SCOPUS 정보 검색 플랫폼 - 논문 보기

메뉴 건너뛰기

Journal of Hydraulic Engineering

Volumn 134, Issue 5, 2008, Pages 680-682

Closure to "divergence Form for Bed Slope Source Term in Shallow Water Equations" by Alessandro Valiani and Lorenzo Begnudelli

(2) Valiani, Alessandro a Begnudelli, Lorenzo a

a UNIVERSITY OF FERRARA (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

BEDLOAD; CHANNEL FLOW; CHANNEL HYDRAULICS; SHALLOW-WATER EQUATION;

EID: 42449124194 PISSN: 07339429 EISSN: 19437900 Source Type: Journal
DOI: 10.1061/(ASCE)0733-9429(2008)134:5(680) Document Type: Note

Times cited : (9)

References (8)

1
- 33745040086
- Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying
- 10.1061/(ASCE)0733-9429(2006)132:4(371)
- Begnudelli, L., and, Sanders, B. F. (2006). " Unstructured grid finite-volume algorithm for shallow-water flow and scalar transport with wetting and drying." J. Hydraul. Eng. JHEND8 0733-9429, 132 (4), 371-384. 10.1061/(ASCE)0733-9429(2006)132:4(371)
- (2006) J. Hydraul. Eng. , vol.132 , Issue.4 , pp. 371-384
- Begnudelli, L.¹ Sanders, B.F.²

2
- 33847183862
- Conservative wetting and drying methodology for quadrilateral grid finite volume models
- 10.1061/(ASCE)0733-9429(2007)133:3(312)
- Begnudelli, L., and, Sanders, B. F. (2007). " Conservative wetting and drying methodology for quadrilateral grid finite volume models." J. Hydraul. Eng. JHEND8 0733-9429, 133 (3), 312-322. 10.1061/(ASCE)0733-9429(2007)133:3(312)
- (2007) J. Hydraul. Eng. , vol.133 , Issue.3 , pp. 312-322
- Begnudelli, L.¹ Sanders, B.F.²

3
- 0003733595
- Cambridge University Press, Cambridge, U.K
- LeVeque, R. J. (2002). Finite-volume methods for hyperbolic problems, Cambridge University Press, Cambridge, U.K.
- (2002) Finite-volume Methods for Hyperbolic Problems
- Leveque, R.J.¹

4
- 0029219876
- Efficient implementation of non-oscillatory schemes for the computation of free surface flow
- Nujic, M. (1995). " Efficient implementation of non-oscillatory schemes for the computation of free surface flow." J. Hydraul. Res. JHYRAF 0022-1686, 33 (1), 101-111.
- (1995) J. Hydraul. Res. , vol.33 , Issue.1 , pp. 101-111
- Nujic, M.¹

5
- 0037146401
- On the construction, comparison, and local characteristic decomposition for high-order central WENO schemes
- 10.1006/jcph.2002.7191
- Qiu, J., and, Shu, C. W. (2002). " On the construction, comparison, and local characteristic decomposition for high-order central WENO schemes." J. Comput. Phys. JCTPAH 0021-9991, 183 (1), 187-209. 10.1006/jcph.2002.7191
- (2002) J. Comput. Phys. , vol.183 , Issue.1 , pp. 187-209
- Qiu, J.¹ Shu, C.W.²

6
- 0003542590
- 2nd Ed. Springer-Verlag, Berlin
- Toro, F. E. (1999). Riemann solvers and numerical methods for fluid dynamics, 2nd Ed., Springer-Verlag, Berlin.
- (1999) Riemann Solvers and Numerical Methods for Fluid Dynamics
- Toro, F.E.¹

7
- 0003847361
- Wiley, New York
- Toro, E. F. (2001). Shock-capturing methods for free-surface shallow flows, Wiley, New York.
- (2001) Shock-capturing Methods for Free-surface Shallow Flows
- Toro, E.F.¹

8
- 17844383982
- A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation
- 10.1029/2004WR003730
- Wu, W., Shields, F. D., Jr., Bennett, S. J., and, Wang, S. S. Y. (2005). " A depth-averaged two-dimensional model for flow, sediment transport, and bed topography in curved channels with riparian vegetation." Water Resour. Res. WRERAQ 0043-1397, 41, W03015. 10.1029/2004WR003730
- (2005) Water Resour. Res. , vol.41 , pp. 3015
- Wu, W.¹ Shields, F.D.² Bennett, S.J.³ Wang, S.S.Y.⁴

* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.