Seite - 877 - in Book of Full Papers - Symposium Hydro Engineering

Table 1. Design Flood Discharge Return Period Inflow Discharge (m3/s) Outflow Discharge (m3/s) 2 27,40 8,47 5 31,80 10,00 10 42,20 14,63 25 50,70 18,48 50 55,60 21,16 100 60,90 24,96 200 68,30 27,93 500 79,00 33,30 1000 83,50 36,71 PMF 193,80 112,63 5. MODEL CONSTRUCTION The construction of three dimensional model of Cipanundan Dam is built by using Froude model criteria, because this criteria model is the closest to field condition. Furthermore, with various consideration it has been established that the scale model used is 1 : 20, undistortion. Figure 1. Layout of Spillway Cipanundan Dam 877