Analisis Kecepatan Aliran Pada Penampang Saluran Segi Empat Dan Trapesium Di Saluran Induk Bantimurung Kabupaten Maros

Authors

  • Muhammad Syarif Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Andi Rumpang Yusuf Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Burhanuddin Badrun Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa

DOI:

https://doi.org/10.56326/jptsk.v1i2.3025

Keywords:

Flow Speed, Channel Debit, Hydraulic Radius

Abstract

This study aims to determine the distribution of flow velocity and analyze differences in flow velocity in the rectangular and trapezoidal channels in the Bantimurung main channel, Maros Regency. The research method used is starting from making observations in the field related to the selection of research sites and then collecting data at the selected locations in the field with each sample in each channel. Furthermore, case studies or literature studies from various literature books related to the distribution of flow velocity, and analyzing the comparison of flow rates and how to calculate flow rate. Based on this research, it is obtained that the flow velocity distribution on the trapezoidal channel section and the rectangular channel section shows a large flow velocity value in the center of the channel and decreases when approaching the channel edge. Channel discharge Q in the same channel flow with a different channel cross section, is influenced by the value of the hydraulic radius ( R ) which is different depending on the shape of the channel

References

Ali dkk, 2018, Karakteristik Aliran Pada Bangunan Pelimpah Tipe Ogee, Jurnal Teknik Hidro. Vol. 11, No. 1

Anwar1, R. (2007), Studi Perencanaan Saluran Samping Ruas Jalan Bayangkara Tanah Grogot Kabupaten Pasir, INFO-TEKNIK Volume 8 No.1 , (1-6) .

Azhari, D. (2016), Analisis Debit Rancangan Banjir Dan Kapasitas Penampang Sungai Baki, 4-25.

Chow1992, Hidrolika Saluran Terbuka, (terjemahan), Erlangga, Jakarta

Haris, d. V. (2016), Perencanaan Dimensi Ekonomis Saluran Primer Daerah Irigasi (Di) Bunga Raya, Jurnal Teknik Sipil Siklus,Vol. 2 , 48-53.

Heryana Oktaviana, 2008, Pengaruh Kontraksi Penampang Sungai, Tesis Teknik Sipil Universitas Indonesia, Jakarta

Ikhsan, C. (2006), Analisis Distribusi Kecepatan Aliran Seragam Pada Saluran Terbuka Tampang Segiempat, Jurusan Teknik Sipil, Fakultas Teknik, Universitas Sebelas Maret , 1-6.

Norhadi, d. A. (2015), Studi Debit Aliran Pada Sungai Antasan Kelurahansungai Andai Banjarmasin Utara, Jurnal Poros Teknik Volume 7 No. 1 , 1-53 .

Norman, P. R. (2017), Evaluasi Kapasitas Saluran Drainase Unesa Dengan Adanya Pengembangan Kawasan Surabaya Barat, Tugas Akhir-Rc14-1501 , 5-40.

Pangestu, M. I. (2017). Kaji Ulang Dimensi Saluran Pada Sistem Drainase Di Perumahan Sinbad Green Residence. Institut Pertanian Bogor Bogor , 1-25.

Robert, J.K.,2002 , Hidrolika Saluran Terbuka, (terjemahan), Erlangga, Jakarta.

Rangga Raju, (1981), Studi Pengaruh Energi specific Terhadap Kecepatan Aliran,Tesis Teknik Sipil Sriwijaya Indonesia

Triatmodjo B., 2008, Hidraulika II, Beta Offset, Yogyakarta

Triatmodjo, B., 1996 “Hidraulika II”, Edisi kedua, Beta Offset, Yogyakarta.

Ven Te Cow., E.V. Nensi Rosalina, 1989,Hidrolika Saluran Terbuka, (terjemahan), Erlangga, Jakarta

Ven Te Chow,1959 , Hidrolika Saluran Terbuka, (terjemahan), Erlangga, Jakarta

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Published

2023-05-30