Flood Control Analysis with Polder Ponds in Tegal Made Village, Sukoharjo

Abstract

A good drainage system should be able to drain back stagnant water into natural channels such as rivers and sea. Puddles and floods that occurred in Nawud Village in Sukoharjo Regency due to water from existing drainage channels cannot be directly discharged into the river because when the rain occure make the water level in river was higer than the water level from existing drainage. It causes water cant be discharged by gravity process and for this reason, a temporary water reservoir is needed. Design and capacity of the planned polder depends on the volume of water runoff. In determining the amount of runoff discharge to design a polder conduct a hydrological analysis based on rain that occurs in the area of ​​the study. Water runoff discharge analysis conducted using the HSS Nakayasasu method obtained runoff peak discharge of 33,3662 m3/sec and using the HSS SCS method obtained runoff peak discharge of 25,0379 m3/sec. Dimension plan of polder obtained that 15593 m2 is area of polder with 3,58 m pool hight which is planned to accommodate 55868,58 m3 a maximum puddle volume. the planned outflow volume is carried out using flow tracking analysis and using 3 pumps with each capacity of 2 m3 / sec.