EFFECTIVENESS OF ABSORPTION WELLS USING THE SUNJOTO METHOD TO CONTROL FLOODING IN THE VILLAGE OF NGRASEH BOJONEGORO

Mushthofa Mushthofa, Fajrina Nur Fadhila, Yulia Indriani, Nasyiin Faqih, Mochammad Qomaruddin
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Abstract

Infiltration wells are a form of hydrological infrastructure used to manage rainwater. Infiltration wells are usually built as part of a rainwater management system to soak rainwater into the ground and reduce surface waterlogging as well as slow down surface runoff and allow rainwater to seep into the ground to renew aquifers or prevent waterlogging. Maintaining groundwater levels is an important step in sustainable water resource management. The aim of this research is to plan effective infiltration wells to replace rainwater catchment areas lost due to building construction. The planning of this infiltration well uses the Sunjoto  method. From the research results, it was found that an effective infiltration well design was calculated using the Sunjoto  method. With the data, each roof area of ​​the house has an optimum number of infiltration wells with a planned infiltration well diameter of 1 m with a depth of 2.5 m with an effective depth according to the calculations is as follows: 60 m2 number of 1 unit of absorption well with an optimum depth of 2.82 m, 80 m2 number of 2 units of absorption well with an optimum depth of 3.76 m, 100 m2 number of 2 units of absorption well with an optimum depth of 4.7 m, 120 m2 number of 2 units of infiltration wells with an optimum depth of 5.64 m, 140 m2 number of 3 units of absorption wells with an optimum depth of 6.58 m, 160 m2 number of 3 units of absorption wells with an optimum depth of 7.52 m, 180 m2 number of 3 units of absorption wells with an optimum depth of 8.46 m, 200 m2 total of 4 units of infiltration wells with  an  optimum depth  of 9.4 m.
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在恩格拉塞-博约讷戈罗村采用晒图法修建吸收井控制洪水的效果
渗透井是一种用于管理雨水的水文基础设施。渗透井通常作为雨水管理系统的一部分来建造,目的是将雨水浸入地下,减少地表积水,减缓地表径流,让雨水渗入地下,以更新含水层或防止内涝。保持地下水位是可持续水资源管理的重要一步。这项研究的目的是规划有效的渗透井,以取代因建筑施工而损失的雨水集水区。该渗透井的规划采用了 Sunjoto 方法。研究结果表明,使用 Sunjoto 方法计算出了有效的渗透井设计。根据这些数据,房屋的每个屋顶区域都有一个最佳的渗透井数量,规划的渗透井直径为 1 米,深度为 2.5 米,有效深度根据计算结果如下:60 m2 吸水井 1 个,最佳深度为 2.82 m;80 m2 吸水井 2 个,最佳深度为 3.76 m;100 m2 吸水井 2 个,最佳深度为 4.7 m;120 m2 渗井 2 个,最佳深度为 5.64 m;140 m2 渗井 2 个,最佳深度为 4.7 m。64 米,140 平方米,3 个最佳深度为 6.58 米的吸水井,160 平方米,3 个最佳深度为 7.52 米的吸水井,180 平方米,3 个最佳深度为 8.46 米的吸水井,200 平方米,共 4 个最佳深度为 9.4 米的渗透井。
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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