Ardinata, Ardinata (2019) Studi Kolam Retensi Sebagai Upaya Pengendalian Banjir Sungai Bruno Desa Sidomulyo Kecamatan Semen Kabupaten Kediri. Skripsi thesis, Universitas Kadiri.
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Abstract
Retention ponds function to fill time and can be combined with a pump or floodgates to cope with flooding. This study aims to determine the flood discharge that the Bruno River cannot accommodate. The method used is data from the research location and literature review of previous studies. Namely Hydrological Analysis of rainfall data for 10 years taken from the Kanyoran station. Until calculating the flood discharge plan with the Rational method. The Rational Method is one of the common methods used to estimate the peak flow rate. Results for a 50 year return period, get an excess of flood discharge of 64,363 m3 / s, duration of rain (t) 3.2 hours and a minimum storage volume of 378 580.32 m3 . Retention pond with dimensions plan K1 p = 300m, l = 130m, t = 2m, and K2 p = 300m, l = 125m, t = 2m Keywords: Rainfall Plan, Flood Flowrates, Retention Pool
| Item Type: | Thesis (Skripsi) |
|---|---|
| Subjects: | T Technology > TA Engineering (General). Civil engineering (General) |
| Divisions: | Fakultas Teknik > Prodi Teknik Sipil S1 |
| Depositing User: | NR Nurul Huda |
| Date Deposited: | 21 May 2022 02:35 |
| Last Modified: | 21 May 2022 02:35 |
| URI: | http://repository.unik-kediri.ac.id/id/eprint/363 |
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