| dc.creator | GENOVEZ, A | |
| dc.creator | ABT, S | |
| dc.creator | FLORENTIN, B | |
| dc.creator | GARTON, A | |
| dc.date | 1993 | |
| dc.date | NOV-DEC | |
| dc.date | 2014-12-16T11:34:10Z | |
| dc.date | 2015-11-26T17:59:43Z | |
| dc.date | 2014-12-16T11:34:10Z | |
| dc.date | 2015-11-26T17:59:43Z | |
| dc.date.accessioned | 2018-03-29T00:41:54Z | |
| dc.date.available | 2018-03-29T00:41:54Z | |
| dc.identifier | Journal Of Irrigation And Drainage Engineering-asce. Asce-amer Soc Civil Engineers, v. 119, n. 6, n. 1081, n. 1091, 1993. | |
| dc.identifier | 0733-9437 | |
| dc.identifier | WOS:A1993MH55300013 | |
| dc.identifier | 10.1061/(ASCE)0733-9437(1993)119:6(1081) | |
| dc.identifier | http://www.repositorio.unicamp.br/jspui/handle/REPOSIP/57237 | |
| dc.identifier | http://www.repositorio.unicamp.br/handle/REPOSIP/57237 | |
| dc.identifier | http://repositorio.unicamp.br/jspui/handle/REPOSIP/57237 | |
| dc.identifier.uri | http://repositorioslatinoamericanos.uchile.cl/handle/2250/1291710 | |
| dc.description | A study was conducted in the Hydraulics Laboratory of Colorado State University to evaluate how settlement affects the accuracy of 30.5- and 61.0-cm (1- and 2-ft) prefabricated metal Parshall flumes. The flumes were installed and tested for lateral, longitudinal, and combined lateral-longitudinal slopes settlements. Flume slopes varied +/- 7%, and were conducted for free outfall conditions. The results indicated that the Parshall flume accuracy is slope-dependent. The flume rating was in error approximately 28% for longitudinal slopes of +/- 5%, and approximately 10% for lateral settlement of +/- 5%. Flow rates used in this study ranged from 0.01 to 0.20 m3/s for the 30.5-cm flume and 0.03-0.28 m3/s for the 61.0-cm flume. A procedure was presented to adjust the flow rating for lateral, longitudinal, and combined lateral-longitudinal settlement as a function of the flume slope, flow depth, and flume throat width. The results of the 30.5- and 61.0-cm flumes were compared to the results of similar tests with 2.54-, 5.08-, and 7.62-cm Parshall flumes. | |
| dc.description | 119 | |
| dc.description | 6 | |
| dc.description | 1081 | |
| dc.description | 1091 | |
| dc.language | en | |
| dc.publisher | Asce-amer Soc Civil Engineers | |
| dc.publisher | New York | |
| dc.relation | Journal Of Irrigation And Drainage Engineering-asce | |
| dc.relation | J. Irrig. Drainage Eng-ASCE | |
| dc.rights | fechado | |
| dc.source | Web of Science | |
| dc.subject | Rating Correction | |
| dc.title | CORRECTION FOR SETTLEMENT OF PARSHALL FLUME | |
| dc.type | Artículos de revistas | |
