CN106408160A - Water resource configuration method based on general rule framework set - Google Patents
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Abstract
The invention discloses a water resource configuration method based on a general rule framework set and belongs to the water resource configuration field. Through abstracting present actual configuration rules, summarizing general rule frameworks to form a framework set and establishing a water resource configuration simulation model which is applied to specific basins or areas, water resource configuration instantiation of a water resource configuration simulation model is carried out. The method is advantaged in that a problem of region restrictions existing in a water resource configuration simulation model in the prior art is solved; generalization of the water resource configuration simulation model is realized, and flexibility and applicability are improved; the general rule framework set is provided, customized rule framework analysis is provided for special regions, so the water resource configuration model is enabled to have strong development property; a current path of each water resource configuration process can be precisely described in detail, each link of water resource configuration is controlled, and a current trend can be intelligibly mastered; flexible boundary condition interfaces can be provided, and coupling with other models is convenient.
Description
Technical field
The present invention relates to Water Resources Allocation field, more specifically a kind of joined based on the water resource of general rule framework collection
Put method.
Background technology
The spatial and temporal distributions of water resource affect, change the survival and development of human society；Solve water resource spatial and temporal distributions with
Socio-economic development demand contradictory, the key means reaching sustainable utilization of water resource are the reasonable disposition of water resource；Water resource
Reasonable disposition should consider hydrological characteristics in basin or region, plans as a whole life, the need of production, ecological water " measuring " and " matter "
Ask, make full use of all kinds of available water facilities, take rational operational management measure, ensure that all kinds of water produce essence and imitate
Benefit.
The most important means solving reasonable allocation of water resources are to be realized by building water resource allocation；Water resource is joined
Put model and include analogue model, Optimized model and optimization-simulation combination model, wherein analogue model passes through rational tune due to it
Join rule and can accurately describe each coupling process of complicated water resource system, in addition two class models more flexibly and the suitability more
By force, it is Water Resources Allocation research, the method being particularly most widely used in production practices, but Water Resources Allocation analogue model is past
Toward being limited to specific configuration rule；The Water Resources Allocation analogue model of therefore exploitation general rule is to solve to ask limited by its application
Topic and the key improving its suitability, are the developing direction of reasonable allocation of water resources；The present invention is exactly to solve Water Resources Allocation
Analogue model is often limited to this problem of specific configuration rule and studies draw.
Content of the invention
The invention aims to overcoming the weak point of above-mentioned background technology, and one kind is provided to be based on general rule frame
The Water Resources Allocation method of frame collection, realizes the generalization of Water Resources Allocation analogue model, improves its motility, the suitability and can open up
Malleability.
To achieve these goals, the technical scheme is that：A kind of joined based on the water resource of general rule framework collection
Put method it is characterised in that：By to current actual disposition rule abstract, summary extraction goes out some general rule framework groups
Become framework set, set up Water Resources Allocation analogue model, when being applied to concrete basin or region, Water Resources Allocation is simulated mould
Type carries out Water Resources Allocation instantiation.
In technique scheme, a kind of described Water Resources Allocation method based on general rule framework collection, it is specifically real
Existing step is as follows：
(1) prepare data
By basin water system network of waterways figure, it is digitized obtaining basin water system vector data；By actual survey, related rule
Draw report acquisition research area water source project include water storage project, diversion works, water lift engineering, water diversion project, ground water engineering, its
The essential information of his water source project and the relevant parameter with Water Resources Allocation；By actual survey, Correlative plan report acquisition
Water user and its Water consumption type data in research area；
(2) set up grid figure
Digitalized basin water system is drawn according to River practical situation using GIS software, according to the geography of water source project
Benefit relation is opened up with River in locus, and water source project is arranged in digitized water system；Geographical empty according to water user
Between position and River open up benefit relation, water user is added on by digitized water system；According to water source project with water user's
Supply water, water intaking relation and water intaking type include storing, draw, carry, adjusting, subsoil water and other water source project, drafting from water source to
The feeder channel at water family；According to water user's actual water-break situation, draw the water-break channel to basin water system for the water user；According to river
Water system, water source project, the point, line, surface of water user are opened up benefit relation and are set up directed acyclic graph, and carry out Unified coding sign, make every
