CN107038278A - Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions - Google Patents

Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions Download PDF

Info

Publication number
CN107038278A
CN107038278A CN201710107361.XA CN201710107361A CN107038278A CN 107038278 A CN107038278 A CN 107038278A CN 201710107361 A CN201710107361 A CN 201710107361A CN 107038278 A CN107038278 A CN 107038278A
Authority
CN
China
Prior art keywords
parameter
swmm
matlab
data
formatted files
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
CN201710107361.XA
Other languages
Chinese (zh)
Inventor
王红武
董敬磊
张龙
张一龙
秦语涵
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.)
Tongji University
Original Assignee
Tongji University
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 Tongji University filed Critical Tongji University
Priority to CN201710107361.XA priority Critical patent/CN107038278A/en
Publication of CN107038278A publication Critical patent/CN107038278A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G06COMPUTING; CALCULATING OR COUNTING
    • G06FELECTRIC DIGITAL DATA PROCESSING
    • G06F30/00Computer-aided design [CAD]

Abstract

The present invention relates to a kind of parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions, including step:S1:EFAST analysis methods are simulated by Matlab, input sample of data is passed to the inp formatted files needed for SWMM;S2:Called using SWMM computation engine and extract the information in inp formatted files and carry out computing, and operation result is respectively stored in rpt formatted files and out formatted files;S3:Called by Matlab and extract in rpt formatted files corresponding output information and generate corresponding output data sample;S4:Input sample of data and output data sample are calculated to the one order factor of relevant parameter respectively by eFAST sensitivity analysis algorithms respectively;S5:The big corresponding condition of parameter of the one order factor is optimized according to the one order factor optimizing specific aim of acquisition.Compared with prior art, the present invention realizes eFAST algorithms using Matlab, can accelerate model optimization progress.

