FLOOD MODELLING OF KALU-GANGA RIVER BASIN H. K. Nandalal Department of Civil Engineering University of Peradeniya Peradeniya Sri Lanka Problems related to flooding have greatly increased over recent decades because of population growth development of extensive infrastructures in close proximity to rivers It is importance to find solutions by utilizing modern technology like Geographic Information Systems (GIS), Remote Sensing (RS) and flood modeling Study area Data used Software used Application of Software HEC-HMS HEC-RAS ENVI Kalu-Ganga river basin in Sri Lanka Total catchment area is 2719 km2 Entire basin lies within the wet zone. Average annual runoff is around 7600 MCM. Catchment experiences average annual rainfall of 4000 mm. Study concentrates on the lower reaches of the river Area of interest is nearly 500 km2 This includes 5 Divisional Administrative Divisions (DSD) TIN Model of the Study area LIDAR DATA Contour Data Locations of rainfall and discharge gauging stations Satellite images Raw Images (Dry Date, 03 March,2008) ALOS – PALSAR (HH) Raw Images (Wet Date, 03 June,2008) ALOS – PALSAR(HH) Data Collection and Data-basing… Rainfall –Runoff Modeling Basin model developed using HEC-GeoHMS Results of the verification runs to compare the simulated flows and the observed flows of the calibrated HEC-HMS model Flood Modeling Geometric Data: HEC-GeoRAS export Stream C/L River banks Flow paths Discharge data obtained from HEC-HMS Mawakoya Elagawa Junction Mawakoya/Kalu Ganga Kuda Ganga Junction Kuda Ganga/Kalu Ganga Flow (m3/s) data at\Return Period 10yr 20yr 50yr 100yr Elagawa 1062.6 1319.7 1798.1 2605.5 Junction KudaGanga/ Kalu Ganga 1455.7 1836.9 2524.4 3743.3 97.5 122.2 174.4 245.5 1079.5 1340.5 1828.5 2647.7 414.4 555.3 817.1 1260.7 Mawak Oya Junction Mawak Oya/Kalu Ganga Kuda Ganga HEC-RAS output HEC-RAS output Flood Hazard Maps from HEC-RAS Raw Images (Dry Date, 03 March,2008) ALOS – PALSAR (HH) Raw Images (Wet Date, 03 June,2008) ALOS – PALSAR(HH) (Difference dB image Wet - Dry) Mask