CN108280792A - Design storm flood same frequency assumes the method for inspection under a kind of changing environment - Google Patents

Design storm flood same frequency assumes the method for inspection under a kind of changing environment Download PDF

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CN108280792A
CN108280792A CN201810126280.9A CN201810126280A CN108280792A CN 108280792 A CN108280792 A CN 108280792A CN 201810126280 A CN201810126280 A CN 201810126280A CN 108280792 A CN108280792 A CN 108280792A
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storm
design
lasted
flood
region
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赵玲玲
张豫
陈彩霞
周平
姜浩
袁少雄
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Guangzhou Institute of Geography of GDAS
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Guangzhou Institute of Geography of GDAS
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    • G06COMPUTING; CALCULATING OR COUNTING
    • G06QINFORMATION AND COMMUNICATION TECHNOLOGY [ICT] SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES; SYSTEMS OR METHODS SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL OR SUPERVISORY PURPOSES, NOT OTHERWISE PROVIDED FOR
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    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/40Controlling or monitoring, e.g. of flood or hurricane; Forecasting, e.g. risk assessment or mapping

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Abstract

The invention belongs to storm flood same frequencys to assume inspection technology field, storm flood same frequency is designed under especially a kind of changing environment assumes the method for inspection, the problem of being difficult to set up for the hypothesis of heavy rain and flood same frequency, it is proposed that following scheme includes the following steps:Choosing any region is used as band to examine region, nomogram table is looked by storm runoff or hydrologic manual looks into the design storm for calculating and counting the region and lasting, it converts the design storm that the region is lasted to any design storm lasted by rainfall formula, storm sampling is carried out from the design storm lasted, is calculated using the heavy rain of sampling.The present invention chooses typical heavy rain, and analysis comparison is carried out with actual measurement torrential rain or neighbouring area and heavy rain the biggest in the world record by typical heavy rain and design storm, inquire into flood by push pull azobenzene compounds, examine whether the hypothesis of storm flood same frequency corresponds to, it improves storm flood same frequency and assumes the probability of success, convenient for accurately being made a reservation for flood damage.

