CN107767048A - A kind of water resource stratification collocation method and allocation models - Google Patents
A kind of water resource stratification collocation method and allocation models Download PDFInfo
- Publication number
- CN107767048A CN107767048A CN201710985963.5A CN201710985963A CN107767048A CN 107767048 A CN107767048 A CN 107767048A CN 201710985963 A CN201710985963 A CN 201710985963A CN 107767048 A CN107767048 A CN 107767048A
- Authority
- CN
- China
- Prior art keywords
- water
- resource
- level
- demand
- stratification
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 514
- 238000013517 stratification Methods 0.000 title claims abstract description 65
- 238000000034 method Methods 0.000 title claims abstract description 39
- 230000008569 process Effects 0.000 claims abstract description 11
- 238000011161 development Methods 0.000 claims description 39
- 238000011156 evaluation Methods 0.000 claims description 33
- 230000004044 response Effects 0.000 claims description 19
- 230000033228 biological regulation Effects 0.000 claims description 13
- 238000004088 simulation Methods 0.000 claims description 13
- 230000007613 environmental effect Effects 0.000 claims description 9
- 238000004458 analytical method Methods 0.000 claims description 8
- 239000008235 industrial water Substances 0.000 claims description 8
- 238000003860 storage Methods 0.000 claims description 7
- 238000012546 transfer Methods 0.000 claims description 7
- 238000004519 manufacturing process Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 3
- 244000144977 poultry Species 0.000 claims description 3
- 230000004043 responsiveness Effects 0.000 claims description 3
- 239000008400 supply water Substances 0.000 claims description 3
- 235000013311 vegetables Nutrition 0.000 claims description 3
- 238000003973 irrigation Methods 0.000 claims description 2
- 230000002262 irrigation Effects 0.000 claims description 2
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims 1
- 230000008901 benefit Effects 0.000 description 6
- 230000008859 change Effects 0.000 description 6
- 238000007726 management method Methods 0.000 description 5
- 238000009826 distribution Methods 0.000 description 3
- 238000001556 precipitation Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000011160 research Methods 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 230000002123 temporal effect Effects 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 238000009395 breeding Methods 0.000 description 1
- 230000001488 breeding effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 238000000227 grinding Methods 0.000 description 1
- 239000003621 irrigation water Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000013507 mapping Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- 239000002699 waste material Substances 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
- G06Q10/06—Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
- G06Q10/063—Operations research, analysis or management
- G06Q10/0631—Resource planning, allocation, distributing or scheduling for enterprises or organisations
-
- 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
- G06Q10/0631—Resource planning, allocation, distributing or scheduling for enterprises or organisations
- G06Q10/06312—Adjustment or analysis of established resource schedule, e.g. resource or task levelling, or dynamic rescheduling
-
- 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
- G06Q10/0631—Resource planning, allocation, distributing or scheduling for enterprises or organisations
- G06Q10/06315—Needs-based resource requirements planning or analysis
-
- 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
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A20/00—Water conservation; Efficient water supply; Efficient water use
- Y02A20/152—Water filtration
Landscapes
- Business, Economics & Management (AREA)
- Human Resources & Organizations (AREA)
- Engineering & Computer Science (AREA)
- Economics (AREA)
- Strategic Management (AREA)
- Entrepreneurship & Innovation (AREA)
- Theoretical Computer Science (AREA)
- Physics & Mathematics (AREA)
- Marketing (AREA)
- General Physics & Mathematics (AREA)
- General Business, Economics & Management (AREA)
- Tourism & Hospitality (AREA)
- Game Theory and Decision Science (AREA)
- Development Economics (AREA)
- Operations Research (AREA)
- Quality & Reliability (AREA)
- Educational Administration (AREA)
- Health & Medical Sciences (AREA)
- Water Supply & Treatment (AREA)
- Primary Health Care (AREA)
- Public Health (AREA)
- General Health & Medical Sciences (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The present invention provides a kind of water resource stratification collocation method and allocation models, the collocation method and comprised the following steps：Step S1, water main body will be needed to be divided into some levels；Step S2, need water main body for each, water feature needed according to it, by it is each need water main body need water calculate be divided into some levels；Step S3, water is needed for the different levels for each needing water main body, resource of water supply is divided into some levels；Step S4, by the resource of water supply it is specific with when be divided into some levels；Step S5, water is needed for the different levels for each needing water main body, configuration process is divided into some levels, successively configured with the level of time according to the level of resource of water supply and the specific of each resource of water supply.Water resource stratification collocation method according to embodiments of the present invention, it can realize that water demand forecast is reasonable, resource bearing is reasonable, water supply planning is reasonable, space configuration is reasonable, time configuration is reasonable and quality standard is reasonable, and then water-use efficiency, saving water resource can be improved.
Description
Technical field
The present invention relates to water resources management field, more particularly to a kind of water resource stratification collocation method and water resource level
Change allocation models.
