CN109657948A - Plot sponge urban construction performance comprehensive estimation method - Google Patents

Plot sponge urban construction performance comprehensive estimation method Download PDF

Info

Publication number
CN109657948A
CN109657948A CN201811493460.7A CN201811493460A CN109657948A CN 109657948 A CN109657948 A CN 109657948A CN 201811493460 A CN201811493460 A CN 201811493460A CN 109657948 A CN109657948 A CN 109657948A
Authority
CN
China
Prior art keywords
sponge
plot
facility
item
urban construction
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201811493460.7A
Other languages
Chinese (zh)
Inventor
常儇宇
郭清
范晓玲
崔咏军
阙振业
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiangsu Southeast Sponge Facilities Performance Evaluation Co Ltd
KUNSHAN CONSTRUCTION ENGINEERING QUALITY TESTING CENTER
Original Assignee
Jiangsu Southeast Sponge Facilities Performance Evaluation Co Ltd
KUNSHAN CONSTRUCTION ENGINEERING QUALITY TESTING CENTER
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jiangsu Southeast Sponge Facilities Performance Evaluation Co Ltd, KUNSHAN CONSTRUCTION ENGINEERING QUALITY TESTING CENTER filed Critical Jiangsu Southeast Sponge Facilities Performance Evaluation Co Ltd
Priority to CN201811493460.7A priority Critical patent/CN109657948A/en
Publication of CN109657948A publication Critical patent/CN109657948A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • 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
    • G06Q10/00Administration; Management
    • G06Q10/06Resources, workflows, human or project management; Enterprise or organisation planning; Enterprise or organisation modelling
    • G06Q10/063Operations research, analysis or management
    • G06Q10/0639Performance analysis of employees; Performance analysis of enterprise or organisation operations
    • G06Q10/06393Score-carding, benchmarking or key performance indicator [KPI] analysis
    • GPHYSICS
    • 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
    • G06Q50/00Information and communication technology [ICT] specially adapted for implementation of business processes of specific business sectors, e.g. utilities or tourism
    • G06Q50/10Services
    • G06Q50/26Government or public services

Landscapes

  • Business, Economics & Management (AREA)
  • Human Resources & Organizations (AREA)
  • Engineering & Computer Science (AREA)
  • Strategic Management (AREA)
  • Educational Administration (AREA)
  • Economics (AREA)
  • Development Economics (AREA)
  • Tourism & Hospitality (AREA)
  • General Business, Economics & Management (AREA)
  • Marketing (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Theoretical Computer Science (AREA)
  • Entrepreneurship & Innovation (AREA)
  • Primary Health Care (AREA)
  • Health & Medical Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • Game Theory and Decision Science (AREA)
  • Operations Research (AREA)
  • Quality & Reliability (AREA)
  • Management, Administration, Business Operations System, And Electronic Commerce (AREA)

Abstract

The invention discloses a kind of plot sponge urban construction performance comprehensive estimation methods, after this method determines evaluation item, comprehensive assessment system is established according to plot sponge urban construction target and intension, with basic item, provide item and bonus point item as assessment element, under the premise of regulation item is met the requirements, the preliminary grade of performance evaluation is determined with respect to the increase rate index value of plot location a reference value according to the annual flow overall control rate of basic item and year area source pollutants total amount removal rate, in conjunction with bonus point item scoring event comprehensive division plot sponge urban construction performance evaluation grade, the present invention forms comprehensive assessment system, improve plot sponge urban construction performance evaluation accuracy, meet the performance evaluation requirement of sponge urban construction intension and target.