One key element has and is separately identified symbol；
(3) boundary condition initialization
Typical Year method is chosen according to real data situation and requirement or long seriation selects water boundaries, water source project
Water boundaries condition includes source border and interval border, and source border reduces data input source according to website observed volume or runoff
In head node；Interval border inputs in corresponding interval range according to hydrological simulation or runoff method of reducing；According to each forcasted years
Including present situation forcasted years and planning level year water demand forecast achievement, water boundaries will be needed to input in each water user's node；According to reality
Survey or correlation report obtain water source project relevant parameter carry out supplying water, the input of draining size limit boundary condition；
(4) general rule framework collection instantiation
General rule framework set each rule framework instantiation is as follows：1. water intaking rule framework, carries out reality to each water user
Border is investigated, and determines its water intaking position and controls engineering and scale of respectively fetching water；2. water supply rule framework, determines to each water supply project
Its water user and water user actual water intaking position and water supply scale, determine directly water intaking or indirectly fetch water；3. water-break rule frame
Frame, determines water user each water-break position and water-break scale；4. divide water rule framework, water separation section point is determined its each minute water whereabouts and
Divide water scale；5. traffic demand rule framework, determines each section ecological flow demand, flood control flow restriction according to practical situation；
6. restriction rules framework, when water supply, water intaking, water-break, there is underfed in point water, water level is not enough, water quality is not up to standard or downstream
Water supply, water intaking, water-break, point water restriction is created, including flow restriction, water level limits and water quality limits three species during flow restriction
Type；Arranged according to actual requirement when producing and limiting and proportionally reduce or reduce according to quantity；7. mandatory rule framework, when due to society
When understanding feature or there is imbalance between supply and demand, need to carry out policy compulsory measure, mandatory supply setting is carried out to each water source；⑧
Market regulation rule framework, when water supply project has multiple water users, and water supply benefits compare and select, by market price style
Control is supplied water；9. priority rule framework, in all kinds of rule framework above, priority is not only embodied in water supply, fetches water, moves back
Water, the priority of point water, there is also priority between each rule；10. custom rule framework, when there is specific demand, need to be carried out
Custom rule, realizes custom rule Analysis on Framework on the basis of realizing custom rule framework interface, realizes self-defined rule
Then configure；
(5) model running and interpretation of result
On the basis of above-mentioned steps (1)～(4), each file that input model requires, build Water Resources Allocation simulation mould
Type；Choose forcasted years, carry out growing series or the simulation of Typical Year Water Resources Allocation, carry out Water Resources Allocation by the period, obtain each water
Non-leap year Water Resources Allocation equilibrium of supply and demand result, evaluates to result, and such as meet the requirements then output result, undesirable, repaiies
Change regular collection, re-start configuration and calculate.
The inventive method can achieve the generalization of Water Resources Allocation analogue model, improves its motility, the suitability and can open up
Malleability；Can further apply Water Resources Allocation research, water resource assets, project planning design each stage Scale with
And water resource demonstration, also apply be applicable to Engineering Operation water supply planning.
The invention has the advantages that：
(1) overcoming the application of Water Resources Allocation analogue model is affected by regional limitation, realizes Water Resources Allocation simulation
The generalization of model, improves its motility and the suitability；
(2) general rule framework set is provided, provides the parsing of custom rule framework so that water provides for special region
Source allocation models expansion is strong；
(3) flow path of each process of Water Resources Allocation is accurately described in detail, each link is carried out to Water Resources Allocation
Control, more clearly from grasp current trend；
(4) provide flexible boundary condition interface, conveniently coupled with other models.
Brief description
Fig. 1 is flow chart of the present invention.
Fig. 2 is the abstract and instantiation schematic diagram of general rule framework collection of the present invention.
Fig. 3 is embodiment of the present invention Water Resources Allocation part system network.
Specific embodiment
Describe the performance of the present invention below in conjunction with the accompanying drawings in detail, but they do not constitute limitation of the invention, only
For example；Make advantages of the present invention more clear and easy to understand by explanation simultaneously.
A kind of Water Resources Allocation method based on general rule framework collection of the present invention it is characterised in that：By to current reality
Border configuration rule abstract, summary extraction goes out some general rule framework composition framework set, sets up Water Resources Allocation simulation
Model, when being applied to concrete basin or region, Water Resources Allocation analogue model is carried out Water Resources Allocation instantiation.