Description

Design storm flood same frequency assumes the method for inspection under a kind of changing environment
Technical field
The present invention relates to storm flood same frequencys to assume to design cruelly under inspection technology field more particularly to a kind of changing environment Rain flood same frequency assumes the method for inspection.
Background technology
Flow data Derivation Design flood is most direct, and precision is also higher.But it in following several situations, then must be provided by heavy rain Expect Derivation Design flood, i.e.,:1. design insufficient basin measured discharge data or shortage;2. mankind's activity destroys flood series Consistency;3. it is required that a variety of methods, corroborate each other, reasonable selection;4. PMP and Design Flood for Small Watershed are often pushed away with rain data It asks.
Flood and heavy rain same frequency, i.e., the heavy rain of a certain frequency just generate the flood of a certain frequency.Such as a-hundred-year is sudden and violent Rain, just generates once-in-a-century flood, and the method and step by rain data Derivation Design flood is:1. storm sampling;2. inquiring into Design storm;3. Derivation Design net rainfall;4. Calculating Design Flood Hydrograph, but the hypothesis of actually heavy rain and flood same frequency exists It is invalid in most cases, especially under conditions of environmental change, it is therefore desirable to sudden and violent to being designed under changing environment Rain flood same frequency, which assumes to examine, tests, in order to accurately be made a reservation for flood damage.
Invention content
The technical issues of hypothesis based on heavy rain and flood same frequency is difficult to set up, the present invention proposes a kind of changing environment Lower design storm flood same frequency assumes the method for inspection.
Storm flood same frequency is designed under a kind of changing environment proposed by the present invention assumes the method for inspection, including following step Suddenly:
S1:Choosing any region is used as band to examine region, looks into nomogram table by storm runoff or hydrologic manual looks into calculation statistics The design storm that the region is lasted;
S2:It converts the design storm that the region is lasted to any design storm lasted by rainfall formula;
S3:Storm sampling is carried out from the design storm lasted, is calculated using the heavy rain of sampling;
S4:Judge whether storm sampling data belongs to extra torrential rain, by the return period of river flood investigation extra torrential rain, And combine documenting analysis estimation of the Regional History document in relation to the condition of a disaster data;
S5:Check that statistical parameter, design storm last longer, mean valueIncrease, CVBecome smaller, a certain design value x lastedP Increase;
S6:The storm frequency curve that region statistics is lasted is painted on a figure and is compared and analyzed;
S7:Analysis comparison is carried out with actual measurement torrential rain or neighbouring area and heavy rain the biggest in the world record, checks that design is sudden and violent The dilute chance degree of rain;
S8:The design storm amount lasted from the region chooses typical heavy rain, using homogenous frequency enlargement method to typical heavy rain mistake Journey and the canonical process of design flood are amplified;
S9:By push pull azobenzene compounds, Derivation Design flood is calculated by typical heavy rain and design storm, examines the heavy rain big vast Whether the hypothesis of water same frequency succeeds.
Preferably, rainfall formula is in the S2:Qy=Ψ qF, wherein Qy are design rainwater flow, and q is that heavy rain is strong Degree, F is catchment area.
Preferably, the region difference is independently chosen in the S3 last most torrential rain amount and counted, and be converted to not Mean storm intensity~duration curve of same frequency, expression formula are:Wherein t is storm duration, i To be lasted for t, the maximum mean storm intensity that frequency is P, SPFor rain power, n is heavy rain damped expoential, and d is inspection parameter..
Preferably, when the region counts the storm frequency Drawing of Curve lasted in the S6, it should be noted that the heavy rain respectively lasted Frequency curve cannot intersect, and the spacing of the storm frequency Drawing of Curve respectively lasted is moderate.
Preferably, the S7 selects the efficiency of the efficient heavy rain in neighbouring area to think to have reached possible maximum, i.e. η=ηm, therefore set Meter basin probable maximum storm Pm beThe exemplary potent that wherein P, W are respectively transplanted is sudden and violent The rainfall and precipitable water of rain, WmTo design the possibility maximum precipitable water of region.
Preferably, push pull azobenzene compounds calculation formula is as follows in the S9:
Wherein F, L, J are drainage characteristics parameter, SP, n be Rainstorm Feature parameter, produce confluence parameter.
