| contributor author | F. J. Tarantine | |
| contributor author | W. T. Rouleau | |
| date accessioned | 2017-05-09T00:20:56Z | |
| date available | 2017-05-09T00:20:56Z | |
| date copyright | September, 1969 | |
| date issued | 1969 | |
| identifier issn | 0098-2202 | |
| identifier other | JFEGA4-27339#341_1.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/134290 | |
| description abstract | An investigation has been made of the pressure attenuation that can be obtained through the application of a rigid tapered section located immediately upstream of a quick-closing valve or other surge-generating device. The model taken was that of an inviscid liquid flowing through the rigid tapered tube terminated by either a very long uniform line or a finite-length line and reservoir. This paper presents an outline of a theoretical method for solving the given problem, along with some practical solutions. A description and the results of experimental work performed to substantiate the theory are also included. | |
| publisher | The American Society of Mechanical Engineers (ASME) | |
| title | Water-Hammer Attenuation With a Tapered Line | |
| type | Journal Paper | |
| journal volume | 91 | |
| journal issue | 3 | |
| journal title | Journal of Fluids Engineering | |
| identifier doi | 10.1115/1.3571110 | |
| journal fristpage | 341 | |
| journal lastpage | 351 | |
| identifier eissn | 1528-901X | |
| keywords | Pressure | |
| keywords | Reservoirs | |
| keywords | Water hammer | |
| keywords | Valves AND Surges | |
| tree | Journal of Fluids Engineering:;1969:;volume( 091 ):;issue: 003 | |
| contenttype | Fulltext | |