Description

Plot sponge urban construction performance comprehensive estimation method
Technical field
The present invention relates to sponge urban construction technical field, in particular to a kind of plot sponge urban construction performance synthesis is commented Estimate method.
Background technique
In recent years, people increasingly pay attention to the rapport of urban construction and ecological environment during social development, maintain The sustainable development of social construction is particularly important.Sponge urban construction is a kind of low influence development mode, is conducive to protect Natural ecology pattern is maintained the Echtheit of the hydrological characteristics such as infiltration, stagnant storage, evaporation (rising), the runoff of ecology background, is protected and extensive The natural accumulation of multiple rainfall runoff, naturally osmotic, self-purification, improve the natural repair ability of aquatic ecosystem.Sponge city Construction is planned according to the theory system of " source emission reduction, process control, Systematic control ", adaptation to local conditions, grayish green combination, using " seep, It is stagnant, store, be net, with, row " the methods of carry out synthesis and apply plan.
The urban construction of China sponge is still in planning and designing and construction stage at present, for plot sponge urban construction The performance evaluation of effect, appraisal procedure leading at present only to " annual flow overall control rate " and " area source pollutants removal rate " this Two indices carry out calculating assessment, relatively unilateral although assessment result is directly, enough could not clearly be holistically based on sponge city Construction intension and target assess plot sponge relative close degree, more without specific comprehensive reaction plot sponge urban construction Actual implementation situation.
The comprehensive performance evaluation for carrying out plot sponge urban construction effect helps to push sponge urban construction, ensures sea Continuous municipal construction quality, implements sponge city system theory, constructs the benign water circulation system in city, improve urban ecological environment, Enhance masses' the sense of access and happiness, there is great social value and realistic meaning.
Summary of the invention
In order to make up the above deficiency, the present invention provides a kind of plot sponge urban construction performance comprehensive estimation methods, should Plot sponge urban construction performance comprehensive estimation method can integrate comprehensive assessment plot sponge urban construction performance, meet sea Continuous urban construction intension and target call.
The present invention is to solve technical solution used by its technical problem: a kind of plot sponge urban construction performance is comprehensive Appraisal procedure is closed, is included the following steps:
Step 1: it determines evaluation item, and basic document is collected according to evaluation item, obtained by the arrangement to basic document Essential information is obtained, and the construction overview of the project is summarized;
Step 2: comprehensive assessment system is established according to plot sponge urban construction target and intension:
(1) it establishes with " annual flow overall control rate " and " area source pollutants removal rate " two core Con trolling index formation Basic item;
(2) establish with " facility layout and scale ", " place is vertically arranged and rainwash ", " monomer sponge facility " and The regulation item that " drainage system " four examination items are formed;
(3) the bonus point item formed with the additional performance indicator encouraged and guided is established;
Above-mentioned basis item, regulation item and bonus point item collectively constitute the assessment element of comprehensive assessment system;
Step 3: assessing the regulation item of plot sponge urban construction and collects the number for calculating basic item modeling input According to, including area many years continuous rainfall and evaporation data, effective catchment area, permeable regional soil characteristic, sponge facility structure It makes and planar dimension, sponge facility filter layer material property and rainwater control path, based on examination plot sponge urban construction mesh Mark realizes situation and actual implementation effect, it is specified that item must satisfy the binding indicator regulation of design requirement;
Step 4: assessment acquisition " annual flow overall control rate " and " face are carried out to the basic item of plot sponge urban construction Source pollutants removal rate " data;
Step 5: the annual flow overall control rate and year area source pollutants total amount removal rate for calculating basic item are with respect to plot institute In increase rate (η) index value of regional a reference value, η=[(basic item index value/zonal basis value) -1] * 100;
Step 6: bonus point item score value is calculated according to site inspection situation, inspection of documents result comprehensive analysis;
Step 7: under the premise of basic item and regulation item meet design requirement, according to the relatively regional a reference value of basic item Increase rate (η) index value, in conjunction with bonus point item scoring event comprehensive division plot sponge urban construction performance evaluation grade, and write Performance evaluation report is write, the then project qualified for performance evaluation report does not conform to performance evaluation report by performance evaluation Lattice, then plot sponge City Construction Project is rectified and improved, is assessed again at the beginning from step again after rectification.
As a further improvement of the present invention, the grade classification of plot sponge urban construction performance evaluation is as follows:
As a further improvement of the present invention, the side basic item of plot sponge urban construction assessed in step 3 Method are as follows: plot sponge urban construction scene is surveyed, is checked, and associated documents are examined, in conjunction with local hydrology gas Image data, calculate analysis using storm water model simulation softward and obtain basic item index value: annual flow overall control rate, year face source are dirty Contaminate object total amount removal rate.
Data needed for basic item software evaluation calculates should obtain as follows:
(1) hydrologic condition is according to city of Kunshan's existing many years continuous rainfall and evaporation data.
(2) plot place is vertically arranged according to the mapping drawing that is completed, and failing offer completion mapping drawing can provide live survey Draw report.
(3) permeable regional soil characteristic is according to green soil census report, and when no correlation report takes empirical value.
(4) sponge facility construction and planar dimension are according to as-constructed drawing or construction drawing and examining report.
(5) sponge facility filter layer material property is according to examining report.
(6) rainwater control path is determined by on-site verification result.
As a further improvement of the present invention, storm water model simulation softward includes following function:
(1) input and setting of plot sponge urban construction modeling and underlying surface, sponge infrastructure modules parameter;
(2) hydrometeorological data input;
(3) topological relation between charge for remittance subregion, sponge facility and draining node is established;
(4) basic item calculates, result exports.
As a further improvement of the present invention, the journey regulation item of plot sponge urban construction assessed in step 5 Sequence are as follows:
(1) facility layout and scale are verified: verifying the city zoning of plot sponge and each subregion tune according to site inspection result Situations such as storing volume, place is examined whether to combine subregion site condition and pipeline layout reasonable Arrangement sponge facility, and meet It is claimed below:
1., sponge facility finished surface be lower than periphery gathering ground;
2., sponge facility the area ratio (%) meet design requirement;
