Noroyono Wibowo, S. Sutikno, Agus Suhardono
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随着Mojoagung地区社区动态的发展,特别是在Kademangan村地区,由于土地覆盖从稻田到居民区、设施和其他基础设施(如道路)的变化,它可能导致洪水。本文旨在利用S曲线法对排水网络、现有规划图纸、预算计划和项目实施进度进行评估和规划。在实施过程中,进行了水文水力学分析。进行水文分析,采用合理的方法计算计划费用;进行水力分析,计算现有排水渠道的容量。这样就可以知道发生洪水的点的位置和新的通道尺寸规划。基于离散度测量的10年回报研究结果得出了一个合适的分布是Pearson Log Log分布III,每个通道都有计划的借方值,大多数现有通道无法容纳洪水借方。然后需要重新规划一个不能容纳洪水借方的通道,规划的结果是绘制计划,成本预算计划的价值为rp .2,794,165,433.04, -和计划的项目实施时间表,为期12周。
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EVALUASI DAN PERENCANAAN ULANG JARINGAN DRAINASE UNTUK PENANGGULANGAN BANJIR DI DESA KADEMANGAN KECAMATAN MOJOAGUNG KABUPATEN JOMBANG
Along with the development of community dynamics in the District of Mojoagung, especially in the area of Kademangan Village, it can cause flooding due to changes in land cover from paddy fields to residential areas, facilities and other infrastructure such as roads. This thesis aims to evaluate and plan drainage networks, existing planning drawings, Budget Plans, and project implementation schedules using the S curve method. In the implementation, the analysis of hydrology and hydraulics is carried out. Hydrological analysis is carried out with the aim of calculating the plan debit using a rational method and hydraulic analysis is carried out to calculate the capacity of the existing drainage channels. So that it can be known the location of the point of flooding that occurred and the new channel dimension planning. The results of the study with a 10-year return based on dispersion measurements obtained a suitable distribution is the Pearson Log Log Distribution III with planned debit values in each channel and most of the existing channels are not able to accommodate flood debit. Then re-planning is needed for a channel that cannot accommodate flood debit and the results of planning are drawing plans, the value of the Cost Budget Plan isRp.2,794,165,433.04, -, and planned project implementation schedule which is 12 weeks long.
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