Having the beneficial effect that in the present invention:The present invention can choose different geographical last heavy rain by the region last heavy rain turn It is changed to any design storm lasted, chooses typical heavy rain, and pass through typical heavy rain and design storm and actual measurement torrential rain or neighbour Near-earth area and heavy rain the biggest in the world record carry out analysis comparison, inquire into flood by push pull azobenzene compounds, examine storm flood same Whether frequency hypothesis corresponds to, and can improve storm flood same frequency and assume the probability of success, accurate convenient for being carried out to flood damage It is predetermined.
Description of the drawings
Fig. 1 is the flow knot that design storm flood same frequency assumes the method for inspection under a kind of changing environment proposed by the present invention Structure schematic diagram.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.
Referring to Fig.1, embodiment 1, design storm flood same frequency assumes the method for inspection under a kind of changing environment, including following Step:
S1:Choosing any region is used as band to examine region, looks into nomogram table by storm runoff or hydrologic manual looks into calculation statistics The design storm that the region is lasted;
S2:It converts the design storm that the region is lasted to any design storm lasted by rainfall formula;
S3:Storm sampling is carried out from the design storm lasted, is calculated using the heavy rain of sampling;
S4:Judge whether storm sampling data belongs to extra torrential rain, by the return period of river flood investigation extra torrential rain, And combine documenting analysis estimation of the Regional History document in relation to the condition of a disaster data;
S5:Check that statistical parameter, design storm last longer, mean valueIncrease, CVBecome smaller, a certain design value x lastedP Increase;
S6:The storm frequency curve that region statistics is lasted is painted on a figure and is compared and analyzed;
S7:Analysis comparison is carried out with actual measurement torrential rain or neighbouring area and heavy rain the biggest in the world record, checks that design is sudden and violent The dilute chance degree of rain;
S8:The design storm amount lasted from the region chooses typical heavy rain, using homogenous frequency enlargement method to typical heavy rain mistake Journey and the canonical process of design flood are amplified;
S9:By push pull azobenzene compounds, Derivation Design flood is calculated by typical heavy rain and design storm, examines the heavy rain big vast Whether the hypothesis of water same frequency succeeds.
In the present invention, rainfall formula is:Qy=Ψ qF, wherein Qy are design rainwater flow, and q is storm intensity, and F is Catchment area.
It in the present invention, independently chooses the region difference and lasts most torrential rain amount and counted, and be converted to different frequency Mean storm intensity~duration curve, expression formula is:Wherein t is storm duration, and i is to last The maximum mean storm intensity for being P for t, frequency, SPFor rain power, n is heavy rain damped expoential, and d is inspection parameter.
In the present invention, when which counts the storm frequency Drawing of Curve lasted, it should be noted that the storm frequency respectively lasted is bent Line cannot intersect, and the spacing of the storm frequency Drawing of Curve respectively lasted is moderate.
In the present invention, the efficiency of the efficient heavy rain in neighbouring area is selected to think to have reached possible maximum, i.e. η=ηm, therefore design stream The probable maximum storm Pm in domain isWherein P, W are respectively the exemplary potent heavy rain being transplanted Rainfall and precipitable water, WmTo design the possibility maximum precipitable water of region.
Push pull azobenzene compounds calculation formula is as follows in the present invention:
Synthesis design flow Qm, and corresponding watershed concentration time τ can be acquired
Wherein F, L, J are drainage characteristics parameter, SP, n be Rainstorm Feature parameter, produce confluence parameter.
Calculation method is:
1. by being investigated to design basin, in conjunction with hydrologic manual and watershed unit figure, the geometric properties in basin are determined Value F, L, J, the parameter n (or n1, n2) in the statistical parameter (mean value, CV, Cs/CV) and rainfall formula of design storm, loss ginseng Number μ and confluence parameter m.
2. calculating Sp, xTP of design storm, and then design net rainfall is calculated by loss parameter μ and lasts tc.
3. F, L, J, tc, m are substituted into formula (2-8-1), (2-8-2) and (2-8-3), wherein only remaining Qm, τ are unknown, therefore can It solves.