(2) place is vertically arranged and rainwash is verified: it is vertical to verify place according to site inspection and inspection of documents result Whether reasonable, whether catchment area effectively controls than (%) lower than 80%, road surface kerbstone aperture position amount of size construction if arranging Whether be vertically consistent with place, linear drainage ditch position, road slope aspect be connected with sponge facility whether meet place vertically require, Hard place is whether there is or not seeping phenomenon after whether surface runoff smooth after rainfall and moderate rain or heavy rain, linear drainage ditch and sponge facility Seam should also be equipped with anti-clogging facility, and rainwash is smooth in rainfall, and hard place ponding point is not after moderate rain or heavy rain rain At 3, road must not have seeping phenomenon in place;
(3) monomer sponge facility is verified: different assessments are set according to different facility types and are itemized, and are itemized as follows:
Note: ●: facility participates in evaluation and electing item;Zero: facility participates in evaluation and electing, does not otherwise participate in evaluation and electing as being related to;
Wherein the corresponding requirement of aforementioned number is as follows:
Number 1: facility structure should be complete, must not lack water inlet (protection against erosion), overflow well lid, observation panel (backwash);
Number 2: vertical construction should meet the regulation of design requirement or relevant criterion, and must not lead to periphery place or facility Adverse effect is generated, each vertical techonosphere of monomer facility should meet following table regulation:
Monomer sponge facility vertically constructs
Super High Retention layer Filter layer Transition zone Drainage blanket
Biological delaying basin
Concave herbaceous field
Dry type grass planting ditch
Green Roof
Number 3: sectional dimension (cross-section of river form and size, head fall, turning radius) should meet design requirement or The regulation of relevant criterion;
Number 4: meet the rule of design requirement or relevant criterion with periphery place natural sparse model, slope stability and the gradient It is fixed;
Number 5: should be arranged overflow well or overflow water outlet, and energy-dissipating installation should be arranged in overflow water outlet, and meets design and want It asks or the regulation of relevant criterion;
Number 6: water inlet, which should be arranged, blocks dirty facility, and meets design requirement;
Number 7: filter layer material property should meet the regulation of design requirement or relevant criterion;
Number 8: perforated drain pipe aperture, percent opening should meet the regulation of design requirement or relevant criterion;
Number 9: plants landscape effect includes claimed below:
The type selecting of a plant is reasonable;
Rationally, species should be no less than 3 kinds for b collocation;
C planting density is reasonable, change fill out medium must not be exposed;
D vegetation height is reasonable;
Number 10: periodic maintenance surfacing no-sundries;
Number 11: the regulation of relevant criterion should be met with road, sponge facility, being connected for rainwater down pipe disconnecting, can be ensured Rainwater path is smooth;
Number 12: length is more than that 30m transfers type grass planting ditch, and overfall facility should meet the rule of design requirement or other standards It is fixed;
Number 13: the performance of seepy material and permeable pavement should meet the requirement of relevant criterion or specification;
Number 14: water storage volume of (regulating and storing) should meet design requirement;
Number 15: security protection and warning mark should be set;
(4) arrangement of Drainage and drainability examination: according to site inspection and documentation verify overflow well quantity, Whether position, size meet the requirements;Whether overflow port is inscribed correct;Whether overflow well drains bore, slope aspect, drainability full The emission request of sufficient design storm;Whether rain water on roof takes the modes such as rainwater down pipe disconnecting or setting sump to carry out disconnecting.
As a further improvement of the present invention, additional according to being generated after plot sponge urban construction intension and realization of goal Benefit determines that bonus point item includes " permeable pavement rate ", " roof greening rate ", " water resource utilization ", " optimization design ", " monitoring is real Apply ", " operation management ", " landscape effect investigation " and " sponge technological innovation ".
As a further improvement of the present invention, bonus point is calculated according to site inspection situation and inspection of documents result comprehensive analysis Item score value:
(1) permeable pavement technology is rationally used in plot, reduces hardened ground ratio, and permeable pavement rate should add 5 up to 10% Point, 10 points should be added more than 30%;
(2) according to construction conditions, using roof greening, Green Roof rate should add 2 points up to 10%, should add 5 points up to 20%, reach 30% should add 10 points;
(3) the plot sponge construction plan design phase implement optimization design, using modeling to sponge construction object into Row, which decomposes, should add 5 points;
(4) construction condition is made full use of, rain water collecting system is set, annual rainwater substitution water supply ratio is not less than 10%, 10 points should be added;
(5) rational position installs flow water monitoring device in plot, can be used for the examination of sponge relative close degree, Ying Jia 15 Point.Sponge facility construction is optimized and adds 10 points;
(6) the control analysis of runoff peak value is carried out, under draining and waterlogging prevention and treatment Designed recurrence period, peak flow runoff coefficient Add 5 points when should be no more than the peak flow runoff coefficient before developing;
(7) it has formulated reasonable sponge facility operation management method and that implements adds 10 points
(8) sponge City Construction Project appearance has good landscape effect, a, rainwater down pipe disconnecting, kerbstone opening, overflow Facility, rain perforaled strainer appearance are good;B, the handsome in appearance of sponge facility is merged with the preferable of external place, is covered inside facility It is smooth to cover tightly reality, planting soil;C, plant collocation rationally, type be no less than 3 kinds, plantation posture is graceful, grows fine, green with periphery Change landscape and preferably merges satisfaction above three Xiang Zhongyi plus 5 points, two plus 10 points, three plus 15 points;
(9) when using other new materials and novel sponge technology, and under while providing relevant art analysis report should meet Column regulation:
1. each bonus point is no more than 5, total score is no more than 10 points;
2. the sponge effect of each technology is not less than the other technologies of same type.
As a further improvement of the present invention, inspection of documents is to the legitimacy of file, integrality, science and timeliness It is examined;Site inspection is designed accordance inspection, the method for calculating analysis meets country by the way of the verification of scene And local sponge urban construction relevant criterion and defined requirement, by the examining report for thering is qualification testing agency to provide and construction Effective inspection data in the course of receiving are for calculating analysis.
As a further improvement of the present invention, the basic document includes following file:
(1) it approves and initiate a project, program examination and approval file;
(2) sponge Shop Drawing Design Document IT Application, the examination quality certification and examination reports;
(3) road and rainwater pipeline construction drawing and the relevant technologies file;
(4) relevant speciality as-constructed drawing (sponge engineering, rainwater pipeline, road, afforestation project, mapping specialty) electronic edition;
(5) has the facility coherent detection report that qualified testing agency provides;
(6) the project hydrology, water quality monitoring report (if any needing to provide);
(7) sponge urban construction target, index are from careful from core table;
(8) sponge urban construction controls volumetric partition from core table;
