National floodplain mapping: Datasets and methods - 160,000 km in 12 months

被引:29
作者
Bradbrook, K
Waller, S
Morris, D
机构
[1] JBA Consulting, Skipton BD23 3AE, N Yorkshire, England
[2] Ctr Ecol & Hydrol, Wallingford OX10 8BB, Oxon, England
关键词
automated floodplain mapping; 2-dimensional raster model; normal depth calculation; flood estimation handbook; synthetic aperture radar;
D O I
10.1007/s11069-004-4544-9
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
This paper describes two projects requiring production of national floodplain maps for England and Wales - some 80,000 km of river. The novel solutions developed have brought together a national Digital Elevation Model (DEM), automatically-generated peak flow estimates at intervals along the watercourses and two alternative methods of calculating the outlines: normal depth calculation; and a purpose-built 2-dimensional raster-based floodplain model, JFLOW. The DEM was derived using Interferometric Synthetic Aperture Radar (IFSAR) techniques and has a vertical precision of +/- 0.5 m-1.0 m (RMSE) and a 5 m horizontal resolution. The flow estimates were derived by automating Flood Estimation Handbook (FEH) techniques. The normal depth calculations are applied at a number of discrete cross-sections with linear interpolation between to form a 3-dimensional water surface. This is overlain on the DEM to produce the flood outline. Careful manual checking is required at a number of stages. The JFLOW model is based on a discretised form of the 2-dimensional diffusive wave equation and directly simulates the flood outline in a series of overlapping short (1 km) reaches. Flood outlines from the overlapping reaches are merged to produce the overall flood envelope. The model has been written to work as a screen-saver, allowing distributed processing across all computers in an office and manual intervention is minimal. In simple valley situations both methods give similar results, but show differences in more complex areas. Each has advantages and disadvantages, but both have been shown to be a practicable solution to allow production of 160,000 km of flood outline in 12 months.
引用
收藏
页码:103 / 123
页数:21
相关论文
共 15 条
  • [1] [Anonymous], 1999, FLOOD ESTIMATION HDB
  • [2] BRADBROOK KE, 2004, J RIVER BASIN MANAGE, V2, P211
  • [3] COLEMAN D, 2001, EARTH OBSERVAT M NOV, P30
  • [4] *DTLR, 2001, 25 DTLR
  • [5] DISCHARGE PREDICTION, PRESENT AND FORMER, FROM CHANNEL DIMENSIONS
    DURY, GH
    [J]. JOURNAL OF HYDROLOGY, 1976, 30 (03) : 219 - 245
  • [6] Horritt MS, 2001, HYDROL PROCESS, V15, P825, DOI 10.1002/hyp.188
  • [7] KNIGHT DW, 1981, J HYDR ENG DIV-ASCE, V107, P839
  • [8] Morris D. G., 1990, Proceedings of the 4th International Symposium on Spatial Data Handling, P250
  • [9] Morris D.G., 1996, FLOOD RISK MAP ENGLA, P88
  • [10] Morris DG, 2003, AUTOMATION APPRAISAL