Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex Pipe
This research has been conducted study the effect of horizontal pipe length on flooding phenomenon. Observation of the flow phenomenon has used high speed camera. Working fluids for this study were water-air and the water flow was countercurrent to the air through a hot leg simulator. Hot leg simula...
| Main Authors: | , , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
University of Muhammadiyah Malang
2017-11-01
|
| Series: | JEMMME (Journal of Energy, Mechanical, Material, and Manufacturing Engineering) |
| Subjects: | |
| Online Access: | http://ejournal.umm.ac.id/index.php/JEMMME/article/view/5029/pdf |
| _version_ | 1828437720928616448 |
|---|---|
| author | Samuel Hartono Deendarlianto Indarto Apip Badarudin |
| author_facet | Samuel Hartono Deendarlianto Indarto Apip Badarudin |
| author_sort | Samuel Hartono |
| collection | DOAJ |
| description | This research has been conducted study the effect of horizontal pipe length on flooding phenomenon. Observation of the flow phenomenon has used high speed camera. Working fluids for this study were water-air and the water flow was countercurrent to the air through a hot leg simulator. Hot leg simulator consisted of an acrylic horizontal pipe with inside diameter of 25.4 mm and an elbow with inclination angle of 500. The ratio of length to diameter pipe used in this study L/D = 25, L/D = 50 and L/D = 94.5. Water superficial velocity (JL) were 0.016 m/s, 0.049 m/s, 0.082 m/s. For each water superficial velocity, air superficial velocity (JG) was increased gradually with 0.1646 m/s from 0 m/s until flooding phenomenon appeared. Time interval to change air superficial velocity was 15 seconds. The result of this study was flooding phenomenon appeared earlier for higher L/D, and it was observed that the onset of flooding shifted toward the bend. It was also observed that flooding phenomenon shifted away from the bend for higher JL while L/D kept constant. |
| first_indexed | 2024-12-10T19:50:37Z |
| format | Article |
| id | doaj.art-66c9fc894ede4686b7e2246449636f7e |
| institution | Directory Open Access Journal |
| issn | 2541-6332 2548-4281 |
| language | English |
| last_indexed | 2024-12-10T19:50:37Z |
| publishDate | 2017-11-01 |
| publisher | University of Muhammadiyah Malang |
| record_format | Article |
| series | JEMMME (Journal of Energy, Mechanical, Material, and Manufacturing Engineering) |
| spelling | doaj.art-66c9fc894ede4686b7e2246449636f7e2022-12-22T01:35:48ZengUniversity of Muhammadiyah MalangJEMMME (Journal of Energy, Mechanical, Material, and Manufacturing Engineering)2541-63322548-42812017-11-01226473https://doi.org/10.22219/jemmme.v2i2.5029Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex PipeSamuel Hartono0Deendarlianto1Indarto2Apip Badarudin3Gadjah Mada UniversityGadjah Mada UniversityGadjah Mada UniversityGadjah Mada UniversityThis research has been conducted study the effect of horizontal pipe length on flooding phenomenon. Observation of the flow phenomenon has used high speed camera. Working fluids for this study were water-air and the water flow was countercurrent to the air through a hot leg simulator. Hot leg simulator consisted of an acrylic horizontal pipe with inside diameter of 25.4 mm and an elbow with inclination angle of 500. The ratio of length to diameter pipe used in this study L/D = 25, L/D = 50 and L/D = 94.5. Water superficial velocity (JL) were 0.016 m/s, 0.049 m/s, 0.082 m/s. For each water superficial velocity, air superficial velocity (JG) was increased gradually with 0.1646 m/s from 0 m/s until flooding phenomenon appeared. Time interval to change air superficial velocity was 15 seconds. The result of this study was flooding phenomenon appeared earlier for higher L/D, and it was observed that the onset of flooding shifted toward the bend. It was also observed that flooding phenomenon shifted away from the bend for higher JL while L/D kept constant.http://ejournal.umm.ac.id/index.php/JEMMME/article/view/5029/pdfhot legL/Dfloodingcounter current flowsuperficial velocity |
| spellingShingle | Samuel Hartono Deendarlianto Indarto Apip Badarudin Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex Pipe JEMMME (Journal of Energy, Mechanical, Material, and Manufacturing Engineering) hot leg L/D flooding counter current flow superficial velocity |
| title | Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex Pipe |
| title_full | Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex Pipe |
| title_fullStr | Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex Pipe |
| title_full_unstemmed | Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex Pipe |
| title_short | Influence of Horizontal Pipe Length to Flooding of Counter Current of Water-Air Flow in Complex Pipe |
| title_sort | influence of horizontal pipe length to flooding of counter current of water air flow in complex pipe |
| topic | hot leg L/D flooding counter current flow superficial velocity |
| url | http://ejournal.umm.ac.id/index.php/JEMMME/article/view/5029/pdf |
| work_keys_str_mv | AT samuelhartono influenceofhorizontalpipelengthtofloodingofcountercurrentofwaterairflowincomplexpipe AT deendarlianto influenceofhorizontalpipelengthtofloodingofcountercurrentofwaterairflowincomplexpipe AT indarto influenceofhorizontalpipelengthtofloodingofcountercurrentofwaterairflowincomplexpipe AT apipbadarudin influenceofhorizontalpipelengthtofloodingofcountercurrentofwaterairflowincomplexpipe |