(9) sponge hidden project inspection record of acceptance;
(10) sponge subitem, partitioned project inspection of quality record;
(11) outdoor drainage pipeline pour water/water test record;
(12) partitioned project safety and functional check information verification and major function selective examination record;
(13) acceptance of engineering quality evaluation record;
(14) other associated documents.
As a further improvement of the present invention, annual flow overall control rate calculation method, specific as follows:
ηRunoff=VYear control/VAnnual rainfall×100 (A-1)
In formula: ηRunoffFor annual flow overall control rate, %;
VYear controlAmount of rainfall, m3/a are controlled for year;
VAnnual rainfallFor full total rainfall per year, m3/a;
Year, SS total amount removal rate calculated, and calculating side is specific as follows:
ηSSRunoff×ηFacility SS×100 (A-2)
In formula: ηSSFor year SS total amount removal rate, %;
ηFacility SSFor facility year SS total amount removal rate, %.
The method have the benefit that: when the present invention assesses plot sponge urban construction performance, by by Basic item that " annual flow overall control rate " and " area source pollutants removal rate " is formed, by " facility layout and scale ", " place is perpendicular To arrangement and rainwash ", the regulation item that is formed of " monomer sponge facility " and " drainage system " and by " permeable pavement rate ", " room Top green percentage ", " water resource utilization ", " optimization design ", " monitoring is implemented ", " operation management ", " landscape effect investigation " and " sponge The bonus point item that technological innovation " is formed carries out comprehensive assessment, improves plot sponge urban construction performance evaluation accuracy, meets sea The performance evaluation requirement of continuous urban construction intension and target.
Detailed description of the invention
Fig. 1 is flow diagram of the invention.
Specific embodiment
Embodiment: a kind of plot sponge urban construction performance comprehensive estimation method includes the following steps:
Step 1: it determines evaluation item, and basic document is collected according to evaluation item, obtained by the arrangement to basic document Essential information is obtained, and the construction overview of the project is summarized;
Step 2: comprehensive assessment system is established according to plot sponge urban construction target and intension:
(1) it establishes with " annual flow overall control rate " and " area source pollutants removal rate " two core Con trolling index formation Basic item;
(2) establish with " facility layout and scale ", " place is vertically arranged and rainwash ", " monomer sponge facility " and The regulation item that " drainage system " four examination items are formed;
(3) the bonus point item formed with the additional performance indicator encouraged and guided is established;
Above-mentioned basis item, regulation item and bonus point item collectively constitute the assessment element of comprehensive assessment system;
Step 3: assessing the regulation item of plot sponge urban construction and collects the number for calculating basic item modeling input According to, including area many years continuous rainfall and evaporation data, effective catchment area, permeable regional soil characteristic, sponge facility structure It makes and planar dimension, sponge facility filter layer material property and rainwater control path, based on examination plot sponge urban construction mesh Mark realizes situation and actual implementation effect, it is specified that item must satisfy the binding indicator regulation of design requirement;
Step 4: assessment acquisition " annual flow overall control rate " and " face are carried out to the basic item of plot sponge urban construction Source pollutants removal rate " data;
Step 5: the annual flow overall control rate and year area source pollutants total amount removal rate for calculating basic item are with respect to plot institute In increase rate (η) index value of regional a reference value, η=[(basic item index value/zonal basis value) -1] * 100;
Step 6: bonus point item score value is calculated according to site inspection situation, inspection of documents result comprehensive analysis;
Step 7: under the premise of basic item and regulation item meet design requirement, according to the relatively regional a reference value of basic item Increase rate (η) index value, in conjunction with bonus point item scoring event comprehensive division plot sponge urban construction performance evaluation grade, and write Performance evaluation report is write, the then project qualified for performance evaluation report does not conform to performance evaluation report by performance evaluation Lattice, then plot sponge City Construction Project is rectified and improved, is assessed again at the beginning from step again after rectification.
The grade classification of plot sponge urban construction performance evaluation is as follows:
The method that the basic item of plot sponge urban construction is assessed in step 3 are as follows: to plot sponge urban construction Scene is surveyed, is checked, and examines associated documents, in conjunction with local hydrometeorological data, is simulated using storm water model Software calculates analysis and obtains basic item index value: annual flow overall control rate, year area source pollutants total amount removal rate.
Data needed for basic item software evaluation calculates should obtain as follows:
(1) hydrologic condition is according to city of Kunshan's existing many years continuous rainfall and evaporation data.
(2) plot place is vertically arranged according to the mapping drawing that is completed, and failing offer completion mapping drawing can provide live survey Draw report.
(3) permeable regional soil characteristic is according to green soil census report, and when no correlation report takes empirical value.
(4) sponge facility construction and planar dimension are according to as-constructed drawing or construction drawing and examining report.
(5) sponge facility filter layer material property is according to examining report.
(6) rainwater control path is determined by on-site verification result.
Storm water model simulation softward includes following function:
(1) input and setting of plot sponge urban construction modeling and underlying surface, sponge infrastructure modules parameter;
(2) hydrometeorological data input;
(3) topological relation between charge for remittance subregion, sponge facility and draining node is established;
(4) basic item calculates, result exports.
The program that the regulation item of plot sponge urban construction is assessed in step 5 are as follows:
(1) facility layout and scale are verified: verifying the city zoning of plot sponge and each subregion tune according to site inspection result Situations such as storing volume, place is examined whether to combine subregion site condition and pipeline layout reasonable Arrangement sponge facility, and meet It is claimed below:
1., sponge facility finished surface be lower than periphery gathering ground;
2., sponge facility the area ratio (%) meet design requirement;
(2) place is vertically arranged and rainwash is verified: it is vertical to verify place according to site inspection and inspection of documents result Whether reasonable, whether catchment area effectively controls than (%) lower than 80%, road surface kerbstone aperture position amount of size construction if arranging Whether be vertically consistent with place, linear drainage ditch position, road slope aspect be connected with sponge facility whether meet place vertically require, Hard place is whether there is or not seeping phenomenon after whether surface runoff smooth after rainfall and moderate rain or heavy rain, linear drainage ditch and sponge facility Seam should also be equipped with anti-clogging facility, and rainwash is smooth in rainfall, and hard place ponding point is not after moderate rain or heavy rain rain At 3, road must not have seeping phenomenon in place;
(3) monomer sponge facility is verified: different assessments are set according to different facility types and are itemized, and are itemized as follows:
Note: ●: facility participates in evaluation and electing item;Zero: facility participates in evaluation and electing, does not otherwise participate in evaluation and electing as being related to;
