Urban Drainage Management and Flood Control Improvement Using the Duflow Case Study: Aur Sub Catchment, Palembang, South Sumatra, Indonesia

C. Fraiture, R. H. Susanto, F. X. Suryadi, Harrini Mutiara Hapsari Wahyu
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引用次数: 6

Abstract

Urban flooding often times staggers the livelihood in an urban area, which most likely happens in the lowland urban area. Therefore, the existing urban drainage system hould be improved in order to tackle the upcoming urban flooding events, which are more than likely to be more devas tating than those in the previous years. The resear ch location is in Palembang, Sumatra, Indonesia, where 30% of its urb an part is a lowland area. The selected Aur Sub Cat chment is located in Silaberanti. The main objective of this re earch is to improve the current drainage system in order to achieve the optimal design for urban drainage arrangement. This research was developed using Duflow Modelling Studio 3.8.3 in collaboration with ArcGIS 10.1 to schematize the dr ainage system and analyse the spatial and topograph ical condition of the research area. As a result, there are three dev lopment scenarios established by Duflow Modelli ng Studio in order to improve the drainage system in the research area . The first scenario is the current and extreme con dition in the study area. The second scenario is the extreme condition, which is represented by the extreme rainfall. The third scenario is the improvement possibilities of the existing drain age system. There are three different types of impr ovements and modifications for the third scenario which are: can al dredging, canal dike/embankment, a pump installa tion, and a flap gate installation. In conclusion, based on three differe nt scenario analyses, the most feasible, suitable, eff ctive, and efficient alternative for overcoming the flooding in Silabera nti is a flap gate installation combined with dike construction in the flood risk sections of the river because it works a utomatically depending on the water level in the Ri ver.
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城市排水管理和防洪改善——以Duflow为例研究:印度尼西亚南苏门答腊岛巨港的Aur集水区
城市洪涝灾害常常使城市居民的生计受到影响,这种情况最可能发生在城市的低地地区。因此,现有的城市排水系统应该得到改善,以应对即将到来的城市洪水事件,这些事件很可能比往年更具破坏性。研究地点位于印度尼西亚苏门答腊岛的巨港,其中30%的城市是低地地区。被选中的阿乌亚猫羊皮纸位于西拉伯拉蒂。本研究的主要目的是改善现有的排水系统,以实现城市排水布置的优化设计。本研究使用Duflow modeling Studio 3.8.3与ArcGIS 10.1合作开发,对研究区域的空间和地形条件进行了示意图和分析。因此,为了改善研究区域的排水系统,Duflow Modelli ng Studio建立了三种开发场景。第一个场景是研究区域的当前和极端条件。第二种情况是极端情况,以极端降雨为代表。第三种情况是改善现有排水系统的可能性。对于第三种情况,有三种不同类型的改进和修改:清淤、运河堤防/堤防、安装泵和安装挡板门。总之,基于三种不同的情景分析,克服Silabera nti洪水的最可行、最合适、最有效和最有效的替代方案是在河流的洪水风险路段安装翻盖闸门并结合堤防建设,因为它可以根据漓江的水位自动工作。
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