| contributor author | Ziji Zhang | |
| contributor author | Junmei Cai | |
| date accessioned | 2017-05-08T20:43:20Z | |
| date available | 2017-05-08T20:43:20Z | |
| date copyright | November 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9429%281999%29125%3A11%281150%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24742 | |
| description abstract | A compromise orifice geometry is experimentally proven to cause a smaller local pressure drop in conduit flow. An orifice installed as an energy dissipator in a flood conduit is required to dissipate a designed amount of energy at the design discharge. A small local pressure drop is preferred to minimize the cavitation risk. Experiments show that the orifice geometry strongly affects the wall-pressure distributions. Although sharp-edged and streamlined orifice plates can meet the energy dissipation requirement, they both cause larger pressure drops than do orifices shaped with compromise geometry that is neither sharp-edged nor streamlined. A compromise between the contraction ratio and the abruptness of transition helps minimize pressure drop. If the required energy loss increases, the compromise geometry should be more streamlined and have a smaller contraction ratio. The present paper provides the possibility of using alternative orifice geometry, such as a sloping-approach orifice, to reduce the risk of cavitation. | |
| publisher | American Society of Civil Engineers | |
| title | Compromise Orifice Geometry to Minimize Pressure Drop | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1999)125:11(1150) | |
| tree | Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 011 | |
| contenttype | Fulltext | |