| contributor author | Christopher I. Thornton | |
| contributor author | Brian A. Smith | |
| contributor author | Steven R. Abt | |
| contributor author | Michael D. Robeson | |
| date accessioned | 2017-05-08T21:52:26Z | |
| date available | 2017-05-08T21:52:26Z | |
| date copyright | October 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29ir%2E1943-4774%2E0000071.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/64922 | |
| description abstract | An experimental program was conducted to determine if a Parshall flume, developed to accurately measure open-channel subcritical flow, could also be used to measure discharge in a supercritical flow regime. Fifteen experimental configurations were tested using two small Parshall flumes [6-in. (15.2-cm) and 9-in. (22.9-cm) crest width] with varying approach channel slopes, approach channel roughness, and flume convergence. It was determined that a single Parshall flume can be used to measure flow (within ±5%) for both supercritical and subcritical flow regimes for a specified range of flows. The original Parshall flume equation was then modified to incorporate crest width, channel slope, channel roughness, and convergence in the prediction algorithm. Unique expressions were developed for both supercritical and subcritical flow regimes to estimate the discharge. A single expression does not appear feasible for accurate discharge measurement for both flow regimes in a Parshall flume at this time. | |
| publisher | American Society of Civil Engineers | |
| title | Supercritical Flow Measurement Using a Small Parshall Flume | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 5 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0000014 | |
| tree | Journal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 005 | |
| contenttype | Fulltext | |