Wherein the corresponding requirement of aforementioned number is as follows:
Number 1: facility structure should be complete, must not lack water inlet (protection against erosion), overflow well lid, observation panel (backwash);
Number 2: vertical construction should meet the regulation of design requirement or relevant criterion, and must not lead to periphery place or facility Adverse effect is generated, each vertical techonosphere of monomer facility should meet following table regulation:
Monomer sponge facility vertically constructs
Super High Retention layer Filter layer Transition zone Drainage blanket
Biological delaying basin
Concave herbaceous field
Dry type grass planting ditch
Green Roof
Number 3: sectional dimension (cross-section of river form and size, head fall, turning radius) should meet design requirement or The regulation of relevant criterion;
Number 4: meet the rule of design requirement or relevant criterion with periphery place natural sparse model, slope stability and the gradient It is fixed;
Number 5: should be arranged overflow well or overflow water outlet, and energy-dissipating installation should be arranged in overflow water outlet, and meets design and want It asks or the regulation of relevant criterion;
Number 6: water inlet, which should be arranged, blocks dirty facility, and meets design requirement;
Number 7: filter layer material property should meet the regulation of design requirement or relevant criterion;
Number 8: perforated drain pipe aperture, percent opening should meet the regulation of design requirement or relevant criterion;
Number 9: plants landscape effect includes claimed below:
The type selecting of a plant is reasonable;
Rationally, species should be no less than 3 kinds for b collocation;
C planting density is reasonable, change fill out medium must not be exposed;
D vegetation height is reasonable;
Number 10: periodic maintenance surfacing no-sundries;
Number 11: the regulation of relevant criterion should be met with road, sponge facility, being connected for rainwater down pipe disconnecting, can be ensured Rainwater path is smooth;
Number 12: length is more than that 30m transfers type grass planting ditch, and overfall facility should meet the rule of design requirement or other standards It is fixed;
Number 13: the performance of seepy material and permeable pavement should meet the requirement of relevant criterion or specification;
Number 14: water storage volume of (regulating and storing) should meet design requirement;
Number 15: security protection and warning mark should be set;
(4) arrangement of Drainage and drainability examination: according to site inspection and documentation verify overflow well quantity, Whether position, size meet the requirements;Whether overflow port is inscribed correct;Whether overflow well drains bore, slope aspect, drainability full The emission request of sufficient design storm;Whether rain water on roof takes the modes such as rainwater down pipe disconnecting or setting sump to carry out disconnecting.
According to the additional benefit generated after plot sponge urban construction intension and realization of goal, determine that bonus point item includes " thoroughly Water is mated formation rate ", " roof greening rate ", " water resource utilization ", " optimization design ", " monitoring is implemented ", " operation management ", " landscape effect Fruit is investigated " and " sponge technological innovation ".
Bonus point item score value is calculated according to site inspection situation and inspection of documents result comprehensive analysis:
(1) permeable pavement technology is rationally used in plot, reduces hardened ground ratio, and permeable pavement rate should add 5 up to 10% Point, 10 points should be added more than 30%;
(2) according to construction conditions, using roof greening, Green Roof rate should add 2 points up to 10%, should add 5 points up to 20%, reach 30% should add 10 points;
(3) the plot sponge construction plan design phase implement optimization design, using modeling to sponge construction object into Row, which decomposes, should add 5 points;
(4) construction condition is made full use of, rain water collecting system is set, annual rainwater substitution water supply ratio is not less than 10%, 10 points should be added;
(5) rational position installs flow water monitoring device in plot, can be used for the examination of sponge relative close degree, Ying Jia 15 Point.Sponge facility construction is optimized and adds 10 points;
(6) the control analysis of runoff peak value is carried out, under draining and waterlogging prevention and treatment Designed recurrence period, peak flow runoff coefficient Add 5 points when should be no more than the peak flow runoff coefficient before developing;
(7) it has formulated reasonable sponge facility operation management method and that implements adds 10 points
(8) sponge City Construction Project appearance has good landscape effect, a, rainwater down pipe disconnecting, kerbstone opening, overflow Facility, rain perforaled strainer appearance are good;B, the handsome in appearance of sponge facility is merged with the preferable of external place, is covered inside facility It is smooth to cover tightly reality, planting soil;C, plant collocation rationally, type be no less than 3 kinds, plantation posture is graceful, grows fine, green with periphery Change landscape and preferably merges satisfaction above three Xiang Zhongyi plus 5 points, two plus 10 points, three plus 15 points;
(9) when using other new materials and novel sponge technology, and under while providing relevant art analysis report should meet Column regulation:
1. each bonus point is no more than 5, total score is no more than 10 points;
2. the sponge effect of each technology is not less than the other technologies of same type.
Inspection of documents is to examine the legitimacy of file, integrality, science and timeliness;Site inspection is using existing The mode of field verification, is designed accordance inspection, and the method for calculating analysis meets country and local sponge urban construction is related Standard and defined requirement, by effective inspection number during the examining report and delivery receiving acceptance that there is qualification testing agency to provide According to for calculating analysis.
The basic document includes following file:
(1) it approves and initiate a project, program examination and approval file;
(2) sponge Shop Drawing Design Document IT Application, the examination quality certification and examination reports;
(3) road and rainwater pipeline construction drawing and the relevant technologies file;
(4) relevant speciality as-constructed drawing (sponge engineering, rainwater pipeline, road, afforestation project, mapping specialty) electronic edition;
(5) has the facility coherent detection report that qualified testing agency provides;
(6) the project hydrology, water quality monitoring report (if any needing to provide);
(7) sponge urban construction target, index are from careful from core table;
(8) sponge urban construction controls volumetric partition from core table;
(9) sponge hidden project inspection record of acceptance;
(10) sponge subitem, partitioned project inspection of quality record;
(11) outdoor drainage pipeline pour water/water test record;
(12) partitioned project safety and functional check information verification and major function selective examination record;
(13) acceptance of engineering quality evaluation record;
(14) other associated documents.
Annual flow overall control rate calculation method, specific as follows:
ηRunoff=VYear control/VAnnual rainfall×100 (A-1)
In formula: ηRunoffFor annual flow overall control rate, %;
VYear controlAmount of rainfall, m3/a are controlled for year;
VAnnual rainfallFor full total rainfall per year, m3/a;
Year, SS total amount removal rate calculated, and calculating side is specific as follows:
ηSSRunoff×ηFacility SS×100 (A-2)
In formula: ηSSFor year SS total amount removal rate, %;
ηFacility SSFor facility year SS total amount removal rate, %.
Embodiment 1: using the sponge urban construction of city of Kunshan newly-built community plot as embodiment, the step that provides according to the present invention Suddenly comprehensive assessment is carried out to its performance, assessment situation is as follows:
Final analysis assessment is as follows:

