丹麦市中心处理洪水的生态排水模型

Risa Niken R. T. H., S. Wahyudi, Hermin Poejiastoeti
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引用次数: 0

摘要

随着对空间和土地的需求不断增加,人口的增长对城市的增长和发展产生了强烈的影响。另一方面,城市土地的可用性非常有限,导致改变土地用途以满足这些需要。有必要将传统排水系统的概念范式转变为环境友好型排水系统(生态排水)的概念。生态排水概念预计将成为应对洪水和保护德马克市中心地下水的努力。在分析的基础上,得到了德马克市中心雨水入渗井(RIW)的数量,以减少城市的淹没。参考2年降雨重复周期(RRP),需要21个单元的井来容纳0.878 m3/s的雨水径流排放。由于研究区域的土地限制,只能建设20套井,因此只能减少0.811 m3/s的淹没,即减少90.48%。考虑到降雨重复周期(RRP)为5年,需要约40套雨水入渗井(RIW)来容纳1.70 m3/s的雨水径流,而40口井中仅能建造35口,因此只能减少1.494 m3/s或87.50。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Ecodrainage Model to Handle the Inundations in the City Center of Demak
The growth and development of the city is strongly influenced by an increase in population in line with the increasing demand for space and land. On the other hand, the availability of urban land is very limited, resulting in the conversion of land use to meet those needs. It is necessary to change the paradigm of the concept of a conventional drainage system to the concept of an environmentally friendly drainage system (ecodrainage). The ecodrainage concept is expected to be an effort to deal with inundation and groundwater conservation in city center of Demak. The quantity of the rainwater infiltration wells (RIW) was obtained based on the analysis to reduce the inundation in the city center of Demak. With the reference to the rainfall repetition period (RRP) of 2 years, 21 units of the well were needed to accommodate the rainwater runoff discharges of 0.878 m3/s. Due to the land limits at the area of research, only could 20 units of the well be constructed, as a result, it could only reduce the inundation by 0.811 m3/s or 90.48 %. Considering the rainfall repetition period (RRP) of 5 years, around 40 units of rainwater infiltration wells (RIW) were needed to accommodate the rainwater runoff discharge of 1.70 m3/s, yet only could 35 out of 40 wells as required be constructed, consequently, it was only able to reduce the inundation of 1.494 m3/s or 87.50.
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