Assessment of flood inundation mapping of Surat city by coupled 1D/2D hydrodynamic modeling: a case application of the new HEC-RAS 5

• Published in: Natural hazards (Dordrecht) Vol. 89; no. 1; pp. 93 - 130
• Main Authors: Patel, Dhruvesh P., Ramirez, Jorge A., Srivastava, Prashant K., Bray, Michaela, Han, Dawei
• Format: Journal Article
• Language: English
• Published: Dordrecht Springer Netherlands 01.10.2017; Springer Nature B.V
• Subjects: Bridges; Civil Engineering; Computer simulation; Cross-sections; Dams; Downstream; Earth and Environmental Science; Earth Sciences; Environmental Management; Flood management; Flood mapping; Flood peak; Flooding; Floods; Fluid mechanics; Geophysics/Geodesy; Geotechnical Engineering & Applied Earth Sciences; Hydraulic structures; Hydrodynamics; Hydrogeology; Levees; Mapping; Mathematical models; Modelling; Natural Hazards; Original Paper; Protection; Risk assessment; River mouth; River mouths; Rivers; Simulation; Topographic mapping; Topographic maps; Two dimensional models; Unsteady flow; Upstream; Surat India; India; Levees; HEC-RAS; Flood; Inundation; Lower Tapi Basin
• DOI: 10.1007/s11069-017-2956-6
• ISSN: 0921-030X

Surat city of India, situated 100 km downstream of Ukai Dam and 19.4 km upstream from the mouth of River Tapi, has experienced the largest flood in 2006. The peak discharge of about 25,770 m 3  s −1 released from the Ukai Dam was responsible for a disaster. To assess the flood and find inundation in low-lying areas, simulation work is carried out under the 1D/2D couple hydrodynamic modeling. Two hundred ninety-nine cross sections, two hydraulic structures and five major bridges across the river are considered for 1D modeling, whereas a topographic map at 0.5 m contour interval was used to produce a 5 m grid, and SRTM (30 and 90 m) grid has been considered for Surat and the Lower Tapi Basin. The tidal level at the river mouth and the release from the Ukai Dam during 2006 flood are considered as the downstream and upstream boundaries, respectively. The model is simulated under the unsteady flow condition and validated for the year 2006. The simulated result shows that 9th August was the worst day in terms of flooding for Surat city and a maximum 75–77% area was under inundation. Out of seven zones, the west zone had the deepest flood and inundated under 4–5 m. Furthermore, inundation is simulated under the bank protection work (i.e., levees, retaining wall) constructed after the 2006 flood. The simulated results show that the major zones are safe against the inundation under 14,430 m 3  s −1 water releases from Ukai Dam except for the west zone. The study shows the 2D capability of new HEC-RAS 5 for flood inundation mapping and management studies.