A kind of described Water Resources Allocation method based on general rule framework collection, it is as follows that it implements step：
(1) prepare data
By basin water system network of waterways figure, it is digitized obtaining basin water system vector data；By actual survey, related rule
Draw report acquisition research area water source project include water storage project, diversion works, water lift engineering, water diversion project, ground water engineering, its
The essential information of his water source project and the relevant parameter with Water Resources Allocation；By actual survey, Correlative plan report acquisition
Water user and its Water consumption type data in research area；
(2) set up grid figure
Digitalized basin water system is drawn according to River practical situation using GIS software, according to the geography of water source project
Benefit relation is opened up with River in locus, and water source project is arranged in digitized water system；Geographical empty according to water user
Between position and River open up benefit relation, water user is added on by digitized water system；According to water source project with water user's
Supply water, water intaking relation and water intaking type include storing, draw, carry, adjusting, subsoil water and other water source project, drafting from water source to
The feeder channel at water family；According to water user's actual water-break situation, draw the water-break channel to basin water system for the water user；According to river
Water system, water source project, the point, line, surface of water user are opened up benefit relation and are set up directed acyclic graph, and carry out Unified coding sign, make every
One key element has and is separately identified symbol；
(3) boundary condition initialization
Typical Year method is chosen according to real data situation and requirement or long seriation selects water boundaries, water source project
Water boundaries condition includes source border and interval border, and source border reduces data input source according to website observed volume or runoff
In head node；Interval border inputs in corresponding interval range according to hydrological simulation or runoff method of reducing；According to each forcasted years
Including present situation forcasted years and planning level year water demand forecast achievement, water boundaries will be needed to input in each water user's node；According to reality
Survey or correlation report obtain water source project relevant parameter carry out supplying water, the input of draining size limit boundary condition；
(4) general rule framework collection instantiation
General rule framework set each rule framework instantiation is as follows：1. water intaking rule framework, carries out reality to each water user
Border is investigated, and determines its water intaking position and controls engineering and scale of respectively fetching water；2. water supply rule framework, determines to each water supply project
Its water user and water user actual water intaking position and water supply scale, determine directly water intaking or indirectly fetch water；3. water-break rule frame
Frame, determines water user each water-break position and water-break scale；4. divide water rule framework, water separation section point is determined its each minute water whereabouts and
Divide water scale；5. traffic demand rule framework, determines each section ecological flow demand, flood control flow restriction according to practical situation；
6. restriction rules framework, when water supply, water intaking, water-break, there is underfed in point water, water level is not enough, water quality is not up to standard or downstream
Water supply, water intaking, water-break, point water restriction is created, including flow restriction, water level limits and water quality limits three species during flow restriction
Type；Arranged according to actual requirement when producing and limiting and proportionally reduce or reduce according to quantity；7. mandatory rule framework, when due to society
When understanding feature or there is imbalance between supply and demand, need to carry out policy compulsory measure, mandatory supply setting is carried out to each water source；⑧
Market regulation rule framework, when water supply project has multiple water users, and water supply benefits compare and select, by market price style
Control is supplied water；9. priority rule framework, in all kinds of rule framework above, priority is not only embodied in water supply, fetches water, moves back
Water, the priority of point water, there is also priority between each rule；10. custom rule framework, when there is specific demand, need to be carried out
Custom rule, realizes custom rule Analysis on Framework on the basis of realizing custom rule framework interface, realizes self-defined rule
Then configure；
(5) model running and interpretation of result
On the basis of above-mentioned steps (1)～(4), each file that input model requires, build Water Resources Allocation simulation mould
Type；Choose forcasted years, carry out growing series or the simulation of Typical Year Water Resources Allocation, carry out Water Resources Allocation by the period, obtain each water
Non-leap year Water Resources Allocation equilibrium of supply and demand result, evaluates to result, and such as meet the requirements then output result, undesirable, repaiies
Change regular collection, re-start configuration and calculate.
The present invention to be described in detail using Macheng City's Water Resources Allocation method as embodiment, for the water in other areas
Resource allocation method has directive significance.
