Influence of moving rainstorms on overland flow of an open book type using kinematic wave

Journal of Hydrologic Engineering

Volumn 16, Issue 11, 2011, Pages 926-934

  Mizumura, Kazumasa ^a   Ito, Yu ^a  

^a KANAZAWA INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Analytical techniques; Floods; Kinematic wave theory; Overland flow; Rainfall

Indexed keywords

ANALYTICAL TECHNIQUES; KINEMATIC WAVE METHOD; KINEMATIC WAVE THEORY; KINEMATIC WAVES; MANNING'S ROUGHNESS COEFFICIENT; NUMERICAL COMPUTATIONS; OVERLAND FLOW; PEAK DISCHARGE; SEMI-ANALYTICAL; SEMI-ANALYTICAL SOLUTION; WATER DEPTH;

DISCHARGE (FLUID MECHANICS); FLOODS; KINEMATICS; RAIN; THUNDERSTORMS; VELOCITY;

RIVERS;

EXPERIMENTAL STUDY; FLOODING; FLOW VELOCITY; KINEMATICS; OVERLAND FLOW; PEAK DISCHARGE; RAINFALL-RUNOFF MODELING; RAINSTORM; STREAMFLOW; WATER DEPTH;

EID: 83755173803     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000398     Document Type: Article

References (30)

