1 / 9

Hydraulic simulations

Hydraulic simulations. Model used HEC-RAS 4.0b 1D model Boundary conditions Upper: Discharge hydrograph Lower: Constant sea levels [N 60 + 0.50…2.50 m] Water elevations to Excel (numeric results) and ArcGIS (graphic results) Output interval: 12 hours (enough?).

avital
Download Presentation

Hydraulic simulations

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript

  1. Hydraulic simulations • Model used • HEC-RAS 4.0b • 1D model • Boundary conditions • Upper: Discharge hydrograph • Lower: Constant sea levels [N60+ 0.50…2.50 m] • Water elevations to Excel (numeric results) and ArcGIS (graphic results) • Output interval: 12 hours (enough?)

  2. Maximum difference: 0.12 m. Luotsimäenhaara Raumanjuopa

  3. Binding RHR and water levels

  4. Flood mapping process

  5. Initial conditions [650 m³/s, 1.50 m] Maximum water level [1243 m³/s, 1.50 m]

  6. Suggestion for output of results • Simulations for discharge-sea level –scenarios • HQ 250, 100, 50, 30 • N60+ 0.5, 1.0, 1.5, 2.0 m • Water levels in main reach cross sections in every 12 hours • Top levels of embankments included in the results • Comments, suggestions? Shall I calculate the rest of the scenariosand deliver the results to VATT?

More Related