Analysis of scoring criteria for flood control capacity
| Indicator name | Quantification basis | Scoring criteria | Data source |
|---|---|---|---|
| Design flood frequency | Scientific basis of flood frequency selection: | Scoring criteria based on the scientific basis, alignment and compliance of design flood frequency: | • Project design documents and basis for flood frequency selection |
| • Whether the design flood frequency (e.g. 10-year, 50-year, 100-year recurrence intervals) is rationally determined based on local historical flood data and watershed characteristics | • 2 points: no clearly defined design flood frequency or significant deviation from regulatory requirements | • Historical flood data and watershed analysis reports | |
| Alignment between frequency and project significance: | • 4 points: partial deviation in design flood frequency or mismatch with project significance | • National and local flood control design standards | |
| • Whether the design flood frequency matches the functional requirements, scale, and socioeconomic importance of the project | • 6 points: relatively reasonable design flood frequency, generally compliant with regulations | ||
| Compliance with regulatory standards | • 8 points: reasonable design flood frequency, fully compliant with regulations and well-matched to project significance | ||
| • 10 points: scientifically precise design flood frequency, fully compliant with regulations and highly aligned with project requirements | |||
| Bridge/culvert clearance and foundation embedment depth | Hydraulic capacity compliance | Scoring criteria based on hydraulic capacity, foundation depth and code compliance: | • Bridge and culvert design drawings and technical specifications |
| • Whether the bridge/culvert opening size adequately accommodates the design discharge capacity without compromising flood conveyance efficiency | • 2 Points (noncompliant): inadequate opening dimensions (hydraulic deficiency), improper foundation embedment depth, nonconformance with design codes | • Discharge calculation and geological survey reports | |
| Foundation embedment rationality | • 4 Points (marginally compliant): partial match between opening size and design discharge, suboptimal foundation depth, basic compliance with major code requirements | • Construction and acceptance records | |
| • Whether foundation depth satisfies geotechnical requirements and meets antiscour/settlement prevention design criteria | • 6 Points (acceptable): generally adequate hydraulic capacity, reasonable foundation design, compliance with essential code provisions | ||
| Regulatory conformance | • 8 Points (good): well-matched opening dimensions to flow requirements, code-compliant foundation depth, meets all standard design criteria | ||
| • Compliance with relevant standards including: | • 10 Points (excellent): optimal hydraulic performance, scientifically determined foundation parameters, full compliance with all technical specifications, exceeds standard design requirements | ||
| Railway bridge and culvert design specifications | |||
| Embankment slope stability | • Slope design rationality: whether the slope gradient and soil reinforcement measures meet stability requirements, and whether the design is appropriately tailored to the slope type | Slope stability performance scoring system | • Slope design drawings and stability analysis report |
| • Effectiveness of drainage system: whether slope drainage facilities have been designed and implemented to mitigate the effects of rainwater infiltration and surface runoff | • 2 Points (critical deficiency): noncompliant slope design parameters, absence of functional drainage infrastructure, failure to meet minimum stability requirements | • Drainage system design and implementation records | |
| • Slope stability evaluation: whether the reliability of the slope design has been verified through stability analysis (e.g. calculation of slope safety factors) | • 4 Points (marginal performance): partially adequate slope geometry, basic but insufficient drainage provisions, meets minimum stability thresholds | • On-site monitoring and slope sliding risk assessment report | |
| • 6 Points (Standard Compliance): properly engineered slope configuration, complete drainage system installation, satisfies all regulatory stability criteria | |||
| • 8 Points (enhanced performance): optimized slope design parameters, effective drainage system operation, demonstrates above-average stability factors | |||
| • 10 Points (exemplary design): scientifically validated slope geometry, high-efficiency drainage solutions, exceeds all stability performance benchmarks |
| Indicator name | Quantification basis | Scoring criteria | Data source |
|---|---|---|---|
| Design flood frequency | Scientific basis of flood frequency selection: | Scoring criteria based on the scientific basis, alignment and compliance of design flood frequency: | • Project design documents and basis for flood frequency selection |
| • Whether the design flood frequency (e.g. 10-year, 50-year, 100-year recurrence intervals) is rationally determined based on local historical flood data and watershed characteristics | • 2 points: no clearly defined design flood frequency or significant deviation from regulatory requirements | • Historical flood data and watershed analysis reports | |
| Alignment between frequency and project significance: | • 4 points: partial deviation in design flood frequency or mismatch with project significance | • National and local flood control design standards | |
| • Whether the design flood frequency matches the functional requirements, scale, and socioeconomic importance of the project | • 6 points: relatively reasonable design flood frequency, generally compliant with regulations | ||
| Compliance with regulatory standards | • 8 points: reasonable design flood frequency, fully compliant with regulations and well-matched to project significance | ||
| • 10 points: scientifically precise design flood frequency, fully compliant with regulations and highly aligned with project requirements | |||
| Bridge/culvert clearance and foundation embedment depth | Hydraulic capacity compliance | Scoring criteria based on hydraulic capacity, foundation depth and code compliance: | • Bridge and culvert design drawings and technical specifications |
| • Whether the bridge/culvert opening size adequately accommodates the design discharge capacity without compromising flood conveyance efficiency | • 2 Points (noncompliant): inadequate opening dimensions (hydraulic deficiency), improper foundation embedment depth, nonconformance with design codes | • Discharge calculation and geological survey reports | |
| Foundation embedment rationality | • 4 Points (marginally compliant): partial match between opening size and design discharge, suboptimal foundation depth, basic compliance with major code requirements | • Construction and acceptance records | |
| • Whether foundation depth satisfies geotechnical requirements and meets antiscour/settlement prevention design criteria | • 6 Points (acceptable): generally adequate hydraulic capacity, reasonable foundation design, compliance with essential code provisions | ||
| Regulatory conformance | • 8 Points (good): well-matched opening dimensions to flow requirements, code-compliant foundation depth, meets all standard design criteria | ||
| • Compliance with relevant standards including: | • 10 Points (excellent): optimal hydraulic performance, scientifically determined foundation parameters, full compliance with all technical specifications, exceeds standard design requirements | ||
| Railway bridge and culvert design specifications | |||
| Embankment slope stability | • Slope design rationality: whether the slope gradient and soil reinforcement measures meet stability requirements, and whether the design is appropriately tailored to the slope type | Slope stability performance scoring system | • Slope design drawings and stability analysis report |
| • Effectiveness of drainage system: whether slope drainage facilities have been designed and implemented to mitigate the effects of rainwater infiltration and surface runoff | • 2 Points (critical deficiency): noncompliant slope design parameters, absence of functional drainage infrastructure, failure to meet minimum stability requirements | • Drainage system design and implementation records | |
| • Slope stability evaluation: whether the reliability of the slope design has been verified through stability analysis (e.g. calculation of slope safety factors) | • 4 Points (marginal performance): partially adequate slope geometry, basic but insufficient drainage provisions, meets minimum stability thresholds | • On-site monitoring and slope sliding risk assessment report | |
| • 6 Points (Standard Compliance): properly engineered slope configuration, complete drainage system installation, satisfies all regulatory stability criteria | |||
| • 8 Points (enhanced performance): optimized slope design parameters, effective drainage system operation, demonstrates above-average stability factors | |||
| • 10 Points (exemplary design): scientifically validated slope geometry, high-efficiency drainage solutions, exceeds all stability performance benchmarks |
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