Identification of Flood-Inundated Areas Using HecRAS Model: A Case Study of Upper Sabarmati River Basin, Gujarat, India

Author:

Chourushi ShibaniORCID,Lodha Pradeep P.ORCID,Prakash IndraORCID

Publisher

Springer Nature Singapore

Reference17 articles.

1. Ackerman CT, Jensen MR, Brunner GW (2010) Geospatial capabilities of Hec-RAS for model development and mapping. In: 2nd joint federal interagency conference. Las Vegas, New York, pp 1–6

2. Ahmad HF, Alam A, Bhat MS, Ahmad S (2016) One dimensional steady flow analysis using HecRAS-A case of River Jhelum, Jammu and Kashmir. Eur Sci J 12(32): 340–350

3. Al-Zahrani M, Al-Areeq A, Shareef H (2016) Flood analysis using HEC-RAS model: a case study for Hafir Al-Batin, Saudi Arabia. In: Flood risk 2016–3rd European conference on flood risk management, pp 1–5

4. Bonner VR (1996) Bridge hydraulic analysis with HEC-RAS. In: Association of state flood plain managers 20th Annual conference. ASCE, San-Diego, CA, California, pp 1–17

5. Brunner VR (1994) HEC-river analysis system (HEC-RAS). In: National conference of hydraulic engineering. ASCE, New York, California, pp 1–8

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