and the output of the unit corresponding to the flow is the starting output.
Preferably, the incoming flow is obtained by installing a water level gauge or a flow measuring device on the water diversion channel; when the water level meter is installed, the incoming flow is needed to be converted according to the water level meter combined with the water diversion channel arrangement.
Preferably, when the set output is calculated according to the flow, if the set output is larger than the set limit output, the set output is taken as the set limit output.
Preferably, the unit limiting output is a rated load.
Preferably, the unit limiting force is rated installed multiplied by an overdriving coefficient, and the overdriving coefficient is a number greater than 1.
The system applying the starting-up method is characterized in that: the system comprises an incoming flow determining module and a starting-up determining module, wherein the incoming flow determining module is used for determining incoming flow of a power station, and the starting-up determining module is used for selecting corresponding starting-up according to the incoming flow and combining unit characteristics.
When the method or the system is used, the corresponding output values under different flow distribution can be calculated according to the incoming flow information and different arrangements of the units, so that the maximum total output value of the units under the determined flow is realized, and the utilization efficiency of the units is the highest. The optimization method can better solve the starting strategy problem of the hydropower station and can provide scientific guidance for the operation of 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 by the examples, but also includes equivalent technical means as will occur to those skilled in the art based on the inventive concept.

Claims (6)

1. The starting-up method of the radial hydropower station comprises a front pool, and the number of the hydropower station loader units is 2, and the starting-up method is as follows:
s1: obtaining the incoming flow of a water power station: determining the inflow of the water power station water intake channel according to the inflow information of the water intake channel or the upstream water power station or the water intake of the water intake channel;
s2: acquiring a unit operation characteristic curve of a water turbine of each unit;
s3: when the incoming flow is smaller than the maximum value of rated flow of the two units, assuming that the front pool water level is a normal high water level, distributing the incoming flow to the first unit or the second unit, calculating according to the incoming flow distribution mode, according to the water diversion system arrangement mode and the tail water arrangement mode, obtaining the water head loss and the tail water level of the first unit or the second unit, obtaining the power generation water head of the first unit or the second unit, respectively according to the power generation water heads of the first unit and the second unit and the flow distributed by the power generation water heads, searching the operation characteristic curves of the units, searching the corresponding efficiency, then respectively calculating the output values of the first unit and the second unit, finding the unit with the maximum output value and the output value, and taking the unit and the output value as a starting unit and a starting output;
s4: when the incoming flow is larger than the maximum value of rated flow of two units, firstly dividing equally, selecting half of the incoming flow by the two units, assuming that the front pool water level is a normal high water level, respectively distributing the incoming flow to the first unit and the second unit, calculating the head loss and the tail water level of the first unit and the second unit according to the distribution mode of the incoming flow and the distribution mode of the diversion system, further obtaining the power generation heads of the first unit and the second unit, respectively according to the power generation heads of the first unit and the second unit and the distributed flow, searching the operation characteristic curves of the units, searching the corresponding efficiency, further respectively calculating the output values of the corresponding first unit and the second unit, adding to obtain the total output value, and then carrying out the following steps:
adding a certain flow to the first unit, reducing a certain flow by the second unit, calculating to obtain a certain flow added to the first unit according to the step in the step S4, reducing a first unit output value and a second unit output value corresponding to the certain flow by the second unit, and calculating a total output value of the units; and the following judgment is carried out:
s41: if the total output value of the machine set is increased, the first machine set continues to increase a certain flow, the second machine set continues to decrease a certain flow, the step S4 is continuously executed, the corresponding output value of the first machine set and the output value of the second machine set are obtained through calculation, the total output value of the machine set is calculated, the relation between the total output value and the last calculated total output value is judged, if the total output value is increased, the adjustment is continuously executed until the flow is reduced, the flow value of the first reducing step is selected as the starting flow of each machine set or the average value of the two flows of the first reducing step and the last step is selected as the starting flow of each machine set, and the output of the machine set corresponding to the flow is the starting output;
s42: if the total output value of the units is unchanged, starting up according to the output value corresponding to half of the incoming flow of each unit;
s43: if the total output value of the units is reduced, the first unit reduces a certain flow on the basis of half of the incoming flow, the second unit increases a certain flow on the basis of half of the incoming flow, the corresponding output value of the first unit and the output value of the second unit are obtained through calculation according to the step in the step S4, the total output value of the units is calculated, the relation between the total output value and the last calculated total output value is judged, if the total output value is increased, the adjustment is continuously executed until the reduction occurs, the flow value of the first reduction step is selected as the starting-up flow of each unit, or the average value of the two flows of the first reduction step and the last step is selected as the starting-up flow of each unit, and the output of the unit corresponding to the flow is the starting-up output.
2. A method for starting up a radial hydropower station according to claim 1, characterized in that: the incoming flow is obtained by installing a water level gauge or a flow measuring device on the water diversion channel; when the water level meter is installed, the incoming flow is needed to be converted according to the water level meter combined with the water diversion channel arrangement.
3. A method for starting up a radial hydropower station according to claim 1, characterized in that: and when the set output is calculated according to the flow, if the set output is larger than the set limiting output, taking the set output as the set limiting output.
4. A method for starting up a radial hydropower station according to claim 3, wherein: the unit restraining force may be a rated load.
5. A method for starting up a radial hydropower station according to claim 3, wherein: the unit limiting output is rated installation multiplied by an overdriving coefficient, and the overdriving coefficient is a number larger than 1.
6. A system applying the boot-up method of any of claims 1-5, characterized in that: the system comprises an incoming flow determining module and a starting-up determining module, wherein the incoming flow determining module is used for determining incoming flow of the hydropower station, and the starting-up determining module is used for selecting a corresponding starting-up scheme according to the incoming flow combined with the unit characteristics.
CN202010711172.5A 2020-07-22 2020-07-22 Starting method and system for radial hydropower station Active CN111738626B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010711172.5A CN111738626B (en) 2020-07-22 2020-07-22 Starting method and system for radial hydropower station

