| contributor author | Jennifer K. Holman-Dodds | |
| contributor author | C. Bryan Young | |
| contributor author | Brian R. Nelson | |
| date accessioned | 2017-05-08T20:43:50Z | |
| date available | 2017-05-08T20:43:50Z | |
| date copyright | June 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-9429%282000%29126%3A6%28467%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25049 | |
| description abstract | In this paper, we present a methodology for the selection of reach length in unsteady, one-dimensional models of open channel flow. Using computational experiments, we determined an appropriate reach length for 425 combinations of channel and flow parameters. For each combination of parameters, we refined the finite difference grid until numerical error was reduced to 1.0% of a high resolution solution. We generated a set of dimensionless parameters and used regression analysis to relate channel and flood properties to an appropriate computational reach length. | |
| publisher | American Society of Civil Engineers | |
| title | Computational-Reach Length for Prismatic Channels | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 6 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2000)126:6(467) | |
| tree | Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 006 | |
| contenttype | Fulltext | |