CN103366099A - Hydrological model parameter debugging method - Google Patents

Hydrological model parameter debugging method Download PDF

Info

Publication number
CN103366099A
CN103366099A CN2013103334457A CN201310333445A CN103366099A CN 103366099 A CN103366099 A CN 103366099A CN 2013103334457 A CN2013103334457 A CN 2013103334457A CN 201310333445 A CN201310333445 A CN 201310333445A CN 103366099 A CN103366099 A CN 103366099A
Authority
CN
China
Prior art keywords
storm
hydrological
region
rainfall
area
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN2013103334457A
Other languages
Chinese (zh)
Inventor
李胜
郑强
张宗旗
项武林
郭应杰
漆兰
张�荣
杨正熙
唐荣新
宋德富
刘志强
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.)
GUIZHOU DONGFANG SHIJI SCIENCE AND TECHNOLOGY Co Ltd
Original Assignee
GUIZHOU DONGFANG SHIJI SCIENCE AND TECHNOLOGY 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 GUIZHOU DONGFANG SHIJI SCIENCE AND TECHNOLOGY Co Ltd filed Critical GUIZHOU DONGFANG SHIJI SCIENCE AND TECHNOLOGY Co Ltd
Priority to CN2013103334457A priority Critical patent/CN103366099A/en
Publication of CN103366099A publication Critical patent/CN103366099A/en
Pending legal-status Critical Current

Links

Landscapes

  • Testing Or Calibration Of Command Recording Devices (AREA)

Abstract

The invention discloses a hydrological model parameter debugging method, which comprises the following steps that 1, different magnitudes of storm rainfall of a region are assumed; 2, a storm rain contour map of the region is searched; 3, basin characteristic parameters of the region are determined; 4, flood processes corresponding to the assumed storm rainfall are worked out according to the assumed storm rainfall and the storm rain contour map of the region by referring to the basin characteristic parameters of the region such as the river length, the area, the gradient and the storm rainfall; 5, the assumed storm rainfall in step 1 is changed, and the steps 1 to 4 are repeated; and 6, the different magnitudes of storm rainfall and the corresponding flood processes determined in steps 1 to 5 are input into a hydrological forecasting model for parameter debugging. The problems of final large flood forecast error, low precision and the like of the hydrological model caused by the fact that no historical hydrological data is supplied for parameter calibration of the hydrological model currently applied in the region without a hydrological station or hydrological data are solved, and the method can be used in the region with the hydrological data for the verification of hydrological forecasting parameters.

Description

A kind of Hydro-Model Parameter Calibration Technology adjustment method
Technical field
The invention belongs to the flood forecasting technical field, relate in particular to a kind of Hydro-Model Parameter Calibration Technology adjustment method.
Background technology
General hydrologic forecast model all needs to carry out parameter rating of the model before application, just can come into operation, and hydrology historical summary carries out the work of basic parameter calibration yet the calibration Hydro-Model Parameter Calibration Technology generally all needs for many years.But relative developed country is less for China hydrometric station, the small watershed easily sent out of flood damage particularly, essentially no hydrometric station or hydrologic data, therefore will use hydrological model in work of flood prevention predicts the difficulty that existence is very large to the flood of small watershed, exist predicated error large, the problem such as degree of accuracy is not high.
Summary of the invention
The technical problem to be solved in the present invention: a kind of Hydro-Model Parameter Calibration Technology adjustment method is provided, the particularly Hydro-Model Parameter Calibration Technology of Cross Some Region Without Data debugging, be applied at present without the parameter calibration of the hydrological model in hydrometric station or hydrologic data area owing to there not being historical hydrologic data to cause final hydrological model large to the Forecasting Flood error problem such as degree of accuracy is not high to solve.
Technical solution of the present invention:
A kind of Hydro-Model Parameter Calibration Technology adjustment method, it comprises the steps:
Step 1, suppose the storm rainfall of the different magnitudes in this area;
Step 2, search this area's heavy rain isogram;
Step 3, determine this area's drainage characteristics parameter;
Step 4, according to the storm rainfall of hypothesis and the heavy rain isogram of this area, in conjunction with river length of this area's drainage characteristics parameter, area, than falling and storm rainfall, calculates and suppose the corresponding peb process of storm rainfall;
Step 5, by change step 1 described hypothesis storm rainfall, repeat one to one peb process of different storm rainfalls institute that above-mentioned steps 2 to 4 calculates hypothesis;
Step 6, the storm rainfall that passes through the definite different magnitudes of step 1-5 and corresponding peb process thereof input to hydrologic forecast model and carry out parameter testing.
Beneficial effect of the present invention:
The employing of initiative of the present invention is by the storm rainfall of the different magnitudes of hypothesis, the parameters such as drainage characteristics according to the existing heavy rain isogram in this area and this area, calculate corresponding peb process and the time flow coordinate diagram of hypothesis storm rainfall, the storm rainfall of supposing is inputed to hydrologic forecast model with the peb process that calculates carry out parameter calibration, can determine the model parameter under the different storm rainfalls, solved the parameter calibration that is applied at present without the hydrological model in hydrometric station or hydrologic data area owing to there not being historical hydrologic data to cause final hydrological model large to the Forecasting Flood error, the problems such as degree of accuracy is not high, also can verify the hydrologic forecast parameter that the hydrologic data area is arranged by the present invention simultaneously, improve its forecast degree of accuracy.
Description of drawings:
Embodiment:
A kind of Hydro-Model Parameter Calibration Technology adjustment method of Cross Some Region Without Data, it comprises the steps:
Step 1, suppose the storm rainfall of the different magnitudes in this area before the Offered model parameters, generally to need many different magnitude flood data, therefore need the storm rainfall of many different frequencies of hypothesis, as calculating input.
Step 2, search this area's heavy rain isogram, according to " flood heavy rain reckoner " (or similar hydrology reckoner, hereinafter referred " handbook), " handbook can be by looking into the some face relation of calculating rainstorm statistics parameter, heavy rain isogram, short duration Rain Intensity Formula Based, heavy rain etc.;
Step 3, determine this area's drainage characteristics parameter, the drainage characteristics ginseng mainly finger river length, area, than degradation characteristic parameter;
Step 4, according to each storm rainfall of hypothesis and the heavy rain isogram of this area, in conjunction with river length of this area's drainage characteristics parameter, area, than falling and storm rainfall, can calculates and suppose the corresponding peb process of storm rainfall;
Step 5, by change step 1 described hypothesis storm rainfall, repeat one to one peb process of different storm rainfalls institute that above-mentioned parameter calculates hypothesis, peb process is a time flow coordinate diagram;
Step 6, the storm rainfall that passes through the definite different magnitudes of step 1-5 and corresponding peb process thereof, input to hydrologic forecast model and can carry out parameter testing by conventional method, determine the parameter calibration of hydrologic forecast model, realize the correct calibration of Hydro-Model Parameter Calibration Technology.