Background technology
Water resource wretched insufficiency, water resource spatial and temporal distributions mismatch with productivity distribution pole per capita in China, therefore many
The socio-economic development in area is limited by the supply capacity of water resource.After founding of New, water head site turns change water resource into
Spatial and temporal distributions are uneven, ensure the important means of economic society stable development；In the course of time, the configuration mould of " supply-decided model " is formd
Formula, a series of problem is also brought, as water resource waste is serious and efficiency is low, water shortage problem is also following.Water resource
Gradually from as socio-economic development is restricted an important factor for.After the problem of recognizing " supply-decided model " configuration mode, to need water
" demand-decided model " configuration mode based on management is gradually valued by the people in recent years.Domestic and foreign scholars carried out numerous studies with
Inquire into, but several key problems not yet solve, i.e., water should be needed to be managed which type ofBy water-demand management to what journey
Degree just calculates " reasonable "" reasonable " of socio-economic development needs how water is safeguarded
Water Resources Allocation is to realizing the effective fair allocat of water resource between different zones or water user, so as to reach water money
The important measures of source sustainable use.With the development in epoch, Water Resources Allocation is from single water resources development to multi-water resources, from alone
Multi-user is developed at family, develops into multiple-project from either simplex journey, is developed at many levels from single level, and complicated, it is difficult to optimizes.
Although China's Water Resources Allocation achieves prominent progress, in terms of the breadth and depth of Water Resources Allocation theoretical research
It need further to strengthen, Water Resources Allocation system is not still comprehensive, and collocation method needs further to be reformed, and in configuration mechanism lacks
The aftereffect evaluation of system.Domestic and international Water Resources Allocation research practice experience have shown that, to adapt to water resources development, using with management
Development and change, it is important to break with the conventional idea, break through original thoughtcast, Water Resources Allocation is investigated with more wide outlook
Problem.
The content of the invention
In view of this, the present invention provides a kind of water resource stratification collocation method and water resource stratification allocation models, energy
Can enough realize water demand forecast is reasonable, resource bearing is reasonable, water supply planning is reasonable, space configuration is reasonable, the time configuration rationally with
And quality standard is reasonable, and then water-use efficiency, saving water resource can be improved.
In order to solve the above technical problems, on the one hand, the present invention provides a kind of water resource stratification collocation method, including following
Step：
Step S1, water main body will be needed to be divided into some levels；
Step S2, need water main body for each, water feature needed according to it, if by it is each need water main body need water calculate be divided into
Dried layer time；
Step S3, water is needed for the different levels for each needing water main body, resource of water supply is divided into some levels；
Step S4, by the resource of water supply it is specific with when be divided into some levels；
Step S5, water is needed for the different levels for each needing water main body, configuration process is divided into some levels, according to described
The level of resource of water supply and the specific of each resource of water supply are successively configured with the level of time.
Further, the level for needing water main body includes：
First level, water main body is needed to include water demand outside river and water demand inside river described in first level；
Second level, water demand outside river described in second level, which includes three kinds of life, production and ecology, needs water, described
Water demand inside river, which includes ecological environment function, needs water；
Third level, life described in the third level, which needs water to include town dweller's life, needs water and urban residents to live
Need water, the production, which needs water to include agricultural, needs that water, industrial water demand, construction industry need water and the tertiary industry needs water, and the river course is external
State need water to include town ecological environment needs water and Ecological Environment needs water, ecological environment function needs water to include river in the river course
Road basic function needs water, estuary ecological environment to need water, logical river lake and marshland to need water；
4th level, agricultural described in the 4th level, which needs water to include field irrigation, needs water and Lin Mu fishing poultry to need water, institute
State industrial water demand needs water, high water usage industrial water demand and fire and/or Nuclear Power Industry to need water including general industry；
Layer 5, the middle farmland crop structure of the layer 5 time, which includes paddy field, irrigated land and field of vegetables, needs water.
Further, in the step S2, for need water main body it is different need water feature, will need moisture for rigid demand,
Three levels of elastic demand and luxurious demand.
Further, in the step S3, the resource of water supply includes rainwash, reservoir water, draws water transfer, underground water.
Further, in the case where the resource of water supply meets predetermined condition, using local surface runoff as the bottom,
Reservoir water, draw water transfer as intermediate layer, underground water is as upper strata, in the step 5, according to supreme from lowermost layer to intermediate layer
The order of layer, is successively configured.
Further,, will using phreatic water as the bottom in the case where the resource of water supply exceeds predetermined condition
Deep phreatic water is as intermediate layer, using local surface footpath runoff as upper strata.
Further, in the step S4, for reservoir, rivers and canals, underground water, it is divided into the Operational Zone of different levels, it is described
Operational Zone includes flood storage areas, agriculture contributing region, indusqtrial water supply area, living water area and Emergency water supply area from top to bottom, in institute
State in step 5, configured according to composition from top to bottom.
