剪发区剪发区修护,具有正常化和结节作为水灾控制

Muhammad Fahrizal Alfianto, M. Efendi, Sutikno Sutikno
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引用次数: 0

摘要

洪水是中邦县Sumiboto区Gunting河沿岸经常发生的问题。由于自然因素或人类活动造成的泥沙淤积和河体变窄而导致的河流容量减少。预测和控制洪水的几种技术和非技术方法。从技术上讲,可以进行河道和堤防的治理、泄洪道的建设、滞洪流域的建设、堰塞湖的建设和水库的防洪。而非技术方面,它可以通过洪泛平原管理、洪水流域的土地利用管理、社会化或向社区提供有关洪水问题的咨询,以及利用现有的河岸。经计算,设计降雨量为124,007毫米。盆东河汛期为50年,回复期为342,935立方米/秒。基于50年回收期的分析,现有河段已不能满足规划泄洪的要求,拟对河段进行整治。河流的横截面尺寸采用梯形形状。堤防规划的结果是堤防距水位至少0.75 m。根据预算计划的计算,它得到Rp. 226.170.610.600.-
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PERBAIKAN PADA ALUR SUNGAI GUNTING KABUPATEN JOMBANG DENGAN NORMALISASI DAN TURAP SEBAGAI PENGENDALI BANJIR
Flooding is a problem that often occurs on the banks of the Gunting River, Sumiboto District, Jombang Regency. Reduced river capacity due to the accumulation of sedimentation and narrowing of river bodies that occurs due to natural factors or human activity. Several technical and non-technical ways to anticipate and control flooding. Technically, it can be carried out normalizing rivers and embankments, constructing floodways, constructing retarding basins, constructing sudetan, and controlling floods with reservoirs. Whereas non-technically, it can be through flood plain management, land use management in flood watersheds, socialization, or counseling to the community about flooding problems, and utilization of existing river banks. Based on the calculation, there is a design rainfall of 124,007 mm. Buntung River flood debit with a 50-years return period of 342,935 m3/second. Based on the analysis with a 50-years return period, the existing section can’t accommodate the planned flood discharge, so it is planned to improve the river. The cross-sectional dimensions of the river use a trapezoidal shape. The result of the embankment planning is obtained at least 0.75 m of embankment guard from the water level. Based on the calculation of the Budget Plan it gets around Rp. 226.170.610.600.-
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