Page - 398 - in Book of Full Papers - Symposium Hydro Engineering

Table 1 Comparison of the method for sediment level estimation by case Method for sediment level estimation Sediment level (El.m) Remark 2007 Present (2017) After 50 years (2067) After 100 years (2117) Observed 110.00 Unobserved Unobserved Unobserved Upstream of dam RMA-2 & SED- 2D model 110.58 111.21 112.43 114.22 horizontally accumulated method 113.70 114.78 118.53 126.48 empirical area reduction method 110.25 110.79 111.93 113.50 area increment method 111.95 112.38 114.35 117.58 Fig. 1 Trend for the estimated sediment levels by each method 398