Analisis Kebutuhan Sumur Resapan Sebagai Salah Satu Upaya Dalam Mereduksi Banjir Genangan

Meliyana Meliyana, Ichsan Syahputra, Helwiyah Zain, Antoniadi Zal
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引用次数: 1

Abstract

Impermeable land in a region can not absorb rain water, so that rain water becomes run off and cause flood inundation. Absorption wells function to accommodate and absorb rain water into the soil. The purpose of this study to know the value of soil permeability, determine the dimensions and number  of absorption wells in reducing flood. The study was conducted at Elementary School 1 Pulo Ie Kabupaten Nagan Raya with area of 1500 m2 and the number of buildings as many as 4 units. The absorption well planning refers to regulation of the Minister of Public Works 11/PRT/M/2014. The data used in the planning form average daily rainfall, flood volume, soil permeability value, runoff coefficient value, depth of ground water level and wide field of cistern. The result of analysis obtained maximum daily rainfall average maximum (R) equal to 36,25 mm/day, volumes of flood (Vab)  11,552 m3, cistern area  497 m2, runoff coefficient value of 0.75 and soil permeability value (K) 0.009725 cm/sec or 8.40 m/day. Rectangular Absorption wells with depth of well (H) 1.60 meters and base well (L) width 1.20 meters. The number of absorption wells required 5 units. Thus, the flood of inundation at the Elementary School 1 Pulo Ie can be accommodated by the absorption wells, so that the flood of inundation can be overcome.       
分析需求Resapan井作为修复洪水的一项努力
一个地区的不透水土地不能吸收雨水,使雨水流失,造成洪水泛滥。吸收井的作用是容纳和吸收雨水到土壤中。本研究的目的是了解土壤渗透性的数值,确定减洪吸收井的尺寸和数量。该研究在Pulo Ie Kabupaten Nagan Raya小学1号进行,该小学面积为1500平方米,建筑数量多达4个单元。吸收井规划参照公共工程部长11/PRT/M/2014的规定。规划中使用的数据包括平均日降雨量、洪水量、土壤渗透性值、径流系数值、地下水位深度和蓄水池宽场。分析结果表明,最大日降雨量平均最大值(R)为36,25 mm/d,洪水量(Vab)为11,552 m3,蓄水池面积为497 m2,径流系数值为0.75,土壤渗透性值(K)为0.009725 cm/sec或8.40 m/d。矩形吸收井,井深(H) 1.60米,基井(L)宽1.20米。吸收井的数量需要5个单位。因此,可以通过吸收井来容纳1小学的淹没洪水,从而克服淹没洪水。
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