Description

Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions
Technical field
The present invention relates to a kind of city surface source pollution control field, more particularly, to one kind based on SWMM and MATLAB data Interactive parametric sensitivity optimization method.
Background technology
In order to improve the parameter calibration efficiency of SWMM models, lot of domestic and foreign scientific research and engineering staff propose that various methods are entered Row SWMM analysis of model parameters sensitivity, including:Pair of object function is used as using height of run-off, crest discharge and discharge curve Production in SWMM models is confluxed and pipe network is migrated, and module carries out the Local sensitivity analysis method of Parameter Sensitivity Analysis;With footpath Fluid is accumulated, as object function the time required to peak flow and peak value, using Local sensitivity analysis method to impervious surface Product ratio, peak width, ground low-lying area store depth (permeable and waterproof region), pipeline Manning coefficient and permeable and impervious zone Manning roughness carry out sensitivity analysis;Method based on the Monte-Carlo method of samplings and sensitivity analysis (RSA) Determine the sensitivity of SWMM model parameters;Using Morris methods production flow module respectively to SWMM models and hydrology hydraulics ginseng Number sensitivity is analyzed, and the sensitivity of the parameter of influence height of run-off and peak flow is considered respectively;With height of run-off, flood Peak flow and flood peak time are as the Stepwise Regression Method based on the Monte Carlo method of samplings of output parameter to model Hydrology Hydrodynamic Parameters carry out sensitivity analysis.
But these above-mentioned methods do not consider that influence of the coupling to analog result between parameter adds model parameter Selected and input parameter sample number etc. limitation, reduce the representativeness of sensitivity analysis result.Therefore we select more Suitable method --- eFAST carries out more comprehensive system to the model sensitivity of the input parameter of SWMM models and scientifically divided Analysis.This method is a kind of parameter quantitative Sensitivity Analysis Method based on variance analysis, is combined by Sailtelli etc. A kind of Global sensitivity analysis method that the advantage of Sobol methods and Fourier modulus sensitivity test method is proposed, with sane, meter Calculate the advantages of efficient and required sample number is relatively low.But, although eFAST methods are less compared to sample needed for other method, root 65*K are found when it carries out parameter sample size required during sensitivity analysis at least according to the study, and K is input parameter number, but SWMM is allowed for as the complex model of multi-parameter, its calculating is not still can be by artificial light tractable.Need to seek A kind of alternative is looked for improve efficiency, the reduction analytical error of sensitivity analysis.
The content of the invention
It is an object of the present invention to overcome the above-mentioned drawbacks of the prior art and provide one kind based on SWMM with The parametric sensitivity optimization method of MATLAB data interactions.
The purpose of the present invention can be achieved through the following technical solutions:
A kind of parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions, including step:
S1:EFAST analysis methods are simulated by Matlab, input sample of data is passed to the inp forms needed for SWMM File;
S2:Called using SWMM computation engine and extract the information in inp formatted files and carry out computing, and by computing knot Fruit is respectively stored in rpt formatted files and out formatted files;
S3:Called by Matlab and extract corresponding output information and the corresponding output number of generation in rpt formatted files According to sample;
S4:Input sample of data and output data sample are calculated into phase respectively by eFAST sensitivity analysis algorithms respectively Answer the one order factor of parameter;
S5:The big parameter of the one order factor is optimized according to the one order factor optimizing specific aim of acquisition corresponding Condition.
The step S1 specifically includes step:
S11:Run Matlab, the input sample of data of the parameter according to needed for eFAST analysis methods;
S12:The input sample of data of generation is passed to the inp formatted files needed for SWMM.
The step S4 is specifically included:
S41:Build multidimensional function model Y=f (X), wherein X (x1,x2,…,xn) it is input parameter;
S42:Function G is searched in settingi, and use search function by multidimensional function model conversion for one-dimensional functions model Y=f (s):
Gi=(sin ωiS), i=1,2 ..., n
Wherein:I is parameter xiParameter sequence number, ωiFor parameter xiInteger frequency, s is real number;
S43:Fourier transformation is carried out to one-dimensional functions model:
Wherein:P is Fourier's factor, p ∈ Z, Ap,BpFor Fourier's amplitude, and:
S44:Calculate the variance as caused by each parameter and model population variance:
Wherein:ViFor parameter xiCaused variance, V is model population variance, ΛjFor the frequency spectrum of Fourier space, j ∈ Z;
S45:According to acquisition variance as caused by each parameter and model population variance, the one order of each parameter is obtained The factor:
Wherein:SiFor parameter xiThe one order factor.
Fourier space is specially:
Wherein:ΛpFor the frequency spectrum of Fourier space.
The input parameter at least includes peak width, regional slope, region Impervious surface coverage, the water storage depth in water penetration region Degree, the water storage depth in waterproof region, waterproof bent Manning coefficient, permeable area's Manning coefficient and impervious zone Wu Wa store ground skill Ratio.
