Synthetic design hydrographs based on distribution functions with finite support

Journal of Hydrologic Engineering

Volumn 16, Issue 5, 2011, Pages 434-446

  Serinaldi, Francesco ^a   Grimaldi, Salvatore ^a  

^a UNIVERSITY OF TUSCIA   (Italy)

Author keywords

Baseflow separation.; Design hydrograph; Distributions with finite support; Flood frequency analysis

Indexed keywords

BASEFLOW SEPARATION.; DISTRIBUTION PARAMETERS; DISTRIBUTIONS WITH FINITE SUPPORT; FINITE SUPPORTS; FLOOD EVENT; FLOOD FREQUENCY ANALYSIS; HYDROGRAPHS; PEAK DISCHARGE; RECURSIVE DIGITAL FILTERS; SYNTHETIC DESIGN; TWO-SIDED POWER DISTRIBUTION;

DESIGN; DIGITAL FILTERS; FLOOD CONTROL; FLOODS;

DISTRIBUTION FUNCTIONS;

ALGORITHM; BASEFLOW; FLOOD FREQUENCY; FLOODING; HYDROGRAPH; PEAK DISCHARGE; RUNOFF;

EID: 79955731164     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000339     Document Type: Article

References (48)

1. Ashkar F. Rousselle J. Some remarks on the truncation used in partial flood series models. Water Resour. Res. 1983, 19(2):477-480. WRERAQ, 0043-1397, 10.1029/WR019i002p00477, and ".".
2. Bogena H. Kunkel R. Scḧ;bel T. Schrey H.P. Wendland F. Distributed modeling of groundwater recharge at the macroscale. Ecol. Model. 2005, 187(1):15-26. ECMODT, 0304-3800, 10.1016/j.ecolmodel.2005.01.023, and ".".
3. Brath A. Montanari A. The effects of the spatial variability of soil infiltration capacity in distributed flood modelling. Hydrol. Processes 2000, 14(15):2779-2794. HYPRE3, 1099-1085, 10.1002/1099-1085(20001030)14:15<2779::AID-HYP91>3.0.CO;2-X, and ".".
4. Brath A. Montanari A. Sensitivity of the peak flows to the spatial variability of the soil infiltration capacity for different climatic scenarios. Phys. Chem. Earth 2003, 28(6-7):247-254. PCEAAV, 0079-1946, 10.1016/S1474-7065(03)00034-2, and ".".
5. Chapman T.G. comparison of algorithms for stream flow recession and baseflow separation. Hydrol. Processes 1999, 13(5):701-714. HYPRE3, 1099-1085, 10.1002/(SICI)1099-1085(19990415)13:5<701::AID-HYP774>3.0.CO;2-2, ".".
6. Chow V.T. Maidment D.R. Mays L.W. Applied hydrology 1988, and McGraw-Hill, New York.
7. Cleveland W.S. The elements of graphing data 1994, Hobart Press, Summit, NJ.
8. Eckhardt K. How to construct recursive digital filters for baseflow separation. Hydrol. Processes 2005, 19(2):507-515. HYPRE3, 1099-1085, 10.1002/hyp.5675, ".".
9. Elek P. Zempléni A. Modelling extremes of time-dependent data by Markov-switching structures. J. Stat. Plann. Infer. 2009, 139(6):1953-1967. JSPIDN, 0378-3758, 10.1016/j.jspi.2008.08.022, and ".".
10. Filliben J.J. The probability plot correlation coefficient test for normality. Technometrics 1975, 17(1):111-117. TCMTA2, 0040-1706, 10.2307/1268008, ".".
11. Furey P.R. Gupta V.K. physically based filter for separating base flow from streamflow time series. Water Resour. Res. 2001, 37(11):2709-2722. WRERAQ, 0043-1397, 10.1029/2001WR000243, and ".".
12. Genest C. Favre A.-C. Béliveau J. Jacques C. Metaelliptical copulas and their use in frequency analysis of multivariate hydrological data. Water Resour. Res. 2007, 43:W09401. WRERAQ, 0043-1397, 10.1029/2006WR005275, and ".".
13. Grimaldi S. Serinaldi F. Asymmetric copula in multivariate flood frequency analysis. Adv. Water Resour. 2006, 29(8):1155-1167. AWREDI, 0309-1708, 10.1016/j.advwatres.2005.09.005, and ".".
14. Karmakar S. Simonovic S. Bivariate flood frequency analysis: Part 1. Determination of marginals by parametric and nonparametric techniques. J. Flood Risk Manage. 2008, 1(4):190-200. 1753-318X, 10.1111/j.1753-318X.2008.00022.x, and ".".
