Sustainable Urban Drainage System to Land Use/ Land Cover Change in Samarinda, Indonesia

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The purpose of this research is to anticipate problems with flooding in micro drainage system to study the response of land cover in Samarinda-Indonesia due to changes in land use may lead to changes in flood discharge plan. Hydraulics analysis has been performed to study the condition in evaluative objective drainage system Drainage Samarinda City Blocks 2 (116015'36'' - 117024'16 'E and 00021'18'' - 01009'16'' LS) located in a densely populated area where some have experienced a decrease in capacity and increased discharge resulting in a puddle on a rainy day. The results based on changes in rainfall regime (I) in block 2 showed most primary channel in Block 2 is sufficient to accommodate the runoff discharge unless the primary channel sub-system 2.4.1 Jl. Hasan Basri Left P62-P72. While based on changes in rainfall regime and changes in land use increased by 28% in 2012 compared to conditions in 2000 obtained the results of three of the eleven sub-system that is the primary channel 2.2.3 Hull Road Mangkurat left, sub-system 2.2.4 Roads and channel Gastric right Mangkurat sub-system 2.4.1 Roads declared Hasan Basri left insufficient to accommodate the runoff discharge

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371-374

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March 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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