(1) prepare data
Survey region overview：Macheng City is located at Hubei northeast, the Dabie Mountain stage casing southern foot of middle and lower reach of Yangtze River north bank, E Yu
Wan San saves intersection；It is in east longitude 114 ° 40 '～115 ° 28 ', 30 ° 52 '～31 ° 36 ' of north latitude；Whole city's area 3606.48
Square kilometre；Urban district is located at the valley plain that Shui He upstream is lifted at domestic middle part, and act water river is on the point of in east；In area in rainfall year, Nian Jifen
Cloth is uneven, and big-and-middle-sized water engineering facility is less and aging, supporting incomplete, due to the great-leap-forward development in Macheng City city, needs water
Increase also very fast；
Research range：Consider water demand in basin, water supply project and orographic condition, select loess Gang Zhen, take advantage of
Ma Gang town and Macheng urban district are survey region, are divided into 66 calculating cells, and each cell is divided into according to actual used water situation
Urban life, cities and towns production, town ecological, life in the countryside, rural irrigation and 6 departments of rural area domestic animal；
(2) set up network chart generalization
Hydraulic engineering in research area includes 1 medium-sized reservoir, is fragrant plant thatch River Reservoir, 9 little (one) type reservoirs, and 41 little
(2) type reservoir, draws and carries at engineering 4, at the weir pool 4988；At waterworks 4；Investigation determine each water source project water supply coverage and
After water user's draining, drawing system network (as shown in Figure 3)；
(3) boundary condition initialization
Present situation forcasted years are 2014, and planning level year is the year two thousand thirty, and Water Resources Allocation calculates using long seriation month by month,
Serial year is 1957～2014 years；Water boundary condition：Using 1957～2014 annual flow sequences, need water boundaries condition：Prediction
The year two thousand thirty, urban life, industry and life in the countryside outside river course needs water 9813.2 ten thousand m3, many annuals crop structure 1744.3m3, altogether
Count 11557.5 ten thousand m3；In river course ecological environment water demand according to《River lake ecological environment water demand calculates specification (SL/Z 712-2014)》
Determine river ecological Dryweather flow；
(4) general rule framework collection instantiation
This example rule framework relates generally to water intaking rule, water supply is regular, water-break is regular, traffic demand is regular, restricted
Rule, priority rule, instantiationization is as follows：Water intaking rule instantiation：According to 66 calculating cells of grid in figure
Water intaking source, determines its water intaking priority and scale；Water supply rule instantiation：Each water source project according to system network in figure
Water supply object, determine water supply priority and water supply scale；Water-break rule instantiation：Calculate cell and network of waterways water according to 66
Power relation, determines its water-break position and water-break ratio；Traffic demand rule instantiation：Will according to 51 reservoir ecology letdown flows
Ask, determine its ecological letdown flow demand；Restriction rules instantiation：According to the water yield situation of reservoir, the water yield is set and is less than certain
One value is to limit to supply water；Priority rule instantiation：It is ranked up including the priority that above is referred to and to each rule；
(5) model running and interpretation of result
Under present situation engineering specifications, it is 11557.5 ten thousand m that planning year many annuals always need water3, present situation engineering water supply amount is
5304.3 ten thousand m3, water deficit is 6253.2 ten thousand m3, water supply fraction only 46%；Wherein, Macheng City city is main water shortage area,
Its cities and towns hydropenia 6023.1 ten thousand m3, account for the 96% of total water deficit, water supply fraction only 34%；Loess Gang Zhen cities and towns hydropenia 81.2 ten thousand
m3, water supply fraction 17.8%；Cheng Magang town cities and towns hydropenia 108.8 ten thousand m3, water supply fraction 8.4%；Rural area not hydropenia substantially；
In the case of considering in research area the enlarging of waterworks scale and Treated sewage reusing, change model water supply configuration rule,
Contributing region output 9655.1 ten thousand m3, water deficit is 1069.4 ten thousand m3；Wherein, cities and towns hydropenia 1059.2 ten thousand m3, rural area hydropenia 10.2
Ten thousand m3, cities and towns Deficient Ratio is 99%, rural area Deficient Ratio only 1%；In the hydropenia of cities and towns, Macheng City city hydropenia 1024.5 ten thousand m3, loess
Hilllock town hydropenia 34.8 ten thousand m3, need to consider that increasing water source solves local water shortage problem.
Other unaccounted parts belong to prior art.
Claims (2)
1. a kind of Water Resources Allocation method based on general rule framework collection it is characterised in that：By advising to current actual disposition
Then abstract, summary extraction goes out general rule framework composition framework set, sets up Water Resources Allocation analogue model, is applied to tool
When body basin or region, Water Resources Allocation analogue model is carried out Water Resources Allocation instantiation.
