Identifikasi Kemampuan Berbagai Jenis Green Infrastructure dalam Upaya Mengurangi Banjir pada Das Ciliwung Hilir DKI Jakarta

Farizzy Priscannanda, Hilwati Hindersah
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Abstract

Abstract. The flood disaster due to the overflow of the Ciliwung River is a disaster that regularly occurs in the capital city of the Republic of Indonesia, the city of Jakarta. Based on a quantitative research approach, the stage carried out in this study is to determine the problems that occur in the field. From this analysis stage, it was identified the type of green infrastructure in the form of a vegetated filter strip covering an area of 10,114.31 Ha, a retention pond and a detention pond each covering an area of 11,650.62 Ha to be applied to the Ciliwung Hilir watershed of DKI Jakarta. The result of this study are the application of vegetated filter strips in Cakung District, East Jakarta covering an area of 1,469.5 Ha; a detention pond in Cengkareng District, West Jakarta covering an area of 989.9 ha; and retention ponds in 10,527 flood-prone RTs spread throughout DKI Jakarta with a total area of 412 Ha. The last analysis stage is calculating the level of capability of the three types of green infrastructure in reducing the flood volume of the Ciliwung River based on the capacity of each type, based on the Log Pearson III frequency distribution method, with results: a vegetated filter strip with an area of is able to reduce the volume of flooding by 27,100,656.6 m3; the detention pond is able to reduce the flood volume by 27,755,808.8 m3; and retention ponds are able to reduce inundation by 20,615,400 m3. Abstrak. Musibah banjir akibat luapan Sungai Ciliwung merupakan musibah yang rutin terjadi di Ibukota Negara Republik Indonesia, Kota Jakarta. Berlandaskan pendekatan penelitian kuantitatif, tahapan yang dilakukan dalam penelitian ini yaitu menentukan permasalahan yang terjadi di lapangan. Dari tahap analisis ini teridentifikasi jenis green infrastructure berupa vegetated filter strip seluas 10.114,31 Ha, kolam retensi dan kolam detensi masing-masing seluas 11.650,62 Ha untuk diterapkan pada DAS Ciliwung Hilir DKI Jakarta. Hasil dari penelitian ini yaitu penerapan vegetated filter strip di Kecamatan Cakung, Jakarta Timur seluas 1.469,5 Ha; kolam detensi di Kecamatan Cengkareng, Jakarta Barat seluas 989,9 Ha; dan kolam retensi di 10.527 RT rawan banjir yang tersebar di seluruh DKI Jakarta dengan total luas 412 Ha. Tahap analisis terakhir yaitu perhitungan tingkat kemampuan ketiga jenis green infrastructure dalam mengurangi volume banjir Sungai Ciliwung berdasarkan kemampuan daya tampung masing-masing jenisnya, berdasarkan metode distribusi frekuensi Log Pearson III, dengan hasil: vegetated filter strip seluas mampu mengurangi volume banjir sebesar 27.100.656,6 m3; kolam detensi mampu mengurangi volume banjir sebesar 27.755.808,8 m3; dan kolam retensi mampu mengurangi genangan sebesar 20.615.400 m3.
识别不同类型的绿色基础设施的能力,以减少下游DKI河床的洪水
摘要因奇利翁河泛滥而引发的洪涝灾害是印度尼西亚共和国首都雅加达经常发生的灾害。基于定量研究方法,本研究的阶段是确定该领域出现的问题。从这个分析阶段,确定了绿色基础设施的类型,其形式是覆盖面积为10,114.31公顷的植被过滤带,一个保留池和一个保留池,每个覆盖面积为11,650.62公顷,将应用于雅加达DKI的Ciliwung Hilir流域。本研究的结果是在东雅加达察空区覆盖面积为1,469.5 Ha的植被过滤带的应用;位于雅加达西部城卡林区的一个蓄水池,占地989.9公顷;10,527个易受洪水影响的RTs中的蓄水池遍布雅加达DKI,总面积为412公顷。最后的分析阶段是基于Log Pearson III频率分布法,计算三种类型的绿色基础设施在减少奇旺河洪水量方面的能力水平,结果表明:面积为的植被过滤带能够减少洪水量27,100,656.6 m3;蓄水池可减洪27,755,808.8 m3;蓄水池能够减少20,615,400立方米的淹没。Abstrak。Musibah banjir akibat luapan Sungai Ciliwung merupakan Musibah yang rutin terjadi di Ibukota Negara共和国印度尼西亚,哥打雅加达。Berlandaskan pendekatan penelitian kuantitatif, tahapan yang dilakukan dalam penelitian ini yyitu menentukan permasalahan yang terjadi di lapangan。Dari tahap分析表明,雅加达绿色基础设施的植被过滤带分布为10.114,31 Ha, kolam retensi和kolam detensi - masing-masing分布为11.650,62 Ha untuk diiterapkan pa DAS Ciliwung Hilir DKI雅加达。Hasil dari penelitian ini yyitu penerapan植被过滤带di Kecamatan Cakung,雅加达,Timur selas 1.469,5 Ha;Kecamatan Cengkareng的kolam detensi,雅加达Barat seluas 989,9 Ha;dan kolam retensi di 10.527 RT rawan banjir yang tersebar di seluruh DKI雅加达登安共计412公顷。Tahap分析terakhir yaitu perhitungan tingkat kemampuan ketiga jenis绿色基础设施dalam mengurangi体积banjir Sungai Ciliwung berdasarkan kemampuan daya tampung masing- masingjenisya, berdasarkan方法分布frekuensis Log Pearson III,登干hasil:植被过滤带selumanpu mengurangi体积banjir sebesar 27.100.656,6 m3;Kolam dentensi mampu mengurangi容积banjir sebesar 27.755.808,8 m3;Dan kolam retensi mampu mengurangi genangan sebesar 20.615.400 m3。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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