Claims (1)

1. Hydro-Model Parameter Calibration Technology adjustment method, it comprises the steps:
Step 1, suppose the storm rainfall of the different magnitudes in this area;
Step 2, search this area's heavy rain isogram;
Step 3, determine this area's drainage characteristics parameter;
Step 4, according to the storm rainfall of hypothesis and the heavy rain isogram of this area, in conjunction with river length of this area's drainage characteristics parameter, area, than falling and storm rainfall, calculates and suppose the corresponding peb process of storm rainfall;
Step 5, by change step 1 described hypothesis storm rainfall, repeat one to one peb process of different storm rainfalls institute that above-mentioned steps 2 to 4 calculates hypothesis;
Step 6, the storm rainfall that passes through the definite different magnitudes of step 1-5 and corresponding peb process thereof input to hydrologic forecast model and carry out parameter testing.
CN2013103334457A 2013-08-02 2013-08-02 Hydrological model parameter debugging method Pending CN103366099A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013103334457A CN103366099A (en) 2013-08-02 2013-08-02 Hydrological model parameter debugging method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013103334457A CN103366099A (en) 2013-08-02 2013-08-02 Hydrological model parameter debugging method

Publications (1)

Publication Number Publication Date
CN103366099A true CN103366099A (en) 2013-10-23

Family

ID=49367426

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013103334457A Pending CN103366099A (en) 2013-08-02 2013-08-02 Hydrological model parameter debugging method

Country Status (1)

Country Link
CN (1) CN103366099A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105912861A (en) * 2016-04-12 2016-08-31 四川大学 Non-parametric conceptual hydrological model based on GIS
CN106815397A (en) * 2016-12-08 2017-06-09 中国科学院新疆生态与地理研究所 The method and device of hydrogeological parameter subregion is carried out using the contour of water table
CN107341346A (en) * 2017-06-26 2017-11-10 华中科技大学 A kind of hydrologic forecasting method
CN107730151A (en) * 2017-11-21 2018-02-23 中国水利水电科学研究院 A kind of basin design flood calculation method based on conceptual hydrological model
WO2022206265A1 (en) * 2021-04-02 2022-10-06 河海大学 Method for parameter calibration of hydrological forecasting model based on deep reinforcement learning

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102930357A (en) * 2012-11-20 2013-02-13 中铁第四勘察设计院集团有限公司 Method for forecasting water burst flood peak and peak time for karst tunnel underground river
CN103218485A (en) * 2013-04-03 2013-07-24 郑州大学 Method for calculating small watershed environmental capacity under support of GIS (Geographic Information System) technology