Claims (10)

1. a kind of plot sponge urban construction performance comprehensive estimation method, it is characterized in that: include the following steps:
Step 1: it determines evaluation item, and basic document is collected according to evaluation item, base is obtained by the arrangement to basic document This information, and the construction overview of the project is summarized;
Step 2: comprehensive assessment system is established according to plot sponge urban construction target and intension:
(1) basis formed with " annual flow overall control rate " and " area source pollutants removal rate " two core Con trolling index is established ?;
(2) it establishes with " facility layout and scale ", " place is vertically arranged and rainwash ", " monomer sponge facility " and " draining The regulation item that system " four examination items are formed;
(3) the bonus point item formed with the additional performance indicator encouraged and guided is established;
Above-mentioned basis item, regulation item and bonus point item collectively constitute the assessment element of comprehensive assessment system;
Step 3: assessing the regulation item of plot sponge urban construction and collects the data for calculating basic item modeling input, Including regional rainfall continuous for many years and evaporation data, effective catchment area, permeable regional soil characteristic, sponge facility construction and Planar dimension, sponge facility filter layer material property and rainwater control path, it is real based on examination plot sponge urban construction target Existing situation and actual implementation effect are, it is specified that item must satisfy the binding indicator regulation of design requirement;
Step 4: assessment acquisition " annual flow overall control rate " is carried out to the basic item of plot sponge urban construction and " face source is dirty Contaminate object removal rate " data;
Step 5: the annual flow overall control rate and year area source pollutants total amount removal rate for calculating basic item are with respect to plot location Increase rate (η) index value of area's a reference value, η=[(basic item index value/zonal basis value) -1] * 100;
Step 6: bonus point item score value is calculated according to site inspection situation, inspection of documents result comprehensive analysis;
Step 7: under the premise of basic item and regulation item meet design requirement, according to mentioning for basic item regional a reference value relatively High rate (η) index value in conjunction with bonus point item scoring event comprehensive division plot sponge urban construction performance evaluation grade, and writes achievement Assessment report is imitated, the then project qualified for performance evaluation report passes through performance evaluation, and it is underproof for performance evaluation report, Then plot sponge City Construction Project is rectified and improved, is assessed again at the beginning from step again after rectification.
2. plot sponge urban construction performance comprehensive estimation method according to claim 1, it is characterized in that: to plot sponge The grade classification of urban construction performance evaluation is as follows:
3. plot sponge urban construction performance comprehensive estimation method according to claim 1, it is characterized in that: it is right in step 3 The method that the basic item of plot sponge urban construction is assessed are as follows: plot sponge urban construction scene is surveyed, is checked, And associated documents are examined, in conjunction with local hydrometeorological data, analysis is calculated using storm water model simulation softward and obtains base Plinth item index value: annual flow overall control rate, year area source pollutants total amount removal rate.
4. plot sponge urban construction performance comprehensive estimation method according to claim 3, it is characterized in that: storm water model mould Quasi- software includes following function:
(1) input and setting of plot sponge urban construction modeling and underlying surface, sponge infrastructure modules parameter;
(2) hydrometeorological data input;
(3) topological relation between charge for remittance subregion, sponge facility and draining node is established;
(4) basic item calculates, result exports.
5. plot sponge urban construction performance comprehensive estimation method according to claim 1, it is characterized in that: it is right in step 5 The program that the regulation item of plot sponge urban construction is assessed are as follows:
(1) facility layout and scale are verified: verifying the city zoning of plot sponge according to site inspection result and each subregion is regulated and stored appearance Situations such as accumulating, place is examined whether to combine subregion site condition and pipeline layout reasonable Arrangement sponge facility, and meet following It is required that:
1., sponge facility finished surface be lower than periphery gathering ground;
2., sponge facility the area ratio (%) meet design requirement;
(2) place is vertically arranged and rainwash is verified: being verified place according to site inspection and inspection of documents result and is vertically arranged Rationally whether, whether catchment area effectively controls than (%) lower than 80%, and whether road surface kerbstone aperture position amount of size construction Vertically be consistent with place, linear drainage ditch position, road slope aspect be connected with sponge facility whether meet place vertically require, rainfall Whether there is or not seeping phenomenons in hard place after whether surface runoff smooth afterwards and moderate rain or heavy rain;
(3) monomer sponge facility is verified: different assessments are set according to different facility types and are itemized, and are itemized as follows:
Note: ●: facility participates in evaluation and electing item;Zero: facility participates in evaluation and electing, does not otherwise participate in evaluation and electing as being related to;
Wherein the corresponding requirement of aforementioned number is as follows:
Number 1: facility structure should be complete, must not lack water inlet (protection against erosion), overflow well lid, observation panel (backwash);
Number 2: vertical construction should meet the regulation of design requirement or relevant criterion, and periphery place or facility must not be caused to generate Adverse effect, each vertical techonosphere of monomer facility should meet following table regulation:
Monomer sponge facility vertically constructs
Super High Retention layer Filter layer Transition zone Drainage blanket Biological delaying basin Concave herbaceous field Dry type grass planting ditch Green Roof
Number 3: sectional dimension (cross-section of river form to size, head fall, turning radius) should meet design requirement or related The regulation of standard;
Number 4: meet the regulation of design requirement or relevant criterion with periphery place natural sparse model, slope stability and the gradient;
Number 5: should be arranged overflow well or overflow water outlet, and energy-dissipating installation should be arranged in overflow water outlet, and meet design requirement or The regulation of relevant criterion;
Number 6: water inlet, which should be arranged, blocks dirty facility, and meets design requirement;
Number 7: filter layer material property should meet the regulation of design requirement or relevant criterion;
Number 8: perforated drain pipe aperture, percent opening should meet the regulation of design requirement or relevant criterion;
Number 9: plants landscape effect includes claimed below:
The type selecting of a plant is reasonable;
Rationally, species should be no less than 3 kinds for b collocation;
C planting density is reasonable, change fill out medium must not be exposed;
D vegetation height is reasonable;
Number 10: periodic maintenance surfacing no-sundries;
Number 11: the regulation of relevant criterion should be met with road, sponge facility, being connected for rainwater down pipe disconnecting, can ensure rainwater Path is smooth;
Number 12: length is more than that 30m transfers type grass planting ditch, and overfall facility should meet the regulation of design requirement or other standards;
Number 13: the performance of seepy material and permeable pavement should meet the requirement of relevant criterion or specification;
Number 14: water storage volume of (regulating and storing) should meet design requirement;
Number 15: security protection and warning mark should be set;
(4) quantity of overflow well, position arrangement of Drainage and drainability examination: are verified according to site inspection and documentation It sets, whether size meets the requirements;Whether overflow port is inscribed correct;Whether overflow well draining bore, slope aspect, drainability meet The emission request of design storm;Whether rain water on roof takes the modes such as rainwater down pipe disconnecting or setting sump to carry out disconnecting.
6. plot sponge urban construction performance comprehensive estimation method according to claim 1, it is characterized in that: according to plot sea The additional benefit generated after continuous urban construction intension and realization of goal determines that bonus point item includes " permeable pavement rate ", " roof greening Rate ", " water resource utilization ", " optimization design ", " monitoring is implemented ", " operation management ", " landscape effect investigation " and " sponge technology wound Newly ".
7. plot sponge urban construction performance comprehensive estimation method according to claim 6, it is characterized in that: according to scene inspection It looks into situation and inspection of documents result comprehensive analysis calculates bonus point item score value:
(1) permeable pavement technology is rationally used in plot, reduces hardened ground ratio, and permeable pavement rate should add 5 points up to 10%, surpass Should be added by crossing 30% by 10 points;
(2) according to construction conditions, using roof greening, Green Roof rate should add 2 points up to 10%, should add 5 points up to 20%, up to 30% 10 points should be added;
(3) the plot sponge construction plan design phase implements optimization design, is divided using modeling sponge construction object Xie Yingjia 5 divides;
(4) construction condition is made full use of, rain water collecting system is set, annual rainwater substitution water supply ratio is not less than 10%, Ying Jia 10 points;
(5) rational position installs flow water monitoring device in plot, can be used for the examination of sponge relative close degree, and Ying Jia 15 divides.It is right Sponge facility construction, which optimizes, adds 10 points;
(6) the control analysis of runoff peak value is carried out, under draining and waterlogging prevention and treatment Designed recurrence period, peak flow runoff coefficient should not Add 5 points when more than peak flow runoff coefficient before exploitation;
(7) it has formulated reasonable sponge facility operation management method and that implements adds 10 points
(8) sponge City Construction Project appearance have good landscape effect, a, rainwater down pipe disconnecting, kerbstone opening, overfall facility, Rain perforaled strainer appearance is good;B, the handsome in appearance of sponge facility is merged with the preferable of external place, and covering is tight inside facility In fact, planting soil is smooth;C, plant collocation rationally, type be no less than 3 kinds, plantation posture is graceful, grows fine, and afforests scape with periphery It sees preferably fusion and meets above three Xiang Zhongyi plus 5 points, two plus 10 points, three plus 15 points;
(9) when using other new materials and novel sponge technology, and while providing relevant art analysis report, should meet following rule It is fixed:
1. each bonus point of is no more than 5, total score is no more than 10 points;
2. the sponge effect of each technology is not less than the other technologies of same type.
8. plot sponge urban construction performance comprehensive estimation method according to claim 1, it is characterized in that: inspection of documents is The legitimacy of file, integrality, science and timeliness are examined;Site inspection is carried out by the way of the verification of scene Accordance inspection is designed, the method for calculating analysis meets country and local sponge urban construction relevant criterion and defined requirement, Effective inspection data during the examining report and delivery receiving acceptance that have qualification testing agency to provide are used to calculate analysis.
9. plot sponge urban construction performance comprehensive estimation method according to claim 1, it is characterized in that: the basic money Material includes following file:
(1) it approves and initiate a project, program examination and approval file;
(2) sponge Shop Drawing Design Document IT Application, the examination quality certification and examination reports;
(3) road and rainwater pipeline construction drawing and the relevant technologies file;
(4) relevant speciality as-constructed drawing (sponge engineering, rainwater pipeline, road, afforestation project, mapping specialty) electronic edition;
(5) has the facility coherent detection report that qualified testing agency provides;
(6) the project hydrology, water quality monitoring report (if any needing to provide);
(7) sponge urban construction target, index are from careful from core table;
(8) sponge urban construction controls volumetric partition from core table;
(9) sponge hidden project inspection record of acceptance;
(10) sponge subitem, partitioned project inspection of quality record;
(11) outdoor drainage pipeline pour water/water test record;
(12) partitioned project safety and functional check information verification and major function selective examination record;
(13) acceptance of engineering quality evaluation record;
(14) other associated documents.
10. plot sponge urban construction performance comprehensive estimation method according to claim 1, it is characterized in that:
Annual flow overall control rate calculation method, specific as follows:
ηRunoff=VYear control/VAnnual rainfall×100 (A-1)
In formula: ηRunoffFor annual flow overall control rate, %;
VYear controlAmount of rainfall, m3/a are controlled for year;
VAnnual rainfallFor full total rainfall per year, m3/a;
Year, SS total amount removal rate calculated, and calculating side is specific as follows:
ηSSRunoff×ηFacility SS×100 (A-2)
In formula: ηSSFor year SS total amount removal rate, %;
ηFacility SSFor facility year SS total amount removal rate, %.
CN201811493460.7A 2018-12-04 2018-12-04 Plot sponge urban construction performance comprehensive estimation method Pending CN109657948A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811493460.7A CN109657948A (en) 2018-12-04 2018-12-04 Plot sponge urban construction performance comprehensive estimation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811493460.7A CN109657948A (en) 2018-12-04 2018-12-04 Plot sponge urban construction performance comprehensive estimation method

