contributor author | Bryan J. Heiner | |
contributor author | Steven L. Barfuss | |
contributor author | Michael C. Johnson | |
date accessioned | 2017-05-08T21:52:50Z | |
date available | 2017-05-08T21:52:50Z | |
date copyright | February 2011 | |
date issued | 2011 | |
identifier other | %28asce%29ir%2E1943-4774%2E0000302.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/65168 | |
description abstract | Parshall flume tests were conducted to determine the sensitivity on indicated flow rate resulting from improperly located staff gauges and differing entrance conditions to the flume. An acrylic 2 ft (61 cm) Parshall flume was constructed to specified design dimensions and installed level in an 8 ft (243.8 cm) wide testing flume at the Utah Water Research Laboratory. Multiple stilling wells and two sliding point gauges were used to determine the head measurements from stilling well ports and water surface elevations along the wall and down the center of the converging approach section of the flume for multiple flow rates. The recommended radius wingwall, a 45° wingwall and no wingwall were also tested with and without offsets at the entrance to the flume. The laboratory tests indicated that head measurements taken at locations other than the location specified by Parshall | |
publisher | American Society of Civil Engineers | |
title | Flow Rate Sensitivity due to Parshall Flume Staff Gauge Location and Entrance Wing Wall Configuration | |
type | Journal Paper | |
journal volume | 137 | |
journal issue | 2 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)IR.1943-4774.0000274 | |
tree | Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 002 | |
contenttype | Fulltext | |