4. being solved with trial and error procedure.A Qm is first set, formula (2-8-3) is substituted into and obtains a corresponding τ, by it compared with tc, Which kind of confluence situation judgement belongs to, then the τ values are substituted into formula (2-8-1) or formula (2-8-2), and acquires a Qm, if with hypothesis Consistent (error be no more than 1%), then the Qm and τ is required;Otherwise, separately set Qm and imitate above step tentative calculation, until two formulas all Until capable of meeting jointly.
Design is lasted for 7 days in S5, with 1 day, 3 it is heaven-made last in order to control, times magnification than calculating formula be:
It is 1 day maximum:
Remaining 2 days in 3 days maximum:
Remaining 4 days in 7 days maximum:
In formula, x1p、x3pAnd x7pRespectively 1d, 3d and 7d design storm amount (mm);x1、x3And x7Respectively 1d, 3d and 7d Typical storm rainfall (mm).
Embodiment 2, design storm flood same frequency assumes the method for inspection under a kind of changing environment, includes the following steps:
S1:Choosing any region is used as band to examine region, looks into nomogram table by storm runoff or hydrologic manual looks into calculation statistics The design storm that the region is lasted;
S2:It converts the design storm that the region is lasted to any design storm lasted by rainfall formula;
S3:Storm sampling is carried out from the design storm lasted, is calculated using the heavy rain of sampling;
S4:Judge whether storm sampling data belongs to extra torrential rain, by the return period of river flood investigation extra torrential rain, And combine documenting analysis estimation of the Regional History document in relation to the condition of a disaster data;
S5:Check that statistical parameter, design storm last longer, mean valueIncrease, CVBecome smaller, a certain design value x lastedP Increase;
S6:The storm frequency curve that region statistics is lasted is painted on a figure and is compared and analyzed;
S7:Analysis comparison is carried out with actual measurement torrential rain or neighbouring area and heavy rain the biggest in the world record, checks that design is sudden and violent The dilute chance degree of rain;
S8:The design storm amount lasted from the region chooses typical heavy rain, using homogenous frequency enlargement method to typical heavy rain mistake Journey and the canonical process of design flood are amplified;
S9:By push pull azobenzene compounds, Derivation Design flood is calculated by typical heavy rain and design storm, examines the heavy rain big vast Whether the hypothesis of water same frequency succeeds.
In the present invention, rainfall formula is:Qy=Ψ qF, wherein Qy are design rainwater flow, and q is storm intensity, and F is Catchment area.
It in the present invention, independently chooses the region difference and lasts most torrential rain amount and counted, and be converted to different frequency Mean storm intensity~duration curve, expression formula is:Wherein t is storm duration, and i is to last The maximum mean storm intensity for being P for t, frequency, SPFor rain power, n is heavy rain damped expoential, and d is inspection parameter.
In the present invention, when which counts the storm frequency Drawing of Curve lasted, it should be noted that the storm frequency respectively lasted is bent Line cannot intersect, and the spacing of the storm frequency Drawing of Curve respectively lasted is moderate.
In the present invention, the efficiency of the efficient heavy rain in neighbouring area is selected to think to have reached possible maximum, i.e. η=ηm, therefore design stream The probable maximum storm Pm in domain isWherein P, W are respectively the exemplary potent heavy rain being transplanted Rainfall and precipitable water, WmTo design the possibility maximum precipitable water of region.
Push pull azobenzene compounds calculation formula is as follows in the present invention:
Synthesis design flow Qm, and corresponding watershed concentration time τ can be acquired
Wherein F, L, J are drainage characteristics parameter, SP, n be Rainstorm Feature parameter, produce confluence parameter.
It is solved by calculating mapping.
The method is to formula
WithRespectively Make curve Qm τ and τ Qm, point is painted on a figure.
The reading of two line intersection points obviously meets formula simultaneously
WithTherefore Intersection point reading Qm, τ are the solution of equation group.
Design is lasted for 5 days in S5, with 1 day, 3 it is heaven-made last in order to control, times magnification than calculating formula be:
It is 1 day maximum:
Remaining 2 days in 3 days maximum:
Remaining 4 days in 5 days maximum:
In formula, x1p、x3pAnd x5pRespectively 1d, 3d and 7d design storm amount (mm);x1、x3And x5Respectively 1d, 3d and 7d Typical storm rainfall (mm).
Finally obtain design storm (P=1%) time distribution table, such as following table:
And obtain same frequency control amplifying method Derivation Design Heavy Rainfall Process table, such as following table:
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto, Any one skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.

