Technical Review of the UNET2D Hydraulic Model | |
Perkins, William A.1  Richmond, Marshall C.1  | |
[1] Pacific Northwest National Lab. (PNNL), Richland, WA (United States) | |
关键词: HYDRAULICS; KANSAS; RIVERS; FLOW RATE; LEVELS; TWO-DIMENSIONAL CALCULATIONS; U CODES; ENGINEERING GEOLOGY hydraulics; numerical model; river; | |
DOI : 10.2172/986733 RP-ID : PNNL--18416 PID : OSTI ID: 986733 Others : Other: 400403209 Others : TRN: US201018%%312 |
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美国|英语 | |
来源: SciTech Connect | |
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【 摘 要 】
The Kansas City District of the US Army Corps of Engineers is engaged in a broad range of river management projects that require knowledge of spatially-varied hydraulic conditions such as velocities and water surface elevations. This information is needed to design new structures, improve existing operations, and assess aquatic habitat. Two-dimensional (2D) depth-averaged numerical hydraulic models are a common tool that can be used to provide velocity and depth information. Kansas City District is currently using a specific 2D model, UNET2D, that has been developed to meet the needs of their river engineering applications. This report documents a tech- nical review of UNET2D.
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