1. Borah D.K. Xia R. Bera M. dynamic watershed simulation model. Mathematical models of small watershed hydrology and applications 2002, 113-166. V. P. Singh, D. K. Frevert Chap. 5, and eds., Water Resources Publications, Highland Ranch, CO.
2. Cadavid L. Obeysekera J.T. B. Shen H.W. Flood-frequency derivation from kinematic wave. J. Hydraul. Eng. 1991, 117(4):489-510. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1991)117:4(489).
3. Chang C.-L. Influence of moving rainstorms on watershed responses. Environ. Eng. Sci. 2007, 24(10):1353-1360. EESCF5, 1092-8758, 10.1089/ees.2006.0220, .
4. de Lima J.L. M. P. Singh V.P. The influence of the pattern of moving rainstorms on overland flow. Adv. Water Resour. 2002, 25(7):817-828. AWREDI, 0309-1708, 10.1016/S0309-1708(02)00067-2.
5. de Lima J.L. M. P. Singh V.P. Laboratory experiments on the influence of storm movement on overland flow. Phys. Chem. Earth 2003, 28(6-7):277-282. PCEAAV, 0079-1946.
6. Foroud N. flood hydrograph simulation model for watershed in southern Quebec. 1978, Ph.D. thesis, McGill Univ., Montreal, PQ, Canada.
7. Foroud N. Broughton R.S. Austin G.L. The effects of moving rainstorm on direct runoff properties. J. Am. Water Resour. Assoc. 1984, 20(1):87-91. JWRAF5, 1093-474X, 10.1111/j.1752-1688.1984.tb04645.x.
8. Garg N.K. Sen D.J. Integrated physically based rainfall-runoff modeling using FEM. J. Hydrol. Eng. 2001, 6(3):179-188. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2001)6:3(179).
9. Govindaraju R.S. Jones S.E. Kavvas M.L. On the diffusion model for overland flow: 1. Solution for steep slope. Water Resour. Res. 1988, 24(5):734-744. WRERAQ, 0043-1397, 10.1029/WR024i005p00734.
10. Hjelmfelt A.T. Overland flow from time-distributed rainfall. J. Hydraul. Div. 1981, 107(2):227-238. JYCEAJ, 0044-796X, .
11. Lighthill M.J. Whitham G.B. On kinematic waves. 1. Flood movement in long rivers. Proc. R. Soc. 1955, 229(1178):281-316. PRSAC4, 1471-2946, 10.1098/rspa.1955.0088.
12. Mizumura K. Nonlinear analysis of rainfall and runoff process. Proc., Int. Conf., Channel Flow and Catchment Runoff 1989, 196-205. B. C. Yen, ed., Univ. of VA, Charlottesville, VA.
13. Mizumura K. Nonlinear analysis of rainfall and runoff process. Catchment runoff and rational formula 1992, 128-144. B. C. Yen, ed., Water Resources Publications, Fort Collins, CO.
14. Mizumura K. Analytical solution of nonlinear kinematic wave model. J. Hydrol. Eng. 2006, 11(6):539-546. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2006)11:6(539), .
15. Moramarco T. Singh V.P. Accuracy of kinematic wave and diffusion wave for spatial-varying rainstorm over plane. Hydrol. Processes 2002, 16(17):3419-3435. HYPRE3, 0885-6087, 10.1002/hyp.1108.
16. Muzik I. Laboratory experiments with surface runoff. J. Hydraul. Div. 1974, 100(4):501-515. JYCEAJ, 0044-796X, .
17. Nunes J.P. de Lima J.L. M. P. Singh V.P. de Lima M.I. P. Numerical modeling of surface runoff and erosion due to moving rainstorms at the drainage basin scale. J. Hydrol. (Amsterdam) 2006, 330(3-4):709-720. JHYDA7, 0022-1694, 10.1016/j.jhydrol.2006.04.037.
18. Odai S.N. Nonlinear kinematic-wave model for predicting open-channel flow rate. J. Hydraul. Eng. 1999, 125(8):886-889. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1999)125:8(886), .
19. Ogden F.L. Richardson J.R. Julien P.Y. Similarity in catchment response: 2. Moving rainstorms. Water Resour. Res. 1995, 31(6):1543-1547. WRERAQ, 0043-1397, 10.1029/95WR00519.
20. Onizuka K. Odai S.N. Burgers' equation model for unsteady flow in open channels. J. Hydraul. Eng. 1998, 124(5):509-512. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1998)124:5(509).
21. Parlange J.Y. Rose C.W. Sanda G. Kinematic flow approximation of runoff on plane: An exact analytical solution. J. Hydrol. (Amsterdam) 1981, 52(1-2):171-176. JHYDA7, 0022-1694, 10.1016/0022-1694(81)90104-9.
22. Ponce V.M. The kinematic wave controversy. J. Hydraul. Eng. 1991, 117(4):511-525. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1991)117:4(511), .
23. Richardson J.R. Julien P.Y. One-dimensional modeling of moving rainstorms. Catchment runoff and rational formula 1992, 155-167. B. C. Yen ed., Water Resources Publications, Fort Collins, CO.
24. Singh V.P. Kinematic wave modeling in water resources: Surface-water hydrology 1996, ", Wiley, New York.
25. Singh V.P. Effect of the direction of storm movement on planar flow. Hydrol. Processes 1998, 12(1):147-170. HYPRE3, 0885-6087, 10.1002/(SICI)1099-1085(199801)12:1<147::AID-HYP568>3.0.CO;2-K, .
26. Smith R.E. Goodrich D.C. Woolheiser D.A. Unkrich C.L. KINEROS-A kinematic runoff and erosion model. Computer models of watershed hydrology 1995, 697-732. V. P. Singh Chap. 20, ed., Water Resources Publications, Highland Ranch, CO.
27. Stephenson D. Meadows M.E. Kinematic hydrology and modeling 1986, and Elsevier, Amsterdam, Netherlands.
28. Woolheiser D.A. Search for physically based runoff model-A hydrologic El Dorado?. J. Hydraul. Eng. 1996, 122(3):122-129. JHEND8, 0733-9429, 10.1061/(ASCE)0733-9429(1996)122:3(122).
29. Yen B.C. Chow V.T. study of surface runoff due to moving rainstorms. 1968 Hydrologic Eng. Series No. 17, Dept. of Civil Engineering, Univ. of Illinois, Urbana, IL.
30. Yen B.C. Chow V.T. laboratory study of surface runoff due to moving rainstorms. Water Resour. Res. 1969, 5(5):989-1006. WRERAQ, 0043-1397, 10.1029/WR005i005p00989.