Claims (6)

1. designing storm flood same frequency under a kind of changing environment assumes the method for inspection, which is characterized in that include the following steps:
S1:Choosing any region is used as band to examine region, looks into nomogram table by storm runoff or hydrologic manual looks into calculation and counts the ground The design storm that domain is lasted;
S2:It converts the design storm that the region is lasted to any design storm lasted by rainfall formula;
S3:Storm sampling is carried out from the design storm lasted, is calculated using the heavy rain of sampling;
S4:Judge whether storm sampling data belongs to extra torrential rain, by the return period of river flood investigation extra torrential rain, and ties Close documenting analysis estimation of the Regional History document in relation to the condition of a disaster data;
S5:Check that statistical parameter, design storm last longer, mean valueIncrease, CV becomes smaller, a certain design value x lastedPIncrease;
S6:The storm frequency curve that region statistics is lasted is painted on a figure and is compared and analyzed;
S7:Analysis comparison is carried out with actual measurement torrential rain or neighbouring area and heavy rain the biggest in the world record, checks that design storm is dilute Chance degree;
S8:The design storm amount lasted from the region chooses typical heavy rain, using homogenous frequency enlargement method to typical Heavy Rainfall Process and The canonical process of design flood is amplified;
S9:By push pull azobenzene compounds, Derivation Design flood is calculated by typical heavy rain and design storm, examines the storm flood same Whether frequency hypothesis succeeds.
2. designing storm flood same frequency under a kind of changing environment according to claim 1 assumes the method for inspection, feature It is, rainfall formula is in the S2:
Qy=Ψ qF, wherein Qy are design rainwater flow, and q is storm intensity, and F is catchment area.
3. designing storm flood same frequency under a kind of changing environment according to claim 1 assumes the method for inspection, feature It is, the region difference is independently chosen in the S3 lasts most torrential rain amount and counted, and is converted to the flat of different frequency Equal storm intensity~duration curve, expression formula are:OrWherein t is storm duration, and i is to be lasted for t, frequency Rate is the maximum mean storm intensity of P, and SP is rain power, and n is heavy rain damped expoential, and d is inspection parameter.
4. designing storm flood same frequency under a kind of changing environment according to claim 1 assumes the method for inspection, feature It is, when the region counts the storm frequency Drawing of Curve lasted in the S6, it should be noted that the storm frequency curve respectively lasted is not It can intersect, the spacing of the storm frequency Drawing of Curve respectively lasted is moderate.
5. designing storm flood same frequency under a kind of changing environment according to claim 1 assumes the method for inspection, feature It is, the efficiency of the efficient heavy rain in neighbouring area of the S7 selecting thinks to have reached possible maximum, i.e. η=ηm, therefore design basin can Can most torrential rain Pm beWherein P, W be respectively the rainfall of exemplary potent heavy rain being transplanted and Precipitable water, Wm are the possibility maximum precipitable water for designing region.
6. designing storm flood same frequency under a kind of changing environment according to claim 1 assumes the method for inspection, feature It is, push pull azobenzene compounds calculation formula is as follows in the S9:
Wherein F, L, J are drainage characteristics parameter, and SP, n are Rainstorm Feature parameter, produce confluence parameter.
CN201810126280.9A 2018-02-08 2018-02-08 Design storm flood same frequency assumes the method for inspection under a kind of changing environment Pending CN108280792A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111275242A (en) * 2020-01-08 2020-06-12 昆明理工大学 Downstream protection tailing pond flood regulating method based on tabu search optimization algorithm
CN111339711A (en) * 2020-02-24 2020-06-26 三峡大学 Small watershed design flood calculation method
CN112052602A (en) * 2020-09-18 2020-12-08 福建省水土保持工作站 Storm rainfall time interval distribution calculation method applied to mountainous area small watershed design

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CN105975672A (en) * 2016-04-29 2016-09-28 河海大学 Small-watershed design flood calculation method

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111275242A (en) * 2020-01-08 2020-06-12 昆明理工大学 Downstream protection tailing pond flood regulating method based on tabu search optimization algorithm
CN111339711A (en) * 2020-02-24 2020-06-26 三峡大学 Small watershed design flood calculation method
CN112052602A (en) * 2020-09-18 2020-12-08 福建省水土保持工作站 Storm rainfall time interval distribution calculation method applied to mountainous area small watershed design
CN112052602B (en) * 2020-09-18 2022-06-07 福建省水土保持工作站 Storm rainfall time interval distribution calculation method applied to mountainous area small watershed design

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