城市缓冲区简易雨水收集系统减少地表径流的模拟

Akhmadi Puguh Raharjo
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引用次数: 0

摘要

洪水是印尼最常见的灾害。在各种洪水类型中,雨洪洪水是研究最少的一种。使用蓄水池/桶和水箱的简单雨水收集系统,有可能减少屋顶的径流,并有助于减轻雨水泛滥的严重程度。本研究的目的是模拟在白桑格拉罕次盆地研究区简单雨水收集在减少屋顶表面径流方面的应用。在所有需要收集的数据中包括研究区域的房屋数量和屋顶覆盖面积,以及10年的降雨量数据。在实地调查中收集了每个街区的房屋数量,同时使用基于网络的软件i-Tree Canopy对屋顶面积进行了估计。从这个模拟中,情景1(800升水桶)有可能将屋顶的地表径流减少6.12%至9.07%(1月)和5.08至7.49%(2月)。同时,方案2(2000升水箱)的地表径流减少潜力在15.30%至22.67%(1月)和12.64%至18.73%(2月)之间。另一方面,使用情景1延迟初始地表径流时间的可能性在3.7 ~ 5.5分钟(1月)和3.1 ~ 4.5分钟(2月)之间。同时,方案2有可能将初始地表径流时间从1月的9.3分钟推迟到13.7分钟,从2月的7.6分钟推迟到11.3分钟。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
SIMULATION OF SURFACE RUNOFF REDUCTION USING SIMPLE RAIN WATER HARVESTING SYSTEM IN URBAN BUFFER AREA
Floods are the most common disaster in Indonesia. Among various flood types, pluvial flood is the least studied one. Simple rain water harvesting system using cistern/barrel and water tank possess the potential to reduce runoff from roofs and help alleviate the severity of pluvial flooding. The purpose of this study was to simulate the application of simple rain water harvesting in reducing surface runoff from roof surfaces in the study area within the sub Basin of Pesanggrahan. Among all the data that need to be collected were the number of houses and area of roof cover in the study area, as well as 10 years rainfall data. Number of houses per block were collected during a field survey while the estimation of roof area was conducted using a web-based software, i-Tree Canopy. From this simulation, scenario 1 (800-liter water drums), has the potential to reduce surface runoff from the roofs within the range of 6.12 to 9.07% (January) and between 5.08 to 7.49% (February). Meanwhile scenario 2 (2000-liter water tank) has the potential for surface runoff reduction which ranges between 15.30 to 22.67% (January) and between 12.64 to 18.73% (February). On the other hand, the potential to delay the initial surface runoff time using scenario 1 ranged from 3.7 to 5.5 minutes (January) and between 3.1 to 4.5 minutes (February). Meanwhile scenario 2 has a potential to delay the initial surface runoff time from 9.3 to 13.7 minutes (January) and between 7.6 to 11.3 minutes (February).
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