PENGARUH PENETAPAN WAKTU HUJAN TERHADAP BESARNYA DEBIT BANJIR RENCANA
Abstract
The aim of this study is to determine the discharge of rainwater runoff from different durations of rain, to determine the magnitude of the differences in the discharge of rainwater runoff produced, and to determine the differences in channel dimensions resulting from differences in the duration of rain used. This study uses 6 years of daily rainfall data recorded at Bengel Station, to calculate the planned flood discharge as an alternative for controlling rain runoff in the Green Asia Housing area with a land area of ±6 hectares, a test time was used with rain times selected as 24 hours and 5 hours. Flood discharge is calculated using the Rational formula with a rain return period of 2 years according to the design area. The results of data analysis will be presented in the form of tables, discussed and concluded descriptively.
The results of the study show that there is indeed a quite large difference in flood discharge, where the use of a 24-hour rain period produces a planned discharge that is around 32% lower than the use of a 5-hour rain period. The dimensions of the channel produced for a discharge with a rain duration of 24 hours are also smaller than the dimensions produced by a flow discharge with a rain duration of 5 hours. The fact is that rain events with a duration of shorter than 24 hours are more common than rain events lasting a full day.
Keywords
Full Text:
PDFReferences
Anonim. (2014). Peraturan Menteri Pekerjaan Umum No. 12/PRT/M/2014 tentang Penyelenggaraan Sistem Drainase Perkotaan. Jakarta
BWSNT 1. (2022). Data Curah Hujan. Provinsi Nusa Tenggara barat.
Chow V. T, (1959). Open Channel Hydraulics, McGraw – Hill
Suripin. (2004). Sistem Drainase Perkotaan yang Berkelanjutan. Yogyakarta, Andi.
Wardana.I G A. N.R.K. W. (2023). Analisis Pemanfaatan Sistem drainase Berwawasan Lingkungan Untuk Permukiman Baru. Skripsi FT Unram. Mataram
Tangkudung.H.G.P.H., L. Kawet, E.M. Wuisan. (2013). Perencanaan Sistem drainase Kawasan Kampus Universitas Sam Ratulangi. Jurnal Sipil Statik Vol.1 No.3, Februari 2013 (164-170) 164
Riogilang. M.A.R.H dan Liany A. Hendratta. (2019). Perencanaan SIstem Drainase Berwawasan Lingkungan Dengan Sumur Resapan Di Lahan Perumahan Wenwin – Ses Tumpengan Kabupaten Minahasa. Jurnal Sipil Statik Vol.7 No.2 Februari 2019 (189-200) ISSN: 2337-6732 189
Purnama.A dan Saputri.D.E, 2016. Studi Kelayakan Saluran Drainase Jalan Sultan Kaharuddin KM. 02 Kabupaten Sumbawa. Jurnal SAINTEK UNSA, Volume 1, Nomor 1, Februari 2016
DOI: https://doi.org/10.35327/gara.v17i4.628
Refbacks
- There are currently no refbacks.
Copyright (c) 2023 GANEC SWARA
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.