Further, the water of the flood storage areas, which only drains off floodwaters, is not supplied water, and the agriculture contributing region is represented only when water level is higher than
Agriculture water supply is carried out during the lower limit of the Operational Zone, agriculture water supply, the industry are then no longer carried out when water level is less than the Operational Zone
Contributing region represents only to carry out indusqtrial water supply when water level is higher than the lower limit of the Operational Zone, when water level is less than the Operational Zone then no longer
Indusqtrial water supply is carried out, the living water area represents only to carry out living water when water level is higher than the lower limit of the Operational Zone, when
Water level then no longer carries out living water when being less than the Operational Zone, the Emergency water supply area represents that water level has reached special low flow year mark
Standard, the Emergency water supply area are used to carry out Emergency water supply.
Further, when the resource of water supply meets predetermined condition, all rigid demands for needing water main body all configure；
The elastic demand of water main body is needed described in dynamic regulation and meets the elastic demand for needing water main body after regulation and control；For water-use efficiency compared with
Low needs water main body, compresses the luxurious demand.
Second aspect, the present invention provide a kind of water resource stratification allocation models, including：Evaluate layer, the evaluation layer bag
Include water resource stratification dynamic evaluation, socio-economic development evaluation and Ecology Environment Evaluation；
Prediction interval, the prediction interval are carried out on the basis of the evaluation layer, and the prediction interval, which includes level, needs water
Prediction and level Water supply forecast, its middle-level water demand forecast, which includes economic society level water demand forecast and ecological environment level, needs water
Prediction；
Regulate and control layer, according to water resources development and utilization situation, Regional Macro economic System state of development and ecological environmental protection target,
Carry out Regional Macro economic System regulation and control and the analysis of supply-demand balance；
Simulation layer, the simulation layer carries out water resource stratification configuration and water circulation faults process, water resource stratification are matched somebody with somebody
Put is according to above-mentioned water resource stratification collocation method progress；
Response layer, on the basis of the modeling scheme that the simulation layer provides, carry out economic response, social responsiveness, ecology sound
Answer, water environmental response and water resource carrying capacity response are evaluated, and the evaluation result fed back into the simulation layer to correct
Water resource stratification configuration is until meet pre-provisioning request；
Resultant layer, when the evaluation Jing Guo the response layer determines that the water resource stratification is configured to reasonable, described
Resultant layer is configured according to the water resource stratification, obtains configuration result.
The above-mentioned technical proposal of the present invention one of at least has the advantages that：
Water resource stratification collocation method according to embodiments of the present invention, by the way that water main body will be needed to be divided into some levels, pin
Need water main body to each, water feature needed according to it, by it is each need water main body need water calculate be divided into some levels, for each need
The different levels of water main body need water, and resource of water supply is divided into some levels, by resource of water supply it is specific with when be divided into it is some
Level, and for each needing the different levels of water main body to need water, configuration process is divided into some levels, according to the layer of resource of water supply
The specific of secondary and each resource of water supply is successively configured with the level of time.So, by matching somebody with somebody to water resource stratification
Put, can realize water demand forecast is reasonable, resource bearing is reasonable, water supply planning is reasonable, space configuration is reasonable, the time configuration rationally with
And quality standard is reasonable, and then water-use efficiency, saving water resource can be improved.
Brief description of the drawings
Fig. 1 is the flow chart of the water resource stratification collocation method of the embodiment of the present invention；
Fig. 2 is the flow chart of the water resource stratification allocation models of the embodiment of the present invention.
Reference：
Water resource stratification collocation method 100；Water resource stratification allocation models 200.
Embodiment
Below in conjunction with drawings and examples, the embodiment of the present invention is described in further detail.Following reality
Apply example to be used to illustrate the present invention, but be not limited to the scope of the present invention.
As shown in figure 1, the water resource stratification collocation method 100 of the embodiment of the present invention, comprises the following steps：
Step S1, water main body will be needed to be divided into some levels；
Step S2, need water main body for each, water feature needed according to it, if by it is each need water main body need water calculate be divided into
Dried layer time；
Step S3, water is needed for the different levels for each needing water main body, resource of water supply is divided into some levels；
Step S4, by the resource of water supply it is specific with when be divided into some levels；
Step S5, water is needed for the different levels for each needing water main body, configuration process is divided into some levels, according to described
The level of resource of water supply and the specific of each resource of water supply are successively configured with the level of time.
Thus, water resource stratification collocation method 100 according to embodiments of the present invention, water resource stratification configuration is in water
Resource natural circulatory and arranged for consumption under the Unified frame of artificial Doppler flow mapping, with including effective precipitation, surface water, the soil water,
Total factor water resource system including underground water and unconventional water is water source, relative to future economy social development and ecological environment
The water demand of (including ecological environment outside in river course and river course) stratification requirement of main body different levels, using engineering, non-work
The various measures such as journey, water resource stratification reasonable disposition is carried out in each side such as water, water quality, continuation, stability, realizes stream
Domain/regional economy Social Ecology is coordinated, Green Development.
