| contributor author | Akhilesh Kumar Jha | |
| contributor author | Juichiro Akiyama | |
| contributor author | Masaru Ura | |
| date accessioned | 2017-05-08T20:42:15Z | |
| date available | 2017-05-08T20:42:15Z | |
| date copyright | December 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-9429%281995%29121%3A12%28877%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24080 | |
| description abstract | The first-order flux difference splitting scheme and its second-order extensions are investigated for their applicability to dam-break problems. Roe's first-order explicit scheme is first formulated using an approximate Jacobian. A general entropy-satisfying formula is incorporated, which significantly improves the applicability of the Roe scheme. The Roe scheme is extended to second-order accuracy using the Lax-Wendroff numerical flux, the MUSCL approach, and the modified flux approach. To damp out oscillations resulting from the second order of accuracy, a flux/slope limiter is incorporated in the second-order schemes. Numerical results for dam-break problems demonstrating the effect of the violation of the entropy-inequality condition and effectiveness of the proposed treatment by a general entropy-satisfying formula are presented. The Roe scheme is compared against its second-order extensions as well as with first-order schemes such as the Lax-Friedrichs and modified Beam and Warming schemes. It is demonstrated that although higher-order schemes provide better shock resolution, Roe's first-order scheme may be preferred for practical applications when computation time, overall accuracy, and applicability are considered. | |
| publisher | American Society of Civil Engineers | |
| title | First- and Second-Order Flux Difference Splitting Schemes for Dam-Break Problem | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 12 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1995)121:12(877) | |
| tree | Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012 | |
| contenttype | Fulltext | |