five

Example of Height above Stream Flood Inundation Mapping Approach

收藏
DataONE2021-12-05 更新2024-06-08 收录
下载链接:
https://search.dataone.org/view/sha256:edae1a71f6fc281f931d5fc7f1f10304c945a671b93f894619d68d7353d308cf
下载链接
链接失效反馈
官方服务:
资源简介:
This data provides an illustration of the height above the nearest stream approach to flood inundation mapping based on the TauDEM vertical distance to stream function. This example uses a 10 m resolution National Elevation dataset for Onion Creek in Texas. Height above the nearest stream may be thought of as a “relative elevation function” which measures for every DEM cell in the landscape the difference in elevation between that cell and the cell to which it flows on the stream channel. This is like a “water depth” or “stage height” function defined using terrain analysis continuously across the landscape. This relative elevation function, combined with a depth in each stream reach provide a simplified terrain based approach to flood inundation mapping premised on the following: 1. Each reach has a water depth hw, from a hydraulic model such as SPRNT or RAPID. 2. Each reach has an ID 3. Each grid cell has the ID of the reach it connects to (catchment grid) and the height above the stream hs 4. Flood extent is “rapidly” mapped as If(hw(id) > hs(id)) Inundation depth = hw(id) - hs(id) Else Inundation depth = 0 The data here can also be used to compute reach averaged hydraulic properties as follows 1. For each reach the stream network file gives reach length L. 2. For a series of water depths using the height above nearest stream intersected with catchment raster the innundation water volume V, surface area As and bed area Ab are obtained. 3. Reach average properties are then computed as Cross section Area A = V/L Wetted perimeter P = Ab/L Top width = As/L Hydraulic Radius = A/P This approach is a simplification over finer scale hydraulics, and the inaccuracy due to introduction of this simplification still needs evaluation. This approach is also dependent on how well the DEM represents the channel and flooded area. This is expected to improve as we get better LIDAR DEMs and develop better ways to hydrologically condition DEMs that do not involve pit filling.
创建时间:
2021-12-05
5,000+
优质数据集
54 个
任务类型
进入经典数据集
二维码
社区交流群

面向社区/商业的数据集话题

二维码
科研交流群

面向高校/科研机构的开源数据集话题

数据驱动未来

携手共赢发展

商业合作