Further, the level for needing water main body includes：First level, the second level, third level, the 4th level and
Layer 5.
Specifically, water main body is needed to include water demand outside river and water demand inside river, second level in first level
Described in water demand outside river include three kinds of life, production and ecology and need water, the water demand inside river includes ecological environment function need to
Water, life described in the third level, which needs water to include town dweller's life, needs water and urban residents' life to need water, the production
Needing water to include agricultural needs that water, industrial water demand, construction industry need water and the tertiary industry needs water, and water demand for natural service includes cities and towns outside the river course
Ecological environment water demand and Ecological Environment need water, and ecological environment function, which needs water to include river course basic function, in the river course needs
Water, estuary ecological environment need water, logical river lake and marshland to need water, and agricultural described in the 4th level needs water to be needed including field irrigation
Water and Lin Mu fishing poultry need water, and the industrial water demand, which includes general industry, needs water, high water usage industrial water demand and fire and/or Nuclear Power Industry
Water is needed, the middle farmland crop structure of the layer 5 time, which includes paddy field, irrigated land and field of vegetables, needs water.
According to one embodiment of present invention, in the step S2, for need water main body it is different need water feature, water will be needed
It is divided into three rigid demand, elastic demand and luxurious demand levels.
In other words, Maslow's Hierarchy of Needs can be used for reference, water dispenser reason is needed from need water main body, for needing water main body
Different needs water feature, will need moisture as three rigid demand, elastic demand and luxurious demand levels, and carry out different levels
Water is needed to calculate.
In certain specific embodiments of the invention, in the step S3, the resource of water supply includes rainwash, water
Storehouse water, draw water transfer, underground water.
Further, in the case where the resource of water supply meets predetermined condition, using local surface runoff as the bottom,
Reservoir water, draw water transfer as intermediate layer, underground water is as upper strata, in the step 5, according to supreme from lowermost layer to intermediate layer
The order of layer, is successively configured.
Specifically, for it is different need water main body different levels need water, resource of water supply is also carried out by different level, such as normality feelings
Under condition, local surface runoff reservoir water, draws water transfer as intermediate layer, underground water is as upper strata, to meet difference as the bottom
Level needs water.Under emergency rating, local surface runoff is limited and unstable, upper strata peak regulation can be used as to use, and shallow underground
Water can be used as the bottom, meet most to need water；If necessary by the use of deep phreatic water as emergent.
According to one embodiment of present invention, in the case where the resource of water supply exceeds predetermined condition, by shallow underground
Water is as the bottom, using deep phreatic water as intermediate layer, using local surface footpath runoff as upper strata.
Further, in the step S4, for reservoir, rivers and canals, underground water, it is divided into the Operational Zone of different levels, it is described
Operational Zone includes flood storage areas, agriculture contributing region, indusqtrial water supply area, living water area and Emergency water supply area from top to bottom, in institute
State in step 5, configured according to composition from top to bottom.
In certain specific embodiments of the invention, the water of the flood storage areas, which only drains off floodwaters, not to supply water, and the agricultural supplies water
Area represents only to carry out agriculture water supply when water level is higher than the lower limit of the Operational Zone, then no longer entered when water level is less than the Operational Zone
Row agricultural supplies water, and the indusqtrial water supply area represents only to carry out indusqtrial water supply when water level is higher than the lower limit of the Operational Zone, works as water
Position then no longer carries out indusqtrial water supply less than the Operational Zone, and the living water area is represented only when water level is higher than under the Operational Zone
Living water is carried out in limited time, living water is then no longer carried out when water level is less than the Operational Zone, and the Emergency water supply area represents water
Position has reached special low flow year standard, and the Emergency water supply area is used to carry out Emergency water supply.
Specifically, for resource of water supplys such as reservoir, rivers and canals, underground water, the Operational Zone (water reserve) of different levels can be divided into,
The water of different Operational Zones is configured under different time and different conditions.Such as multi-functional reservoir is transported according to different characteristic level of water
Row area is divided into flood storage areas' (only drain off floodwaters and do not supply water) from top to bottom, (agriculture water supply Zhi Ci areas are carried out, and water level is less than for agriculture contributing region
This area then no longer carries out agriculture water supply, industry and living water normal supply), (water level is less than this area then no longer in indusqtrial water supply area
Carry out indusqtrial water supply, living water normal supply), living water area (water level then no longer carries out living water less than this area), answer
Anxious contributing region (Emergency water supply in special low flow year, depending on water supply object root is according to actual conditions) etc..