Publications (1)

Publication Number Publication Date
CN109657948A true CN109657948A (en) 2019-04-19

Family

ID=66112867

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811493460.7A Pending CN109657948A (en) 2018-12-04 2018-12-04 Plot sponge urban construction performance comprehensive estimation method

Country Status (1)

Country Link
CN (1) CN109657948A (en)

Cited By (18)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110378611A (en) * 2019-07-25 2019-10-25 泰华智慧产业集团股份有限公司 Sponge control index based on GIS examines and appraisal procedure and system
CN110378620A (en) * 2019-07-29 2019-10-25 四川省建筑设计研究院 The low influence exploitation design of one kind and appraisal procedure and system
CN111141539A (en) * 2020-01-14 2020-05-12 北京清控人居环境研究院有限公司 Wisdom evaluation system of sponge facility effect under artificial rainfall situation
CN111275283A (en) * 2019-12-20 2020-06-12 北京林业大学 On-line computing platform for landscape performance
CN111881537A (en) * 2020-08-10 2020-11-03 哈尔滨工业大学 Sponge construction effect evaluation method based on gray-green fusion
CN112016179A (en) * 2020-09-04 2020-12-01 中国水利水电科学研究院 Coupling method of sponge urban facility evaluation model and urban rainfall flood model
CN112288127A (en) * 2020-09-10 2021-01-29 中国市政工程华北设计研究总院有限公司 Drainage system matching evaluation method and platform
CN112836985A (en) * 2021-02-26 2021-05-25 澜途集思生态科技集团有限公司 Sponge city comprehensive evaluation method
CN112907047A (en) * 2021-02-03 2021-06-04 深圳市创环环保科技有限公司 Sponge city performance evaluation system
CN112905721A (en) * 2019-12-03 2021-06-04 中国电建集团西北勘测设计研究院有限公司 Database system for sponge city construction projects
CN112906950A (en) * 2021-02-03 2021-06-04 深圳市创环环保科技有限公司 Sponge city planning and designing system
CN113379299A (en) * 2021-06-28 2021-09-10 哈尔滨工业大学 Model-based method for evaluating combined overflow pollution condition
CN113947301A (en) * 2021-10-13 2022-01-18 广东巍智科技有限公司 Sponge city project evaluation method and device, terminal equipment and storage medium
CN114118842A (en) * 2021-12-01 2022-03-01 悉地(苏州)勘察设计顾问有限公司 Sponge city construction engineering design examination system
CN114662921A (en) * 2022-03-24 2022-06-24 深圳市深水水务咨询有限公司 Sponge city construction method and system based on basin management
CN115270525A (en) * 2022-09-27 2022-11-01 武汉市规划研究院 Method and system for constructing dual EXP function runoff coefficient design model
CN115796633A (en) * 2022-09-30 2023-03-14 北京大学深圳研究生院 Urban rural land utilization comprehensive improvement performance assessment method and system
CN116109206A (en) * 2023-03-30 2023-05-12 珠海市清创生态环境有限公司 Construction effect evaluation method and device for sponge facility, terminal and storage medium

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130311145A1 (en) * 2004-07-28 2013-11-21 Blueridge Analytics, Inc. Computer-implemented land planning system and method designed to generate at least one conceptual fit solution to a user-defined land development problem

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130311145A1 (en) * 2004-07-28 2013-11-21 Blueridge Analytics, Inc. Computer-implemented land planning system and method designed to generate at least one conceptual fit solution to a user-defined land development problem