2. a kind of Water Resources Allocation method based on general rule framework collection according to claim 1, it implements step
Suddenly as follows：
(1) prepare data
It is digitized obtaining basin water system vector data by basin water system network of waterways figure；By actual survey, Correlative plan report
Accuse acquisition research area water source project and include water storage project, diversion works, water lift engineering, water diversion project, ground water engineering, other water
The essential information of source engineering and the relevant parameter with Water Resources Allocation；By actual survey, Correlative plan report acquisition research
Water user and its Water consumption type data in area；
(2) set up grid figure
Digitalized basin water system is drawn according to River practical situation using GIS software, according to the geographical space of water source project
Benefit relation is opened up with River in position, and water source project is arranged in digitized water system；Geographical space position according to water user
Put with River open up benefit relation, water user is added on by digitized water system；According to the water supply of water source project and water user,
Water intaking relation and water intaking type include storing, draw, carry, adjusting, subsoil water and other water source project, and drafting is from water source to water user
Feeder channel；According to water user's actual water-break situation, draw the water-break channel to basin water system for the water user；According to River,
Water source project, the point, line, surface of water user are opened up benefit relation and are set up directed acyclic graph, and carry out Unified coding sign, make each key element
Have and be separately identified symbol；
(3) boundary condition initialization
Typical Year method or long seriation are chosen according to real data situation and requiring and select water boundaries, water source project come waterside
Boundary's condition includes source border and interval border, and source border is according to website observed volume or runoff reduction data input source section
In point；Interval border inputs in corresponding interval range according to hydrological simulation or runoff method of reducing；Included according to each forcasted years
Present situation forcasted years and planning level year water demand forecast achievement, will need water boundaries to input in each water user's node；Surveyed according to actual
Or correlation report obtain water source project relevant parameter carry out supplying water, the input of draining size limit boundary condition；
(4) general rule framework collection instantiation
General rule framework set each rule framework instantiation is as follows：1. water intaking rule framework, carries out actual tune to each water user
Look into, determine its water intaking position and control engineering and scale of respectively fetching water；2. water supply rule framework, determines its use to each water supply project
Water family and water user actual water intaking position and water supply scale, determine directly water intaking or indirectly fetch water；3. water-break rule framework, really
Determine water user each water-break position and water-break scale；4. divide water rule framework, water separation section point is determined with its each minute water whereabouts and Fen Shui
Scale；5. traffic demand rule framework, determines each section ecological flow demand, flood control flow restriction according to practical situation；6. limit
Property rule framework processed, when water supply, water intaking, water-break, there is underfed in point water, water level is not enough, water quality is not up to standard or downstream flow
Water supply, water intaking, water-break, point water restriction is created, including flow restriction, water level limits and water quality limits three types during restriction；
Arranged according to actual requirement when producing and limiting and proportionally reduce or reduce according to quantity；7. mandatory rule framework, when due to society
Feature or when there is imbalance between supply and demand, needs to carry out policy compulsory measure, carries out mandatory supply setting to each water source；8. city
Field control rule framework, when water supply project has multiple water users, and water supply benefits compare and select, is regulated and controled by the market price
Supplied water；9. priority rule framework, in all kinds of rule framework above, priority is not only embodied in water supply, fetches water, moves back
Water, the priority of point water, there is also priority between each rule；10. custom rule framework, when there is specific demand, need to be carried out
Custom rule, realizes custom rule Analysis on Framework on the basis of realizing custom rule framework interface, realizes self-defined rule
Then configure；
(5) model running and interpretation of result
On the basis of above-mentioned steps (1)～(4), each file that input model requires, build Water Resources Allocation analogue model；Choosing
In water intaking non-leap year, carry out growing series or the simulation of Typical Year Water Resources Allocation, carry out Water Resources Allocation by the period, obtain each forcasted years water
Resource distribution equilibrium of supply and demand result, evaluates to result, and such as meet the requirements then output result, undesirable then alteration ruler
Set, re-starts configuration and calculates.
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107092786A (en) * | 2017-04-07 | 2017-08-25 | 山东大学 | A kind of ecological matrix flow rate calculation method and system of consideration river different conditions |
| CN110458357A (en) * | 2019-08-12 | 2019-11-15 | 中国水利水电科学研究院 | Industrial drought loss forecasting and appraisal procedure |
| CN112053256A (en) * | 2020-09-15 | 2020-12-08 | 王白陆 | Water resource simulation method based on water source and water user double sequencing rule |
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| CN112053256A (en) * | 2020-09-15 | 2020-12-08 | 王白陆 | Water resource simulation method based on water source and water user double sequencing rule |
| CN114707913A (en) * | 2022-06-02 | 2022-07-05 | 长江水利委员会长江科学院 | Method and device for determining water supply scheme of reservoir |
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