帕伯体内生物资源消耗特征渗透过程与需求

F. Alia
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引用次数: 1

摘要

人口稠密的住宅区的洪水问题是城市地区经常发生的问题。一个例子是位于巴望市Sukamaju村Sako区的Kencana Damai住宅区频繁发生洪水。每个雨季,水坑或洪水经常发生,持续时间为2-3小时。本研究用于确定渗透能力,并找出LRB在增加渗透速率方面的有效程度。。在制作生物钻孔时,由于其适用于有限的陆地面积,因此给出了60厘米(50-100厘米)的距离。钻孔深度约为1m,孔径为4,位置2土壤类型为SP(级配不良的沙子)。这些物理性质和土壤类型影响渗透能力。位置1和3(SW)的入渗率大幅增加,即15.588厘米/小时或57.86%和14.971厘米/小时,或55.57%。与SP土壤类型(级配不良的沙子)的位置2的入渗速率相比,该位置的入渗速度仅增加4.435厘米/小时(16.46%)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
KAJIAN PENGARUH LUBANG RESAPAN BIOPORI (LRB) TERHADAP KAPASITAS INFILTRASI PADA PERUMAHAN KENCANA DAMAI KOTA PALEMBANG
The problem of flooding in densely populated residential areas is a problem that often occurs in urban areas. One example is the frequent flooding of Kencana Damai housing estates located in Sako District, Sukamaju Village, Palembang City. Every rainy season, puddles or floods often occur with a duration of 2-3 hours. This study was used to determine the infiltration capacity and to find out how much effective LRB is in increasing the infiltration rate.. In making biopore holes, a distance of 60 cm (50-100 cm) is given because it is adapted to the limited land area. The hole made has a depth of about 1 m with a hole diameter of 4 location 2 the soil type is SP (poorly graded sand). These physical properties and soil types affect the infiltration capacity. This is evidenced by the large increase in the infiltration rate at locations 1 and 3 (SW), namely 15.588 cm/hour or 57.86% and 14.971 cm/hour or 55.57%. In contrast to the infiltration rate at location 2 with SP soil type (poorly graded sand), the increase in infiltration rate at that location was only 4.435 cm/hour or 16.46%.
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