According to one embodiment of present invention, it is all to need the firm of water main body when the resource of water supply meets predetermined condition
Property demand all configure, the elastic demand of water main body is needed described in dynamic regulation and meets the elastic need for needing water main body after regulation and control
Ask, for water-use efficiency it is relatively low need water main body, compress the luxurious demand.
Specifically, Water Resources Allocation procedure level refers to for needing the different levels of water main body to need water successively to be matched somebody with somebody
Put.In principle, as long as water source is relatively sufficient, all rigidity for needing water main body need water (the first level) all to configure, to protect
Demonstrate,prove fair exploitation.Under the double influence of climate change and mankind's activity, dynamic regulation elastic demand, after meeting regulation and control as far as possible
Elasticity needs water (the second level), meets each duty water for needing water main body, horizontal according to the different socio-economic development in region,
For water-use efficiency it is relatively low need water main body, take some management and control measures, progressively compressing luxury needs water (third level), strives near
Phase subtract match somebody with somebody, mid-term is matched somebody with somebody less, long term is unworthy of luxury needs water.For water demand for natural service in river course, the is ensured preferential in Water Resources Allocation
On the basis of one level elasticity needs water, the abundant area of water resource, in ecologically fragile areas, special fish migration breeding area, important
The regional areas such as Wetland Protection, meeting the elasticity of the second level as far as possible needs water, and appropriately configured luxury needs water, and in water resource phase
To shortage area, the strict luxury for controlling third level needs water, not configures as far as possible.
As shown in Fig. 2 according to an embodiment of the invention, a kind of water resource stratification allocation models 200 is also provided, including：
Evaluate layer, prediction interval, regulation and control layer, simulation layer, response layer and resultant layer.
Specifically, the evaluation layer includes water resource stratification dynamic evaluation, socio-economic development evaluation and ecological environment
Evaluation, the prediction interval are carried out on the basis of the evaluation layer, and the prediction interval includes level water demand forecast and level
Water supply forecast, its middle-level water demand forecast include economic society level water demand forecast and ecological environment level water demand forecast, according to
Water resources development and utilization situation, Regional Macro economic System state of development and ecological environmental protection target, carry out Regional Macro economic System tune
Control and the analysis of supply-demand balance, the simulation layer carry out water resource stratification configuration and water circulation faults process, water resource stratification
Configuration is carried out according to above-mentioned water resource stratification collocation method 100, on the modeling scheme basis that the simulation layer provides
On, economic response, social responsiveness, Eco response, water environmental response and water resource carrying capacity response evaluation are carried out, and by institute
State evaluation result and feed back to the simulation layer to correct water resource stratification configuration until meeting pre-provisioning request, when by the sound
When answering the evaluation of layer to determine that the water resource stratification is configured to reasonable, matched somebody with somebody in the resultant layer according to the water resource stratification
Put and configured, obtain configuration result.
That is, evaluation layer is the basis of water resource stratification reasonable disposition, mainly include water resource stratification dynamic
Evaluation, socio-economic development evaluation and Ecology Environment Evaluation.Water resource stratification dynamic evaluation is using precipitation as the complete of resource assessment
Bore flux, the resource structures of precipitation are parsed in accordance with validity, controllability and recyclability principle, realize that broad sense water provides
The stratification in source, narrow sense water resource, footpath fluidity water resource and national economy amount usable is evaluated.Socio-economic development evaluation is pair
The socio-economic development situation of present situation is investigated and analysed, and is understood socio-economic development level, is analyzed socio-economic development trend
With future development strategy direction, basis is provided for economic society water demand forecast.Ecology Environment Evaluation is that have for existing with water
The ecological problem of pass, its Producing reason is dissected, and according to the ecological environmental protection target of future plan, propose corresponding protection
Measure, and on this basis, analyze following evolution of ecological environment trend.
Prediction interval is the foundation of water resource stratification reasonable disposition, and it is carried out on the basis of to present situation objective evaluation
, mainly include level water demand forecast and level Water supply forecast, its middle-level water demand forecast includes economic society and ecological environment
The water demand forecast of different subjects different levels.Economic society water demand forecast is according to existing water resources condition and economic society
The target of development, with reference to the application of various water saving arts and technology, regimen condition is needed to carry out in advance following forcasted years economic society
Survey analysis.Based on being carried out on the basis of forecast economic development, socio-economic development directly influences life for water demand for natural service prediction
The change of state ambient conditions, water demand for natural service is predicted according to the state of ecological environment of change, so as to carry out ecological environment water demand configuration.
Level Water supply forecast is then in engineering layout, water supply capacity, level operation conditions and the Exploitation degree to existing water facilities
On the basis of analysis, water resources development and utilization prospect and Potential Prediction are carried out.