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102930357A (en) * 2012-11-20 2013-02-13 中铁第四勘察设计院集团有限公司 Method for forecasting water burst flood peak and peak time for karst tunnel underground river
CN103218485A (en) * 2013-04-03 2013-07-24 郑州大学 Method for calculating small watershed environmental capacity under support of GIS (Geographic Information System) technology

Non-Patent Citations (4)

* Cited by examiner, † Cited by third party
Title
KARSTER等: "Advanced flood forecasting in Alpine watersheds by coupling meteorological observations and forecasts with a distributed hydrological model", 《JOURNAL OF HYDROLOGY》 *
张升堂等: "新型降水分布数据模型研究及其应用", 《应用生态学报》 *
水利部水文局: "《水文情报预报技术手册》", 31 October 2010 *
魏林宏: "时空尺度对洪水模拟的影响研究", 《中国博士学位论文全文数据库工程科技Ⅱ辑》 *

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105912861A (en) * 2016-04-12 2016-08-31 四川大学 Non-parametric conceptual hydrological model based on GIS
CN105912861B (en) * 2016-04-12 2018-10-26 四川大学 The computational methods of the conceptual hydrological model of nonparametric based on GIS
CN106815397A (en) * 2016-12-08 2017-06-09 中国科学院新疆生态与地理研究所 The method and device of hydrogeological parameter subregion is carried out using the contour of water table
CN107341346A (en) * 2017-06-26 2017-11-10 华中科技大学 A kind of hydrologic forecasting method
CN107730151A (en) * 2017-11-21 2018-02-23 中国水利水电科学研究院 A kind of basin design flood calculation method based on conceptual hydrological model
CN107730151B (en) * 2017-11-21 2021-07-23 中国水利水电科学研究院 Basin design flood calculation method based on conceptual hydrological model
CN113821999A (en) * 2017-11-21 2021-12-21 中国水利水电科学研究院 Hydrological model applicability evaluation method for calculating design flood
CN113821999B (en) * 2017-11-21 2022-11-01 中国水利水电科学研究院 Hydrological model applicability evaluation method for calculating design flood
WO2022206265A1 (en) * 2021-04-02 2022-10-06 河海大学 Method for parameter calibration of hydrological forecasting model based on deep reinforcement learning

Similar Documents

Publication Publication Date Title
CN103366099A (en) Hydrological model parameter debugging method
CN107016178B (en) A kind of calculation method of Rainfall Pattern of Urban Design Storm
CN105320827A (en) Rainfall runoff forecasting system
CN104281780A (en) Linear reservoir retention confluence and nested watershed (multiple sub watersheds) confluence method
CN106202935A (en) The bearing calibration of a kind of Watershed Runoff forecast and system thereof
Deng et al. Estimation of nonfluctuating reservoir inflow from water level observations using methods based on flow continuity
Asadi et al. Performance evaluation of the HEC-HMS hydrologic model for lumped and semi-distributed stormflow simulation (study area: Delibajak Basin)
CN103559411A (en) Flood routing numerical simulation calculation correcting method based on digital elevation model
CN103810401B (en) Two-dimensional runoff restoration method for separating influences of human activities
CN111260159A (en) Meteorological-hydrological coupling flood measuring and reporting method
Duong et al. River discharge projection in Indochina Peninsula under a changing climate using the MRI-AGCM3. 2S dataset
CN106326191B (en) A method of sunshine time is quantified based on weather forecast descriptive data
CN107944466A (en) A kind of rainfall bias correction method based on segmentation thought
CN105160178B (en) A kind of reservoir watershed watershed partitioning method considering spatially distributed rainfall feature
CN110648007B (en) Rainfall forecast index correction method and system
CN104484900A (en) Meteorological element interpolation assessment method based on Delaunay triangle network
CN103473434A (en) Urban design rainstorm calculation method
Gao et al. The application of adaptive Kalman filter in traffic flow forecasting
CN111932023B (en) Small-watershed short-term flood forecasting method based on typical design flood process line
CN103400337A (en) Method for determining early-warning index of mountain torrent disaster in small watershed
CN106501878A (en) Estimate deviation method ensemble typhoon forecast method
CN105389453A (en) Method for acquiring reservoir inflow design flood of hydraulic and hydro-power engineering
Li et al. Study of a dynamic downscaling scheme for quantitative precipitation forecasting
Alvisi et al. Calibration and sensitivity analysis of the C-Town pipe network model
Zhao et al. Application of the HEC-HMS model for flood simulation in ungauged mountainous area

Legal Events

Date Code Title Description
C06 Publication
PB01 Publication
C10 Entry into substantive examination
SE01 Entry into force of request for substantive examination
WD01 Invention patent application deemed withdrawn after publication
WD01 Invention patent application deemed withdrawn after publication

Application publication date: 20131023