手法を比較
選択した手法を並べて確認できます。異なる行はハイライト表示されます。
| 舗装ME設計× | Unit Hydrograph× | |
|---|---|---|
| 分野 | 土木工学 | 土木工学 |
| 系統 | Process / pipeline | Process / pipeline |
| 提唱年≠ | 2008 | 1932 |
| 提唱者≠ | AASHTO (American Association of State Highway and Transportation Officials) | L. K. Sherman |
| 種類≠ | Performance-prediction model for asphalt pavement design | Linear transformation from rainfall to streamflow |
| 原典≠ | AASHTO (2008). Mechanistic-Empirical Pavement Design Guide: A Manual of Practice. American Association of State Highway and Transportation Officials. link ↗ | Sherman, L. K. (1932). Streamflow from rainfall by the unit graph method. Engineering News-Record, 108(14), 501-505. link ↗ |
| 別名 | MEPDG, Pavement design, Fatigue and rutting | UH, Rainfall-runoff, Hydrograph synthesis |
| 関連 | 3 | 3 |
| 概要≠ | The Mechanistic-Empirical Pavement Design Guide (MEPDG or Pavement ME) is a modern method for designing asphalt pavements that predicts performance (rutting, cracking) using mechanistic stress analysis combined with empirical distress models. Developed by AASHTO in 2008 as a successor to the 1993 AASHTO Empirical Guide, this approach provides better accuracy and enables climate-based, site-specific design. | The unit hydrograph (UH) is a linear transformation that converts rainfall excess into streamflow for a watershed. Introduced by Sherman in 1932, the UH assumes that rainfall-runoff response is linear and time-invariant, enabling synthesis of flood hydrographs from design storms for dam spillway design and flood risk assessment. |
| ScholarGateデータセット ↗ |
|
|