Regulation and control layer provides the feasible zone of water resource stratification reasonable configuration scheme, according to water resources development and utilization situation,
Socio-economic development situation and ecological environmental protection target, under a variety of constraintss, carry out the water resource equilibrium of supply and demand point three times
Analysis, the economic and ecological development pattern that regional water resources efficiently utilize is proposed, i.e., economic society is supported under the conditions of limited water resources
Development and ecological environment are mutually coordinated, and the feasible zone scheme of Macroeconomic Development and water resource optimal allocation.
Simulation layer is water resource stratification reasonable disposition and water circulation faults process, and water resource stratification reasonable disposition is main
It is that the water supply and water demand status analysis under different allocation plans is simulated, core is that water demand successively configures.According to grinding
Study carefully area's water resources situation, socio-economic development situation, ecological environmental protection target, and to realize water that these targets are taken
Resources regulation criterion, water-use model is supplied with reference to different, scheme combination is carried out, obtains water resource initial configuration scheme；In macroscopic view
Under economic restriction master control, with reference to the supply and demand water prediction result of different levels, the analysis of supply-demand balance of water resource is carried out.Water circulation mould
It is discrete on time and space cell to plan Water Resources Allocation process, simulates different Water Resources Allocation scheme surface water, underground water
Convert quantitative relationship, obtain different industries, different land use type and different dispensing units for, displacement, so as to for
Economic society and being provided with water on quality and quantity for ecological environment configure foundation.
Response layer is the basis that Water Resources Allocation scheme reasonability is judged.On the basis of the offer scheme of allocation models 200,
Socio-economic development, economic benefit, ecological environment, water environment situation, water resource carrying capacity response evaluation are carried out, is matched somebody with somebody for water resource
The selection for putting scheme provides social benefit, economic benefit and ecological benefits foundation, corrects and determines the conjunction of Water Resources Allocation scheme
Rationality.
Resultant layer provide socio-economic development rationally and good ecological environment suggested design.Water Resources Allocation scheme is different, warp
Ji society and Impacts on ecology and environment are then different.Therefore, the various responses under different Water Resources Allocation schemes are analyzed one by one, and
On the basis of this, allocation plan and configuration process are constantly adjusted, selects the configuration that economic and social benefits are good and ecological environment is stable
Scheme as suggested design, obtain socio-economic development rationally and Ecological Stabilization Water Resources Allocation scheme.
Sum it up, according to the water resource stratification collocation method 100 and allocation models 200 of the present invention, by needing water master
Body stratification sets, needs water layered computation, resource of water supply stratification setting, water source stratification utilization and stratification configuration, most
Realize that water demand forecast is reasonable, resource bearing is reasonable, water supply planning is reasonable, space configuration is reasonable, time configuration is reasonable and matter eventually
Amount standard is reasonable.
Described above is the preferred embodiment of the present invention, it is noted that for those skilled in the art
For, on the premise of principle of the present invention is not departed from, some improvements and modifications can also be made, these improvements and modifications
It should be regarded as protection scope of the present invention.
Claims (10)
1. a kind of water resource stratification collocation method, it is characterised in that comprise the following steps：
Step S1, water main body will be needed to be divided into some levels；
Step S2, need water main body for each, water feature needed according to it, if by it is each need water main body need water calculate be divided into dried layer
It is secondary；
Step S3, water is needed for the different levels for each needing water main body, resource of water supply is divided into some levels；
Step S4, by the resource of water supply it is specific with when be divided into some levels；
Step S5, water is needed for the different levels for each needing water main body, configuration process is divided into some levels, according to the water supply
The level at water source and the specific of each resource of water supply are successively configured with the level of time.
2. water resource stratification collocation method according to claim 1, it is characterised in that the level bag for needing water main body
Include：
First level, it is described to need water main body to include water demand outside river and water demand inside river in first level；
Second level, water demand outside river described in second level, which includes three kinds of life, production and ecology, needs water, the river course
Domestic demand water, which includes ecological environment function, needs water；
Third level, life described in the third level, which needs water to include town dweller's life, needs water and urban residents' life to need
Water, the production, which needs water to include agricultural, needs that water, industrial water demand, construction industry need water and the tertiary industry needs water, and the river course is outer ecological
Needing water to include, town ecological environment needs water and Ecological Environment needs water, and ecological environment function needs water to include river course in the river course
Basic function needs water, estuary ecological environment to need water, logical river lake and marshland to need water；
4th level, agricultural described in the 4th level, which needs water to include field irrigation, needs water and Lin Mu fishing poultry to need water, the work
Industry, which needs water to include general industry, needs water, high water usage industrial water demand and fire and/or Nuclear Power Industry to need water；
Layer 5, the middle farmland crop structure of the layer 5 time, which includes paddy field, irrigated land and field of vegetables, needs water.
3. water resource stratification collocation method according to claim 2, it is characterised in that in the step S2, for needing
Water main body it is different need water feature, will need moisture for rigid demand, three levels of elastic demand and luxurious demand.
