The Determination of Soil Infiltration Rate of Urban Bioretention Design Process in Chiang Mai, Thailand

Prattakorn Sittisom, Rapee Tangsongsuwan, S. Munlikawong, W. Wongsapai, S. Sitthikankun, D. Rinchumphu
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Abstract

Stormwater runoff is an issue that is increasingly affecting urban areas because areas that previously were permeable have been developed, and are now impermeable, comprising hard surface areas, whether concrete floors, roads, or buildings. As the size of the problem area increases, the amount of stormwater runoff that needs to be cleared from urban areas increases, and it takes longer for the stormwater to be cleared. The existing basic public drainage systems can no longer sufficiently support the increasing stormwater runoff, directly affecting commuting and lifestyle. These problems have led to the design concept of bioretention, which can be used to increase the efficiency of water infiltration of existing soil areas since a higher water infiltration rate can help relieve the burden on the basic public drainage system and alleviate the abovementioned problems. Bioretention design consists of three layers: the drainage layer at the bottom, the transition layer, and the filter media layer at the top. The critical objective is to design the filter media layer (the top layer) to have a greater infiltration rate than the original soil. This research, therefore, comprises an experiment in which sand is mixed with the original soil to achieve these increased infiltration rates. Three different soil-to-sand ratios were field tested within the area of the Faculty of Engineering, Chiang Mai University, Chiang Mai, Thailand with double-ring infiltrometer technique to test the infiltration rate, 1:1, 1:2, and 1:4. This research also applied Horton's Theory of Perforation Prediction Equations; the experiments demonstrated that adding sand can increase the water infiltration rate. The infiltration rates for soil-to-sand ratios of 1:1, 1:2, and 1:3 are 16.09, 21.53, and 28.90 mm/hr., consecutively.  In addition, understanding the relationship between infiltration rate and sand ratio makes it possible to determine the permeation rate as required. Furthermore, knowing the sand ratio is useful for future planning to achieve the appropriate design.
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泰国清迈城市生物滞留设计过程中土壤入渗速率的测定
雨水径流是一个日益影响城市地区的问题,因为以前可渗透的地区已经被开发,现在是不可渗透的,包括坚硬的表面区域,无论是混凝土地板、道路还是建筑物。随着问题区域的扩大,需要从城市地区清除的雨水径流的数量增加,并且需要更长的时间来清除雨水。现有的基本公共排水系统已不能满足日益增加的雨水径流,直接影响通勤和生活方式。这些问题导致了生物滞留的设计理念,利用生物滞留来提高现有土壤区域的入渗效率,因为较高的入渗率可以减轻基础公共排水系统的负担,缓解上述问题。生物滞留设计由三层组成:底部的排水层、过渡层和顶部的过滤介质层。关键的目标是设计过滤介质层(顶层),使其具有比原始土壤更大的入渗速率。因此,这项研究包括一个实验,在这个实验中,沙子与原始土壤混合,以实现这些增加的入渗速率。在泰国清迈大学工程学院进行了三种不同土砂比的现场测试,采用双环渗透计技术测试了1:1、1:2和1:4的入渗速率。本研究还应用了Horton射孔预测方程理论;试验结果表明,加砂可以提高水的入渗速率。土砂比为1:1、1:2和1:3时的入渗速率分别为16.09、21.53和28.90 mm/hr。,连续。此外,了解渗透速率与砂比之间的关系,可以根据需要确定渗透速率。此外,了解砂比有助于未来的规划,以实现适当的设计。
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