Page - 227 - in Book of Full Papers - Symposium Hydro Engineering

3.4. FLOOD DESIGN The following is the peak point of the result from the calculation of flood design of Q1000 th and QPMF (annual and monthly). With the consideration that, the reference of maximum flood is annual maximum, so the maximum monthly flood design needs to be corrected based on the maximum annual flood design with the following results: Fig. 5 Maximum Flood Design Annual and Monthly Corrected in Sengguruh Dam Fig. 6 Max. Flood Design Annual and Monthly Corrected in Remaining Basin Sutami Fig. 7 Maximum Flood Design Annual and Monthly Corrected in Lahor Dam 227