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010711172.5A CN111738626B (en) 2020-07-22 2020-07-22 Starting method and system for radial hydropower station

Publications (2)

Publication Number Publication Date
CN111738626A CN111738626A (en) 2020-10-02
CN111738626B true CN111738626B (en) 2023-07-14

Family

ID=72657247

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010711172.5A Active CN111738626B (en) 2020-07-22 2020-07-22 Starting method and system for radial hydropower station

Country Status (1)

Country Link
CN (1) CN111738626B (en)

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104216383A (en) * 2014-09-22 2014-12-17 国家电网公司 Operating efficiency optimizing method of small hydropower station unit
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
CN108335045A (en) * 2018-02-09 2018-07-27 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 aperture regulation
CN109764586A (en) * 2018-12-04 2019-05-17 珠海格力电器股份有限公司 Unit starting control method and device adaptive to variable flow
CN110009036A (en) * 2019-04-03 2019-07-12 中国水利水电科学研究院 A method of improving power station comprehensive benefit
WO2019174039A1 (en) * 2018-03-16 2019-09-19 大连理工大学 Short-term practical scheduling method for super-large-scale hydroelectric station group
CN111102212A (en) * 2019-12-31 2020-05-05 武汉睿山智水科技发展有限公司 Method and device for scheduling cascade pump station and electronic equipment
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

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104216383A (en) * 2014-09-22 2014-12-17 国家电网公司 Operating efficiency optimizing method of small hydropower station unit
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
CN108335045A (en) * 2018-02-09 2018-07-27 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 aperture regulation
WO2019174039A1 (en) * 2018-03-16 2019-09-19 大连理工大学 Short-term practical scheduling method for super-large-scale hydroelectric station group
CN109764586A (en) * 2018-12-04 2019-05-17 珠海格力电器股份有限公司 Unit starting control method and device adaptive to variable flow
CN110009036A (en) * 2019-04-03 2019-07-12 中国水利水电科学研究院 A method of improving power station comprehensive benefit
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
CN111102212A (en) * 2019-12-31 2020-05-05 武汉睿山智水科技发展有限公司 Method and device for scheduling cascade pump station and electronic equipment

