Rekayasa Simulasi CFD ANSYS Pengaruh Tinggi Siphon Terhadap Distribusi Tekanan dan Debit Air di Sepanjang Aliran Pipa pada Industri Kecil Penyedia Air Bersih

  • Iqbal Nashrullah Prodi D4 Sistem Pembangkit Energi, Departemen Teknik Mekanika dan Energi, Politeknik Elektronika Negeri Surabaya https://orcid.org/0000-0002-5646-0722
  • Setyo Nugroho Prodi D4 Sistem Pembangkit Energi, Departemen Teknik Mekanika dan Energi, Politeknik Elektronika Negeri Surabaya
  • Achmad Bahrul Ulum Prodi D4 Sistem Pembangkit Energi, Departemen Teknik Mekanika dan Energi, Politeknik Elektronika Negeri Surabaya
Keywords: Siphon; Pressure Distribution; CFD ANSYS; Pressure Drop; % Error

Abstract

In the implementation of the siphon system it is used to prevent failure of rising groundwater levels that flow in the highlands including mountain slopes. The siphon system experiences greater drop pressure along with the increase in the height of the siphon, which should have higher pressure with a constant flow and an increase in the height of the siphon to achieve greater siphon system efficiency. To find out the value of pressure drop and the cause of the pressure drop on the siphon system, three methods are used, namely theoretical calculation, simulation of CFD ANSYS and actual measurements using pressure gauge water of bordoun type analogous with variations of valve opening 100% full opened, 66,67% opened, and 33,33% opened and the heights of the siphon are 1 meter, 1,5 meters and 2 meters. From the results of the three methods, the average water flow rate varies based on the height of siphon 1 meter, 1,5 meters and 2 meters is 0,0000854 m3/s to 0,0002716 m3/s and the average pressure of 111.736,7 N/m2 to 88.899,57 N/m2. While the average value of siphon based on variations in valve openings with the same height of siphon is obtained 83.939,634 N/m2 to 130.400,615 N/m2. In addition, an error value between theoretical calculation and CFD simulation of 0,03% to 1,18% and error of the between theoretical calculations and actual measurements is 0,08% to 1,10%.

References

Ir. Dedeng Herlan, MSi. (2011). Analisis Unjuk Kerja Jaringan Pipa Siphon Jurnal Konstruksi. Vol. 1 No.3.

Pusat Penelitian Geoteknologi – LIPI. (2014). Rekayasa Hidraulika Kestabilan Lereng dengan Sistem Siphon: Studi Kasus di Daerah Karangsambung Jawa Tengah Semarang. Ris.Geo.Tam Vol. 24 No.2 (103-114).

Helmizar. (2010). Tugas Akhir : Studi Eksperimental Pengukuran Head Losses Major (Pipa PVC Diameter ¾”) dan Head Losses Minor (Belokan Knee 90° Diameter ¾”) Pada Sistem Instalasi Pipa. Jurnal Teknik Mesin Fakultas Teknik Universitas Bengkulu, Bengkulu.

Philip J. Pritchard. (2011). Fox and McDonald’s : Introduction Fluid Mechanics 8th. John Wiley & Sons, Inc.

Supardi, Max Millian Renwarin. (2015). Tugas Akhir : Pengaruh Variasi Debit Aliran dan Pipa Isap (Suction) Terhadap Karakteristik Pompa Sentrifugal yang Dioperasikan Secara Paralel. Fakultas Teknik Universitas 17 Agustus 1945 Surabaya, Vol. 1 No.1.

Realize Your Product PromiseTM. (2012). Introduction to ANSYS Fluent. Copyright ANSYS, Inc.

Negara Priana Wendy. (2007). Tugas Akhir : Perbandingan Analisis Pressure Drop Pada Pipa Lengkung 90 derajat Standar ANSI B36.10 Dengan COSMOSfloWorks. Jurusan Teknik Mesin Fakultas Industri.

Published
2019-11-11