Compared with prior art, the present invention has advantages below:
1) eFAST methods are a kind of parameter quantitative Sensitivity Analysis Methods based on variance analysis, are by Sailtelli etc. Combine a kind of Global sensitivity analysis method of the advantage proposition of Sobol methods and Fourier modulus sensitivity test method, the party Method is sane, it is relatively low to calculate efficient and required sample number.
2) eFAST Sensitivity Analysis Methods belong to Global sensitivity analysis method, sensitive different from currently conventional part Analysis method and Morris methods are spent, this method considers the complexity of SWMM models and the coupling of different parameters to defeated Go out the influence of result, that is, consider sensitivity of the interaction between parameter for model output result.
3) using data processing function powerful Matlab, a large amount of calculating that eFAST algorithms are related to are realized, it is quick, accurate The clear and definite SWMM model parameters sensitivity situation in ground, is searched out on modeling influence some parameters the most significant, so as to model Efficiency is improved during calibration, increases the modeling degree of accuracy.
Brief description of the drawings
Fig. 1 is main method schematic flow sheet of the invention.
Embodiment
The present invention is described in detail with specific embodiment below in conjunction with the accompanying drawings.The present embodiment is with technical solution of the present invention Premised on implemented, give detailed embodiment and specific operating process, but protection scope of the present invention is not limited to Following embodiments.
It can improve and SWMM model parameters are carried out present invention aims at offer one kind with eFAST Sensitivity Analysis Methods The operating efficiency of sensitivity sequence, the method for error during reduction processing mass data.Method has efficiently, accurately, time saving province The advantage of power.
By mathematical analysis software Matlab programming softwares, programming realization Matlab solve eFAST algorithms computational problem with And the data interaction between Matlab and SWMM softwares, the rapid sensitive degree analysis of SWMM model parameters is completed, is finally relied on The result arrived carries out the rapid Optimum of model, targetedly controls particular variables to reach optimization aim.
A kind of parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions, including step:
S1:EFAST analysis methods are simulated by Matlab, input sample of data is passed to the inp forms needed for SWMM File, specifically includes step:
S11:Run Matlab, the input sample of data of the parameter according to needed for eFAST analysis methods;
S12:The input sample of data of generation is passed to the inp formatted files needed for SWMM.
S2:Called using SWMM computation engine and extract the information in inp formatted files and carry out computing, and by computing knot Fruit is respectively stored in rpt formatted files and out formatted files;
S3:Called by Matlab and extract corresponding output information and the corresponding output number of generation in rpt formatted files According to sample;
S4:Input sample of data and output data sample are calculated into phase respectively by eFAST sensitivity analysis algorithms respectively The one order factor of parameter is answered, step is specifically included:
S41:Build multidimensional function model Y=f (X), wherein X (x1,x2,…,xn) it is input parameter, input parameter is at least Including peak width, regional slope, region Impervious surface coverage, the water storage depth in water penetration region, the water storage depth in waterproof region, Waterproof bent Manning coefficient, permeable area's Manning coefficient and impervious zone Wu Wa store ground skill ratio, and each parameter has specific change Scope and distribution form, it is generally parameter space R to constitute onen
S42:Function G is searched in settingi, and use search function by multidimensional function model conversion for one-dimensional functions model Y=f (s):
Gi=(sin ωiS), i=1,2 ..., n
Wherein:I is parameter xiParameter sequence number, ωiFor parameter xiInteger frequency, s is real number;
S43:Fourier transformation is carried out to one-dimensional functions model:
Wherein:P is Fourier's factor, p ∈ Z, Ap,BpFor Fourier's amplitude, and:
S44:Calculate the variance as caused by each parameter and model population variance:
Wherein:ViFor parameter xiCaused variance, V is model population variance, ΛjFor the frequency spectrum of Fourier space, j ∈ Z;
The spectrum curve of Fourier space is specially:
Wherein:ΛpFor Fourier space.
According to the characteristic of Fourier transformation, Ap=A-p, Bp=B-p, Λp-p, then by parameter xiInput change drawn The variance V of the model result riseniIt can be expressed as:
Wherein:Z0For Z deleted neighbourhood.Then the population variance V computational methods of model are as follows:
S is equidistantly sampled between interval [- π ,+π], sampling value is converted into each parameter by searching function Value, after model is run multiple times, A can be obtained respectively input modelp,BpApproximation:
Wherein:
NsFor sampling number.By ApAnd Bp, and parameter xiCorresponding frequencies omegaiPass through variance and mould caused by each parameter The calculating formula of type population variance can obtain the variance V of the model output caused by parametersiAnd the population variance of model output V.Because the population variance that model is exported is obtained jointly by parameters and interaction among parameters, population variance V can be decomposed into Following form:
V=∑siVi+∑i≠jVij+∑i≠j≠mVijm+…+V1,2,…,n
Wherein:VijFor parameter xiBy with parameter xjInteraction contribution variance, VijmFor parameter xiWith xjAnd xm's The total variance with contribution of coupling, V11...kFor xiWith x1, x2..., xkThe variance of collective effect contribution.It therefore, it can obtain respectively Parameter xiSingle order sensitive factor SiFor:
Wherein:VijFor parameter xiBy with parameter xiInteraction contribution variance, VijmFor parameter xiWith xjAnd xm's The total variance with contribution of coupling, V1,2,…,nFor xiWith except xiThe variance that all parameter collective effects are contributed in addition.It therefore, it can point Huo get not parameter xiSingle order sensitive factor.
S45:According to acquisition variance as caused by each parameter and model population variance, the one order of each parameter is obtained The factor:
Wherein:SiFor parameter xiThe one order factor.
The one order factor reflects the individual contributions rate that parameter exports population variance for model.Similarly, it can obtain The second order of parameter and each rank sensitivity factor, are calculated as follows:
The total sensitivity factor of parameter is each rank sensitivity factor sum of parameter, and calculation is as follows:
STi=Si+Sij+Sijm+…+S1,2,…,n
The total sensitivity factor of parameter represents parameter with other all phase interactions having between interactive parameter With the contribution sum for exporting population variance.
S5:The big parameter of the one order factor is optimized according to the one order factor optimizing specific aim of acquisition corresponding Condition, improves model optimization efficiency, so as to accelerate model optimization speed.
The main difficult technical of application scheme has two:One is the Matlab problems of implementation of eFAST algorithms, and two be Matlab The realization of data interaction between SWMM softwares.
Achievement according to previous studies, on the basis of eFAST algorithms, by being modified to its some algorithm or again It is written as being adapted to Matlab algorithm;In Matlab and SWMM hybrid programming, SWMM dynamic number is called by Matlab Calling for SWMM is realized according to linked database file, needs to provide the document format data needed for operation when SWMM is called.
Urban Storm Flood simulation softward SWMM has its independent input file form * .inp, wherein containing model running institute The parameters value and the spatial data of modeling needed, produces the output file * of other two kinds of forms automatically during model running .inp with * .out, SWMM analysis report file and operation result file is represented respectively.By realizing eFAST in Matlab The calculating of sensitivity, parameter needed for input SWMM models, Matlab generates the input for transmitting SWMM according to the data sample of input File * .inp, model calculation generation * .rpt and * .out destination file, the output called, extracted in * .rpt by Matlab Information simultaneously generate be available for its handle the output data sample corresponding with input sample of data, then by input sample with it is corresponding Export the sensitivity factor that sample calculates relevant parameter by matlab eFAST sensitivity analysis algorithms.
SWMM has contain all SWMM model runnings in oneself independent input file form * .inp, file needed for The value of parameters and the spatial data of modeling, when SWMM is called, while needing to provide the input of other two kinds of forms File * .rpt and * .out, both are SWMM analysis report file and SWMM operation result file, both of these documents respectively Content can be automatically generated in SWMM operation, and * .inp files are then needed before SWMM computings in strict accordance with SWMM institutes Parameter and elevation information is needed to generate.Therefore, first by running Matlab, the specific data according to needed for eFAST analysis methods Sample generation side X (according to specific search curve, Searching Curve), then the data sample X of generation is delivered separately to SWMM input file * .inp, every time transmission all replaces legacy data sample with one group of new data sample respectively.Afterwards, SWMM Computation engine SWMM Engine information in extraction input file will be called to carry out computing, and operation result is stored respectively In * .rpt and * .out files, then called by Matlab and extract in * .rpt files corresponding output information and generate Corresponding output data sample Y, it is finally, respectively that input sample X and output sample Y is specific by eFAST sensitivity analysis Algorithm calculates the single order and the total sensitivity factor of relevant parameter respectively.Said process will according to default number of parameters k and Search curve sampling number Ns determine, once complete sensitivity analysis will need carry out k*Ns SWMM and Matlab between Data interaction, and Matlab is completed with the data interaction between SWMM * .inp files by regular expression
An experiment case study explanation everywhere below:
Based on CHJ drainage systems, it is considered to (different rainfall intensities, different rainfall durations), SWMM moulds under different condition of raining The different input parameters of type are to system output (height of run-off, crest discharge reach time and the system total displacement of flood peak). Case is considered under Infiltration Model Horton, Green-Ampt and CN curve method respectively, under different condition of raining, model Under the analysis knot Horton Infiltration Models of parametric sensitivity, impervious surface ratio is influence height of run-off, peak flow, accumulative row The primary factor of influence of water;Under Green-Ampt Infiltration Models, impervious surface percentage is to influence the primary shadow of height of run-off It is influence peak flow to ring the factor, impervious surface Manning coefficient.Larger ginseng is influenceed on model result for our clear and definite parameters Several classes of types, the time required to reducing the work of model calibration, improve the degree of accuracy of analog result.

