Modelling and Simulation of Bioretention System with HYDRUS-1D

Jason Lowell Jitolis, Farrell Nereus Aegidius, N. Bolong
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Abstract

The design of lab-scale bioretention cell column was constructed based on Urban Stormwater Management Manual for Malaysia (MSMA) specifications. The stormwater runoff flowrate applied to each column was calculated to mimic the actual scale impervious area for generation of runoff. An inflow and outflow of water was measured using water flow sensor, simulating rainfall runoff correlation with depth and hydraulic conductivity parameters effects. A model to simulate the water movement beneath the engineered soil media, one dimensional (l-D) model of water flow was used to study the effect of different media depth and rainfall intensity on hydraulic conductivity parameter value. It resulted that at lower rainfall intensity of 5.3mm/min small percentage of runoff volume reduction was observed at low height of media (150mm) with a total of 11% compared to 55% of 250 mm media height. The recommended media depth values for moderate storm event are <250mm but not less than 150mm to achieve half of the volume to be treated and maintain the acceptable contact time for higher treatment capabilities. An average of 0.03mm/min hydraulic conductivity is suitable for moderate rainfall scenario as simulate by HYDRUS 1D. On the other hand, results at higher rainfall intensity (12mm/min), no large deviation was observed in terms of percentage of runoff volume reduction between both heights. The thickness ranges are not within the required control volume runoff. Thus, further optimization at lower depth is essential.
基于HYDRUS-1D的生物滞留系统建模与仿真
实验室规模的生物保留池柱的设计是根据马来西亚城市雨水管理手册(MSMA)的规范构建的。计算了每个柱的雨水径流流量,以模拟实际尺度不透水面积的径流生成。利用水流传感器测量水流的流入和流出,模拟降雨径流与深度和水力导率参数的关系。为了模拟工程土介质下的水运动,采用一维水流模型,研究了不同介质深度和降雨强度对导电性参数值的影响。结果表明,在降雨强度较低的5.3mm/min条件下,低介质高度(150mm)的径流量减少比例较小,为11%,而250 mm介质高度的径流量减少比例为55%。中度风暴事件的建议介质深度值为<250毫米但不少于150毫米,以达到处理体积的一半,并保持可接受的接触时间,以获得更高的处理能力。平均0.03mm/min的水力传导率适用于HYDRUS 1D模拟的中等降雨情景。另一方面,在较高的降雨强度(12mm/min)下,两个高度之间的径流量减少百分比没有大的偏差。厚度范围不在所需的控制容积径流量范围内。因此,在较低深度进行进一步优化是必不可少的。
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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