FLOOD FORECASTING USING FGM MODEL IN CHINDWIN RIVER BASIN

Authors

  • Win Win Zin Department of Civil Engineering, Yangon Technological University, Myanmar
  • F. Nestmann F. Nestmann Institute of Water and River Basin Management, Karlsruhe University, Germany
  • J. Ihringer J. Ihringer Institute of Water and River Basin Management, Karlsruhe University, Germany

DOI:

https://doi.org/10.11113/mjce.v21.15783

Keywords:

Alternative fuel, Aviation, Bio derived synthetic paraffinic kerosene, Biodiesel, Fatty acid ester, Fischer-Tropsch synthetic paraffinic kerosene, runoff coefficient, unit hydrograph, Kalinin, Nash efficiency.

Abstract

The present research work deals with flood forecasting in Chindwin River basin which is situated in Northern West of Myanmar under available hydro-meteorological data. Flood is one of the natural disasters which occur in Myanmar every year. Flood forecasting and issues of flood warnings are the effective ways to reduce damages. The goal of the study has been to initiate operational flood forecasting. This research applied Flussgebietsmodell (FGM) which is originally developed by the Institute of Hydrology and Water Resources Planning (IHW) of the University of Karlsruhe, Germany. FGM model is an event-based rainfall-runoff model. Model parameters are runoff coefficient, unit hydrograph parameters and routing parameters. Unit hydrograph is determined using linear cascade model. The effective precipitation is routed to the outlet through a linear transfer function that is assumed to be time invariant. Flood from each subbasin is calculated by means of effective rainfall convoluted with a unit hydrograph. Flood routing is done by Kalinin - Milyukov method. The two important parameters, when predicting a flood hydrograph, are the time to peak discharge and the magnitude of the peak discharge. It was found that the FGM model has been able to predict this information with acceptable accuracy. The model performs quite well especially for the floods where relation between rainfall and runoff is good. The numerical verification criteria used in model calibration are Nash efficiency and coefficient of variation of the residual of error. Model efficiencies obtained in calibration periods are good efficiency. In this study, it is seen that the diagnosis performs well. Therefore, the FGM model is generally considered to be suitable for flood forecasting in Myanmar catchments.

References

Ashu Jain and Prasad Indurthy. (2003). Comparative Analysis of Event–based Rainfall Runoff Modelling Techniques-Deterministic, Statistical, and Artificial Neural Networks, Journal of Hydrologic Engineering, 8(2): 93-98.

Duband, D., Obled, Ch., and Rodriguez, J.Y. (1993). Unit Hydrograph Revisited: An Alternate Iterative Approach to UH and Effective Precipitation Identification, Journal of Hydrology.

: 115-149.

Kalinin, G.P., and Miyukov, P.I. (1957). On the Computation of Unsteady Flow in Open Channels, Meteorologia Gidrologiya Zhuzurnal Leningrad, USSR, 10: 10-18.

Maidment, D.R. (1993).Handbook of Hydrology. New York, McGraw Hill Inc.

McCuen, R.H. (1989). Hydrologic Analysis and Design, Prentice Hall, Englewood, Cliffs, New Jersey.

Nash, J.E. (1957). The Form of the Instantaneous Unit Hydrograph, Hydrol. Sci. Bull. 3: 114-121.

Patra, K.C. (2003) .Hydrology and Water Resources Engineering, Alpha Science International Ltd, CRC Press LLC.

Plate, E.J., Ihringer, J. and Lutz, W. (1988). Operational Models for Flood Calculations,

Journal of Hydrology (100) 489-506.

Rodriguez, J.Y.(1989) Nouvelles Perspectives de Developpement dans la Modelisation des Pluies Efficaces par Application de la Methode DPFT. IAHS Third Scientific AssemblySymposium

on New Directions for Surface Water Modelling. Baltimore, MD, May 1989. IAHS Publ., 181:235-244. Cited in Duband, D., Obled, Ch., and Rodriguez, J.Y. 1993. “Unit Hydrograph Revisited: An Alternate Iterative Approach to UH and Effective Precipitation

Identification†Journal of Hydrology 150: 115-149.

Singh, V.P. (1988). Hydrologic Systems Volume I –Rainfall-Runoff Modelling, Englewood Cliffs, N. J: Prentice-Hall.

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Published

2018-05-31

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Articles

How to Cite

FLOOD FORECASTING USING FGM MODEL IN CHINDWIN RIVER BASIN. (2018). Malaysian Journal of Civil Engineering, 21(2). https://doi.org/10.11113/mjce.v21.15783