4. water resource stratification collocation method according to claim 3, it is characterised in that in the step S3, the confession
Water water source includes rainwash, reservoir water, draws water transfer, underground water.
5. water resource stratification collocation method according to claim 4, it is characterised in that
In the case where the resource of water supply meets predetermined condition, using local surface runoff as the bottom, reservoir water, draw water transfer
As intermediate layer, underground water is as upper strata, in the step 5, according to the order from lowermost layer to intermediate layer to upper strata, successively
Configured.
6. water resource stratification collocation method according to claim 5, it is characterised in that
In the case where the resource of water supply exceeds predetermined condition, using phreatic water as the bottom, deep phreatic water is made
For intermediate layer, using local surface footpath runoff as upper strata.
7. water resource stratification collocation method according to claim 6, it is characterised in that in the step S4, for water
Storehouse, rivers and canals, underground water, are divided into the Operational Zone of different levels, the Operational Zone include from top to bottom flood storage areas, agriculture contributing region,
Indusqtrial water supply area, living water area and Emergency water supply area, in the step 5, configured according to composition from top to bottom.
8. water resource stratification collocation method according to claim 7, it is characterised in that
The water of the flood storage areas, which only drains off floodwaters, not to supply water,
The agriculture contributing region represents only to carry out agriculture water supply when water level is higher than the lower limit of the Operational Zone, is somebody's turn to do when water level is less than
Agriculture water supply is then no longer carried out during Operational Zone,
The indusqtrial water supply area represents only to carry out indusqtrial water supply when water level is higher than the lower limit of the Operational Zone, is somebody's turn to do when water level is less than
Operational Zone then no longer carries out indusqtrial water supply,
The living water area represents only to carry out living water when water level is higher than the lower limit of the Operational Zone, is somebody's turn to do when water level is less than
Living water is then no longer carried out during Operational Zone,
The Emergency water supply area represents that water level has reached special low flow year standard, and the Emergency water supply area is used to carry out emergent confession
Water.
9. water resource stratification collocation method according to claim 3, it is characterised in that
When the resource of water supply meets predetermined condition, all rigid demands for needing water main body all configure；
The elastic demand of water main body is needed described in dynamic regulation and meets the elastic demand for needing water main body after regulation and control；
For water-use efficiency it is relatively low need water main body, compress the luxurious demand.
A kind of 10. water resource stratification allocation models, it is characterised in that including：
Layer is evaluated, the evaluation layer includes water resource stratification dynamic evaluation, socio-economic development evaluation and Ecology Environment Evaluation；
Prediction interval, the prediction interval are carried out on the basis of the evaluation layer, and the prediction interval includes level water demand forecast
With level Water supply forecast, its middle-level water demand forecast, which includes economic society level water demand forecast and ecological environment level, needs water pre-
Survey；
Regulate and control layer, according to water resources development and utilization situation, Regional Macro economic System state of development and ecological environmental protection target, carry out
Regional Macro economic System regulates and controls and the analysis of supply-demand balance；
Simulation layer, the simulation layer carry out water resource stratification configuration and water circulation faults process, and water resource stratification configuration is
What the water resource stratification collocation method according to any one of claim 1 to 9 was carried out；
Response layer, on the basis of the modeling scheme that the simulation layer provides, carry out economic response, social responsiveness, Eco response, water
Environmental response and water resource carrying capacity response evaluation, and the evaluation result is fed back into the simulation layer to correct water money
Source stratification configuration is until meet pre-provisioning request；
Resultant layer, when the evaluation Jing Guo the response layer determines that the water resource stratification is configured to reasonable, in the result
Layer is configured according to the water resource stratification, obtains configuration result.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710985963.5A CN107767048A (en) | 2017-10-20 | 2017-10-20 | A kind of water resource stratification collocation method and allocation models |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710985963.5A CN107767048A (en) | 2017-10-20 | 2017-10-20 | A kind of water resource stratification collocation method and allocation models |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107767048A true CN107767048A (en) | 2018-03-06 |
Family
ID=61268545