Non-Patent Citations (5)

* Cited by examiner, † Cited by third party
Title
A short-term joint optimal dispatching method of wind farms, photovoltaic generations, hydropower stations and gas power plants;Chen Tian-qiong et al.;《2014 International Conference on Power System Technology》;20141222;全文 *
梯级小水电优化运行技术研究;王朋;《中国优秀硕士学位论文全文数据库 》;20160115;全文 *
溪洛渡-向家坝梯级水电站机组运行组合方式分析;林显;《水电与新能源》;20150130(第01期);全文 *
长引水隧洞巨型水电站机组开机方式探讨;唐凡等;《水电与新能源》;20150430(第4期);全文 *
长距离引水径流式水电站装机容量及水轮机额定水头的确定;李朝晖等;《东北水利水电》;20080615(第06期);全文 *

Also Published As

Publication number Publication date
CN111738626A (en) 2020-10-02

Similar Documents

Publication Publication Date Title
CN108223258B (en) Automatic optimization method for radial flow hydropower station
CN108193653B (en) Automatic optimizing system of radial-flow hydropower station
JP2001037085A (en) Method and apparatus for frequency controlling power system including secondary cell
CN110705784B (en) Optimized operation evaluation method for radial flow type hydropower station
CN110212554B (en) Wind power frequency modulation control method for improving peak shaving characteristic of power grid
CN107154644B (en) A kind of new energy consumption method adjusted based on generation frequency limit value
CN106321219B (en) Method for determining frequency-conversion speed-regulation full-system combined optimization operation scheme of cooling water pump unit of power plant
CN111859823B (en) Method and system for determining starting-up of radial hydropower station according to incoming flow
CN116525879A (en) High-power fuel cell hydrogen supply circulation system and method
CN114024339B (en) Method for expanding full-power variable-speed pumped storage unit by using step hydropower
CN111738626B (en) Starting method and system for radial hydropower station
CN110649596A (en) Frequency full-response analytic model considering system initial state
EP1974460B1 (en) On-site power plant control
CN116591265B (en) Intelligent control method and system for non-negative pressure secondary water supply equipment
CN111682558B (en) Control method for fast and constant power of grid-connected tie line of self-contained power plant
CN108306300A (en) A kind of method and system for determining THE UPFC capacity on major network section
CN108053083A (en) A kind of hydro plant with reservoir non-flood period combined optimization power generation dispatching method
CN105976046B (en) Low-carbon power grid planning method considering demand side management
CN112564088A (en) Renewable energy consumption capacity improving method considering thermal power flexibility modification cost
CN111810345A (en) Method and system for leveling front pool water level of radial flow type hydropower station
CN113300414A (en) Method and system for optimizing operation of step hydropower station under constant load
CN109191018A (en) A kind of more pump energy saving management methods of water factory
CN113919719A (en) Method and system for calculating power generation flow of radial flow type hydropower station and method for adjusting output
CN116822838A (en) Runoff type hydropower station optimizing system
CN114123241A (en) Energy storage-unit coordinated frequency modulation control method for reducing frequency modulation action of thermal power generating unit

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
TA01 Transfer of patent application right

Effective date of registration: 20230620

Address after: 665000 No.1, floor 1-4, unit 1, building 19, urban quality community, No.2 Shilong Road, Simao District, Pu'er City, Yunnan Province

Applicant after: YUNNAN DATANG INTERNATIONAL LIXIAN RIVER BASIN HYDROPOWER DEVELOPMENT Co.,Ltd.

Address before: Room 219, building 1, Zhengda science and Technology Park, 100 Cuizhu street, high tech Zone, Zhengzhou City, Henan Province, 450001

Applicant before: Henan Zhengda Water Conservancy Technology Co.,Ltd.

TA01 Transfer of patent application right
GR01 Patent grant
GR01 Patent grant