Claims (5)

1. a kind of parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions, it is characterised in that including step:
S1:EFAST analysis methods are simulated by Matlab, input sample of data is passed to the inp formatted files needed for SWMM;
S2:Called using SWMM computation engine and extract the information in inp formatted files and carry out computing, and operation result is divided It is not stored in rpt formatted files and out formatted files;
S3:Called by Matlab and extract in rpt formatted files corresponding output information and generate corresponding output data sample This;
S4:Input sample of data and output data sample are calculated into corresponding ginseng respectively by eFAST sensitivity analysis algorithms respectively Several one order factors;
S5:The big corresponding bar of parameter of the one order factor is optimized according to the one order factor optimizing specific aim of acquisition Part.
2. a kind of parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions according to claim 1, its It is characterised by, the step S1 specifically includes step:
S11:Run Matlab, the input sample of data of the parameter according to needed for eFAST analysis methods;
S12:The input sample of data of generation is passed to the inp formatted files needed for SWMM.
3. a kind of parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions according to claim 1, its It is characterised by, the step S4 is specifically included:
S41:Build multidimensional function model Y=f (X), wherein X (x1,x2,…,xn) it is input parameter;
S42:Function G is searched in settingi, and use search function by multidimensional function model conversion for one-dimensional functions model Y=f (s):
Gi=(sin ωiS), i=1,2 ..., n
Wherein:I is parameter xiParameter sequence number, ωiFor parameter xiInteger frequency, s is real number;
S43:Fourier transformation is carried out to one-dimensional functions model:
Wherein:P is Fourier's factor, p ∈ Z, Ap,BpFor Fourier's amplitude, and:
S44:Calculate the variance as caused by each parameter and model population variance:
Wherein:ViFor parameter xiCaused variance, V is model population variance, ΛjFor the frequency spectrum of Fourier space, j ∈ Z;
S45:According to acquisition variance as caused by each parameter and model population variance, obtain the one order of each parameter because Son:
Wherein:SiFor parameter xiThe one order factor.
4. a kind of Parameter Sensitivity Analysis method based on SWMM Yu MATLAB data interactions according to claim 3, its It is characterised by, Fourier space is specially:
Wherein:ΛpFor the frequency spectrum of Fourier space.
5. a kind of parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions according to claim 3, its It is characterised by, the input parameter at least includes peak width, regional slope, region Impervious surface coverage, the water storage in water penetration region Depth, the water storage depth in waterproof region, waterproof bent Manning coefficient, permeable area's Manning coefficient and impervious zone Wu Wa store ground Skill ratio.
CN201710107361.XA 2017-02-27 2017-02-27 Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions Pending CN107038278A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710107361.XA CN107038278A (en) 2017-02-27 2017-02-27 Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710107361.XA CN107038278A (en) 2017-02-27 2017-02-27 Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions

Publications (1)

Publication Number Publication Date
CN107038278A true CN107038278A (en) 2017-08-11

Family

ID=59533621

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710107361.XA Pending CN107038278A (en) 2017-02-27 2017-02-27 Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions

Country Status (1)

Country Link
CN (1) CN107038278A (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107742170A (en) * 2017-10-25 2018-02-27 天津大学 A kind of storm sewer system the Hydraulic Design parameter optimization method
CN108319788A (en) * 2018-02-06 2018-07-24 重庆大学 A method of the identification in line pollution sources of Storm Sewer Network sewage
CN108897964A (en) * 2018-07-09 2018-11-27 重庆大学 A kind of Bayesian statistics source tracing method of sewage network discharge beyond standards industrial wastewater
CN112084608A (en) * 2020-07-24 2020-12-15 北京工业大学 Method for identifying risk pipelines and nodes by adopting parameter uncertainty analysis model
CN112597670A (en) * 2021-03-05 2021-04-02 武汉理工大学 Data input method and device of rainstorm flood management model software
CN113190944A (en) * 2021-04-30 2021-07-30 西安理工大学 Urban rainwater drainage system automatic optimization method based on SWMM and MATLAB
CN113468834A (en) * 2021-06-17 2021-10-01 深圳市一博科技股份有限公司 Method for simplifying generation of rpt file

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105389469A (en) * 2015-11-09 2016-03-09 中山大学 Automatic calibration method of storm water management model parameters
CN106056247A (en) * 2016-06-02 2016-10-26 广东工业大学 Method for selecting optimal traffic path in urban waterlogging situation

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105389469A (en) * 2015-11-09 2016-03-09 中山大学 Automatic calibration method of storm water management model parameters
CN106056247A (en) * 2016-06-02 2016-10-26 广东工业大学 Method for selecting optimal traffic path in urban waterlogging situation

