CD Skripsi
Evaluasi Kapasitas Saluran Drainase Di Dusun 1 Dan 2 Desa Aursati Kecamatan Tambang Kabupaten Kampar
The population area is becoming increasingly dense and the number of water infiltration areas is starting to decrease, resulting in Aursati Village becoming an area prone to flooding. The drainage channels in Aursati Village, especially Hamlets 1 and 2, can be said to be not functioning well, due to obstacles and sediment in the drainage channels including rubbish and several channels that look damaged. So it is necessary to evaluate the capacity of the drainage channels in Hamlet 1 and 2 as well as analyze alternatives for handling inundation and flooding. The ArcGIS application is used to determine the catchment area, rainfall based on the Kampar market station, and drainage discharge determined using a rational 2 year return period formula. Based on the stages of data analysis resulting from frequency analysis, hydrological analysis and hydraulics analysis, it was concluded that the channel discharge and planned discharge of the drainage channel had a return period of 2 years with the channel discharge < the planned discharge so that there were two drainage channels that did not comply, namely channel AB 0,10 m3/s and channel EF 0,07 m3/s. Next, a policy is needed to enlarge the channel dimensions and create infiltration wells in the AB channel and EF channel areas so that the AB channel's planned discharge is 0,18 m3/s and the EF channel is 0,14 m3/s.
Keywords: Drainage, infiltration wells, flooding, discharge, ArcGIS
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