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710985963.5A Pending CN107767048A (en) | 2017-10-20 | 2017-10-20 | A kind of water resource stratification collocation method and allocation models |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107767048A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108681974A (en) * | 2018-05-29 | 2018-10-19 | 中国水利水电科学研究院 | A kind of water resource multidimensional equilibrium allocation method towards Arid Region |
| CN108764573A (en) * | 2018-05-29 | 2018-11-06 | 中国水利水电科学研究院 | A kind of water resource multidimensional equilibrium allocation system towards Arid Region |
| CN110334456A (en) * | 2019-07-11 | 2019-10-15 | 中国水利水电科学研究院 | A kind of river basin ecological dispatching method based on two-layer structure |
| CN111401732A (en) * | 2020-03-13 | 2020-07-10 | 中国水利水电科学研究院 | Hierarchical identification method for water resource supply and demand situation |
| CN112529368A (en) * | 2020-11-20 | 2021-03-19 | 成都赛零信息技术开发有限公司 | Intelligent water use plan generation method for water supply network and intelligent water use plan using method |
| CN112765800A (en) * | 2021-01-12 | 2021-05-07 | 长江水利委员会长江科学院 | Design method of distributed water resource configuration model |
| CN113449890A (en) * | 2021-07-16 | 2021-09-28 | 中国水利水电科学研究院 | Efficient utilization and optimized allocation method for coal mine water area |
-
2017
- 2017-10-20 CN CN201710985963.5A patent/CN107767048A/en active Pending
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108681974A (en) * | 2018-05-29 | 2018-10-19 | 中国水利水电科学研究院 | A kind of water resource multidimensional equilibrium allocation method towards Arid Region |
| CN108764573A (en) * | 2018-05-29 | 2018-11-06 | 中国水利水电科学研究院 | A kind of water resource multidimensional equilibrium allocation system towards Arid Region |
| CN108764573B (en) * | 2018-05-29 | 2021-11-02 | 中国水利水电科学研究院 | Inland arid region-oriented multidimensional equilibrium configuration system for water resources |
| CN108681974B (en) * | 2018-05-29 | 2021-11-02 | 中国水利水电科学研究院 | Inland arid region oriented multidimensional equilibrium configuration method for water resources |
| CN110334456A (en) * | 2019-07-11 | 2019-10-15 | 中国水利水电科学研究院 | A kind of river basin ecological dispatching method based on two-layer structure |
| CN111401732A (en) * | 2020-03-13 | 2020-07-10 | 中国水利水电科学研究院 | Hierarchical identification method for water resource supply and demand situation |
| CN112529368A (en) * | 2020-11-20 | 2021-03-19 | 成都赛零信息技术开发有限公司 | Intelligent water use plan generation method for water supply network and intelligent water use plan using method |
| CN112765800A (en) * | 2021-01-12 | 2021-05-07 | 长江水利委员会长江科学院 | Design method of distributed water resource configuration model |
| CN112765800B (en) * | 2021-01-12 | 2022-10-21 | 长江水利委员会长江科学院 | Design method of distributed water resource configuration model |
| CN113449890A (en) * | 2021-07-16 | 2021-09-28 | 中国水利水电科学研究院 | Efficient utilization and optimized allocation method for coal mine water area |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107767048A (en) | A kind of water resource stratification collocation method and allocation models | |
| Wang et al. | Analysis of sustainable utilization of water resources based on the improved water resources ecological footprint model: A case study of Hubei Province, China | |
| Song et al. | Water resources utilization efficiency and influence factors under environmental restrictions | |
| Dong et al. | Regional water footprint evaluation in China: A case of Liaoning | |
| CN106682810B (en) | Long-term operation method of cross-basin cascade hydropower station group under dynamic production of giant hydropower station | |
| CN107808211A (en) | A kind of regional water resources needing forecasting method | |
| CN102156914B (en) | Method for cooperatively and optimally allocating water volume in non-flood season | |
| Panić et al. | Small hydropower plants in Serbia: Hydropower potential, current state and perspectives | |
| George et al. | An integrated hydro-economic modelling framework to evaluate water allocation strategies II: Scenario assessment | |
| Zhai et al. | Water demand forecasting of Beijing using the time series forecasting method | |
| CN104268653A (en) | Cascade reservoir optimal scheduling method based on ESP | |
| Peng et al. | Multi-reservoir joint operating rule in inter-basin water transfer-supply project | |
| Zurn et al. | Electrical energy demand efficiency efforts in Brazil, past, lessons learned, present and future: A critical review | |
| CN108446782A (en) | A kind of optimization of land resource configuration method of consideration of multi-scale | |
| CN104268796B (en) | A kind of tri-layer water operation method | |
| Liu et al. | A quantitative analysis framework for water-food-energy nexus in an agricultural watershed using WEAP-MODFLOW | |
| CN117391334A (en) | Water resource unified optimization configuration method suitable for large-scale arid region | |
| CN105303264A (en) | Flood forecasting method under influences of human activities | |
| Zhang et al. | Self-optimization simulation model of short-term cascaded hydroelectric system dispatching based on the daily load curve | |
| Bai et al. | Optimal dispatching scheme of multi-objective cascade reservoirs by parallel mechanism-optimization algorithms | |
| Li et al. | Study on water resources scheduling | |
| Yang et al. | Research on the government incentive of green buildings in China | |
| Shanshan et al. | The system dynamic study of regional development of Manas Basin Under the constraints of water resources | |
| Li et al. | Coevolutionary particle swarm optimization algorithm for water resources problems and its application | |
| Froebrich et al. | Improved dam operation in the Amu Darya river basin including transboundary aspects |
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: 20180306 |
|
| RJ01 | Rejection of invention patent application after publication |