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
何维 等: "模型参数全局敏感性分析的EFAST方法", 《遥感技术与应用》 *
张一龙 等: "城市地表产流计算方法和径流模型研究进展", 《四川环境》 *
熊剑智: "城市雨洪模型参数敏感性分析与率定", 《中国优秀硕士学位论文全文数据库 工程科技Ⅱ辑》 *

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107742170A (en) * 2017-10-25 2018-02-27 天津大学 A kind of storm sewer system the Hydraulic Design parameter optimization method
CN108319788A (en) * 2018-02-06 2018-07-24 重庆大学 A method of the identification in line pollution sources of Storm Sewer Network sewage
CN108319788B (en) * 2018-02-06 2021-12-24 重庆大学 Method for identifying direct sewage discharge pollution source of rainwater pipe network
CN108897964A (en) * 2018-07-09 2018-11-27 重庆大学 A kind of Bayesian statistics source tracing method of sewage network discharge beyond standards industrial wastewater
CN112084608A (en) * 2020-07-24 2020-12-15 北京工业大学 Method for identifying risk pipelines and nodes by adopting parameter uncertainty analysis model
CN112084608B (en) * 2020-07-24 2023-12-19 北京工业大学 Method for identifying risk pipelines and nodes by adopting parameter uncertainty analysis model
CN112597670A (en) * 2021-03-05 2021-04-02 武汉理工大学 Data input method and device of rainstorm flood management model software
CN113190944A (en) * 2021-04-30 2021-07-30 西安理工大学 Urban rainwater drainage system automatic optimization method based on SWMM and MATLAB
CN113468834A (en) * 2021-06-17 2021-10-01 深圳市一博科技股份有限公司 Method for simplifying generation of rpt file
CN113468834B (en) * 2021-06-17 2024-01-05 深圳市一博科技股份有限公司 Method for simplifying rpt file generation

Similar Documents

Publication Publication Date Title
CN107038278A (en) Parametric sensitivity optimization method based on SWMM Yu MATLAB data interactions
Malekzadeh et al. A novel approach for prediction of monthly ground water level using a hybrid wavelet and non-tuned self-adaptive machine learning model
Hewlett et al. In defense of experimental watersheds
Demirci et al. Prediction of suspended sediment in river using fuzzy logic and multilinear regression approaches
Momm et al. AGNPS GIS-based tool for watershed-scale identification and mapping of cropland potential ephemeral gullies
CN105912770A (en) Real-time hydrologic forecasting system
CN103473463B (en) A kind of method quantitatively determining background concentration of nitrogen and phosphorus of water body of lake basins
CN107463730A (en) A kind of streamflow change attribution recognition methods for considering Spatio-temporal Evolution of Land Use
Leake et al. A new capture fraction method to map how pumpage affects surface water flow
Wu et al. Reuse of return flows and its scale effect in irrigation systems based on modified SWAT model
CN108733952B (en) Three-dimensional characterization method for spatial variability of soil water content based on sequential simulation
CN113673765A (en) Small watershed flood forecasting and early warning method and terminal
Li et al. Development in improved surface irrigation in China
Fang et al. Application of long short-term memory (LSTM) on the prediction of rainfall-runoff in karst area
CN105893590B (en) One kind being used for digital Terrain Analysis modeling knowledge case automatic processing method
CN116401327A (en) Storm flood calculation auxiliary system for small and medium-sized watershed design in non-data area
CN113312736B (en) River network hydrodynamic simulation implementation method and system based on cloud platform
CN110111538B (en) Dynamic monitoring, early warning and analyzing system for mountain torrent disasters
Rifai et al. Data mining applied for earthworks optimisation of a toll road construction project
CN114492233A (en) Basin water simulation method based on webGIS platform and considering comprehensive utilization requirements
Changjun et al. A point clouds filtering algorithm based on grid partition and moving least squares
CN114462254A (en) Distributed hydrological model parallel computing method based on flow direction
CN114841402A (en) Underground water level height prediction method and system based on multi-feature map network
Flipo et al. Regional coupled surface–subsurface hydrological model fitting based on a spatially distributed minimalist reduction of frequency domain discharge data
Guo et al. Application of GIS and remote sensing techniques for water resources management

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
RJ01 Rejection of invention patent application after publication

Application publication date: 20170811

RJ01 Rejection of invention patent application after publication