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
贺文彦等: "海绵城市试点区域内面源污染发生过程及其对水体污染负荷贡献评估", 《环境科学学报》 *
閤超成: "海绵城市评价体系构建及应用", 《中国优秀硕士学位论文全文数据库 工程科技II辑》 *

Cited By (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110378611A (en) * 2019-07-25 2019-10-25 泰华智慧产业集团股份有限公司 Sponge control index based on GIS examines and appraisal procedure and system
CN110378620A (en) * 2019-07-29 2019-10-25 四川省建筑设计研究院 The low influence exploitation design of one kind and appraisal procedure and system
CN110378620B (en) * 2019-07-29 2022-06-03 四川省建筑设计研究院有限公司 Low-impact development design and evaluation method and system
CN112905721A (en) * 2019-12-03 2021-06-04 中国电建集团西北勘测设计研究院有限公司 Database system for sponge city construction projects
CN111275283A (en) * 2019-12-20 2020-06-12 北京林业大学 On-line computing platform for landscape performance
CN111141539A (en) * 2020-01-14 2020-05-12 北京清控人居环境研究院有限公司 Wisdom evaluation system of sponge facility effect under artificial rainfall situation
CN111881537A (en) * 2020-08-10 2020-11-03 哈尔滨工业大学 Sponge construction effect evaluation method based on gray-green fusion
CN111881537B (en) * 2020-08-10 2024-02-20 哈尔滨工业大学 Sponge construction effect evaluation method based on gray-green fusion
CN112016179A (en) * 2020-09-04 2020-12-01 中国水利水电科学研究院 Coupling method of sponge urban facility evaluation model and urban rainfall flood model
CN112288127A (en) * 2020-09-10 2021-01-29 中国市政工程华北设计研究总院有限公司 Drainage system matching evaluation method and platform
CN112288127B (en) * 2020-09-10 2023-09-19 中国市政工程华北设计研究总院有限公司 Drainage system matching evaluation method and platform
CN112907047A (en) * 2021-02-03 2021-06-04 深圳市创环环保科技有限公司 Sponge city performance evaluation system
CN112906950A (en) * 2021-02-03 2021-06-04 深圳市创环环保科技有限公司 Sponge city planning and designing system
CN112906950B (en) * 2021-02-03 2023-06-27 深圳市创环环保科技有限公司 Sponge city planning and designing system
CN112836985A (en) * 2021-02-26 2021-05-25 澜途集思生态科技集团有限公司 Sponge city comprehensive evaluation method
CN113379299B (en) * 2021-06-28 2022-11-11 哈尔滨工业大学 Model-based method for evaluating combined overflow pollution condition
CN113379299A (en) * 2021-06-28 2021-09-10 哈尔滨工业大学 Model-based method for evaluating combined overflow pollution condition
CN113947301B (en) * 2021-10-13 2022-09-13 广东巍智科技有限公司 Sponge city project evaluation method and device, terminal equipment and storage medium
CN113947301A (en) * 2021-10-13 2022-01-18 广东巍智科技有限公司 Sponge city project evaluation method and device, terminal equipment and storage medium
CN114118842A (en) * 2021-12-01 2022-03-01 悉地(苏州)勘察设计顾问有限公司 Sponge city construction engineering design examination system
CN114662921A (en) * 2022-03-24 2022-06-24 深圳市深水水务咨询有限公司 Sponge city construction method and system based on basin management
CN115270525A (en) * 2022-09-27 2022-11-01 武汉市规划研究院 Method and system for constructing dual EXP function runoff coefficient design model
CN115796633A (en) * 2022-09-30 2023-03-14 北京大学深圳研究生院 Urban rural land utilization comprehensive improvement performance assessment method and system
CN115796633B (en) * 2022-09-30 2023-08-08 北京大学深圳研究生院 Urban village land utilization comprehensive renovation performance evaluation method and system
CN116109206A (en) * 2023-03-30 2023-05-12 珠海市清创生态环境有限公司 Construction effect evaluation method and device for sponge facility, terminal and storage medium

Similar Documents

Publication Publication Date Title
CN109657948A (en) Plot sponge urban construction performance comprehensive estimation method
CN110378611A (en) Sponge control index based on GIS examines and appraisal procedure and system
Chikhi et al. Review of Sponge City implementation in China: Performance and policy
Mockler et al. Pathways project final report volume 4: catchment modelling tool
Jayasooriya et al. Development of a framework for the valuation of Eco-System Services of Green Infrastructure
Coville et al. Loss of street trees predicted to cause 6000 L/tree increase in leaf-on stormwater runoff for Great Lakes urban sewershed
Farzana et al. Application of swat model for assessing water availability in Surma River basin
Kolekar et al. Site selection of water conservation measures by using RS and GIS: a review
CN113449435B (en) Multi-objective optimization method for sponge city engineering design
Myers et al. Implementing Water Sensitive Urban Design in Stormwater Management Plans
Desta Reservoir siltation in Ethiopia: Causes, source areas, and management options
Yu Assessment of the physical, socioeconomic and climatic constraints on green infrastructure
Imteaz et al. Experimental and mathematical modelling study on clogging behaviour of bioretention systems
Abubakar Sustainable Management of Storm Water Generation in a Fast Urbanizing Residential Area: A Case Study of Malete, Nigeria
Chen et al. Impact of Urbanization on Hydrological Processes: A Case Study of Xinji River in Southern China
Chikhi et al. corrected Proof
Molla et al. Assessment of and Solutions to the Stormwater Management System of Auburn University Campus in Auburn, Alabama
Water Green infrastructure stormwater retention performance
Chowdhury Effects of Land Use, Its Management and Rainfall Variability on Stormwater Runoff in Urban, Agricultural and Mixed-Use Watersheds
Xu et al. Exploring the Hydrological Benefits of a Lid-Based Stormwater Park at the Block-Level: A Case Study in Nanjing, China
AL-Samawi The impacts of land-use change on Runoff characteristics from the IWRM perspective: A case study in Wadi Al-Mulaikhy Sub-watershed in
Castle Geodatabases in design: a floodplain analysis of Little Kitten Creek
Shadeed et al. Management Options of Wadi Faria Baseflow
Zulal ASSESSMENT OF LAND USE CHANGE IMPACTS ON HYDROLOGICAL PARAMETERS IN PORSUK RIVER BASIN TURKEY
Aimino The Effect of Record Length and Duration on Continuous Modeling to Design Stormwater Control Measures

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