Skip to main content

Application of HEC-GeoHMS and HEC-HMS as Rainfall–Runoff Model for Flood Simulation

  • Conference paper
  • First Online:
ISFRAM 2015

Abstract

Flood modeling and simulation assist in the prediction of the hazard for better flood preparedness and thus reduce flood damages. The study had simulated flood occurrence at the upper Klang–Ampang River Basin which is a flood-prone area near the capital city of Malaysia. Digital elevation model (DEM) for this area was processed in the ArcGIS 10.2 environment using terrain preprocessing tools to delineate the basin, sub-basin, and stream network. Results from the terrain preprocessing were used in the HEC-GeoHMS to extract the hydrologic parameters of the river basin. These hydrologic parameters were used in the estimation of streamflow runoff in HEC-HMS. The study had produced an illustrative and comprehensive representation of the sub-basin with reasonable accuracy indicated by the Nash–Sutcliffe coefficient of 0.86.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 89.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 119.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 169.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Djokic D (2008) Comprehensive terrain preprocessing using arc hydro tools, no 5, p 61

    Google Scholar 

  2. Zhang W, Montgomery DR (1994) Digital elevation model grid size, landscape representation, and hydrologic simulations. Water Resour Res 30(4):1019–1028

    Article  Google Scholar 

  3. Li Z (2014) Watershed modeling using arc hydro based on DEMs: a case study in Jackpine watershed. Environ Syst Res 3(1):11

    Article  Google Scholar 

  4. Kabiri R (2014) Simulation of runoff using modifies SCS-CN method using GIS system, case study: Klang watershed in Malaysia. Res J Environ Sci 8(4):178–192

    Article  Google Scholar 

  5. Feldman AD (2000) Hydrologic modeling system HEC-HMS technical reference manual, p 155, March

    Google Scholar 

  6. Knebl MR, Yang Z-L, Hutchison K, Maidment DR (2005) Regional scale flood modeling using NEXRAD rainfall, GIS, and HEC-HMS/RAS: a case study for the San Antonio river basin summer 2002 storm event. J Environ Manag 75(4):325–336

    Article  Google Scholar 

  7. Oleyiblo J (2010) Application of HEC-HMS for flood forecasting in Misai and Wan’an catchments in China. Water Sci Eng 3(1):14–22

    Google Scholar 

  8. Ali M, Khan SJ, Aslam I, Khan Z (2011) Simulation of the impacts of land-use change on surface runoff of Lai Nullah basin in Islamabad, Pakistan. Landsc Urban Plan 102(4):271–279

    Article  Google Scholar 

  9. Chu X, Steinman A (2009) Event and continuous hydrologic modeling with HEC-HMS. J Irrig Drain Eng 135(1):119–124

    Article  Google Scholar 

  10. Zhang HL, Wang YJ, Wang YQ, Li DX, Wang XK (2013) The effect of watershed scale on HEC-HMS calibrated parameters: a case study in the clear creek watershed in Iowa, US. Hydrol Earth Syst Sci 17(7):2735–2745

    Article  Google Scholar 

  11. Kabiri R, Chan A, Bai R (2013) Comparison of SCS and Green-Ampt methods in surface runoff-flooding simulation for Klang Watershed in Malaysia. Open J Mod Hydrol 03(03):102–114

    Article  Google Scholar 

  12. Adib M, Junaidah A, Wardah T (2010) Flood Estimation studies using hydrologic modeling system (HEC-HMS) for Johor River, Malaysia. J Appl Sci 18028-JAS-ANSI, 10(11) 930–939

    Google Scholar 

  13. Basarudin Z, Adnan N, Wardah T, Syafiqah N (2014) Event-based rainfall runoff modelling of the Kelantan river basin. In: IOP conference series: earth and environmental science, vol 18, no 1, p 012084

    Google Scholar 

  14. U. S. Army Corps of Engineers, USACE (2010) HEC-GeoHMS geospatial hydrologic modeling extension, Version 5.0 - User’s Manual. Davis, CA, pp 1–6

    Google Scholar 

  15. U. S. Army Corps of Engineers, USACE (2013) hydrologic modeling system HEC-HMS - User’s Manual. Davis, CA, pp 442

    Google Scholar 

Download references

Acknowledgment

The authors gratefully acknowledge the contributions from the Department of Irrigation and Drainage (DID) and JUPEM in providing the data that have been used in this study.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Salwa Ramly .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2016 Springer Science+Business Media Singapore

About this paper

Cite this paper

Ramly, S., Tahir, W. (2016). Application of HEC-GeoHMS and HEC-HMS as Rainfall–Runoff Model for Flood Simulation. In: Tahir, W., Abu Bakar, P., Wahid, M., Mohd Nasir, S., Lee, W. (eds) ISFRAM 2015. Springer, Singapore. https://doi.org/10.1007/978-981-10-0500-8_15

Download citation

Publish with us

Policies and ethics