15. Karmakar S. Simonovic S. Bivariate flood frequency analysis. Part 2: copula-based approach with mixed marginal distributions. J. Flood Risk Manage. 2009, 2(1):32-44. 1753-318X, 10.1111/j.1753-318X.2009.01020.x, and ".".
16. Kling H. Nachtnebel H.P. method for the regional estimation of runoff separation parameters for hydrological modelling. J. Hydrol. (Amsterdam) 2009, 364(1-2):163-174. JHYDA7, 0022-1694, 10.1016/j.jhydrol.2008.10.015, and ".".
17. Kneip A. Gasser T. Statistical tools to analyze data representing sample of curves. Ann. Stat. 1992, 20(3):1266-1305. ASTSC7, 0090-5364, 10.1214/aos/1176348769, and ".".
18. Koenker R. Quantile regression 2005, Cambridge University Press, New York.
19. Kottegoda N.T. Rosso R. Applied statistics for civil and environmental engineers 2008, and 2nd Ed., Wiley-Blackwell, Chichester, UK.
20. Kotz S. van Dorp J.R. Uneven two-sided power distributions with applications in econometric models. Stat. Methods Appl. 2004, 13(3):285-313. 1618-2510, and ".".
21. Laio F. Cramer-von Mises and Anderson-Darling goodness of fit tests for extreme value distributions with unknown parameters. Water Resour. Res. 2004, 40:W09308. WRERAQ, 0043-1397, 10.1029/2004WR003204, ".".
22. Longobardi A. Villani P. Baseflow index regionalization analysis in mediterranean area and data scarcity context: Role of the catchment permeability index. J. Hydrol. (Amsterdam) 2008, 355(1-4):63-75. JHYDA7, 0022-1694, 10.1016/j.jhydrol.2008.03.011, and ".".
23. Lyne V.D. Hollick M. Stochastic time-variable rainfall-runoff modelling. Hydrology and Water Resources Symp. 1979, 89-92. and "." Institution of Engineers Australia, Pert, Australia.
24. Malamud B.D. Turcotte D.L. The applicability of power-law frequency statistics to floods. J. Hydrol. (Amsterdam) 2006, 322(1-4):168-180. JHYDA7, 0022-1694, 10.1016/j.jhydrol.2005.02.032, and ".".
25. Merleau J. Perreault L. Angers J.-F. Favre A.-C. Bayesian modeling of hydrographs. Water Resour. Res. 2007, 43:W10432. WRERAQ, 0043-1397, 10.1029/2006WR005376, and ".".
26. Mugo J.M. Sharma T.C. Application of conceptual method for separating runoff components in daily hydrographs in Kimakia forest catchments, Kenya. Hydrol. Processes 1999, 13(17):2931-2939. HYPRE3, 1099-1085, 10.1002/(SICI)1099-1085(19991215)13:17<2931::AID-HYP838>3.0.CO;2-N, and ".".
27. Nadarajah S. Probability models for unit hydrograph derivation. J. Hydrol. (Amsterdam) 2007, 344(3-4):185-189. JHYDA7, 0022-1694, 10.1016/j.jhydrol.2007.07.004, ".".
28. Nathan R.J. McMahon T.A. Evaluation of automated techniques for base flow and recession analyses. Water Resour. Res. 1990, 26(7):1465-1473. WRERAQ, 0043-1397, 10.1029/WR026i007p01465, and ".".
29. Pramanik N. Panda R.K. Sen D. Development of design flood hydrographs using probability density functions. Hydrol. Processes 2010, 24(4):415-428. HYPRE3, 1099-1085, and ".".
30. Ramsay J.O. Silverman B.W. Functional data analysis 2005, and 2nd Ed., Springer, New York.
31. Sauquet E. Ramos M.-H. Chapel L. Bernardara P. Streamflow scaling properties: Investigating characteristic scales from different statistical approaches. Hydrol. Processes 2008, 22(17):3462-3475. HYPRE3, 1099-1085, 10.1002/hyp.6952, and ".".
32. Serinaldi F. Copula-based mixed models for bivariate rainfall data: An empirical study in regression perspective. Stoch. Environ. Res. Risk Assess. 2009, 23(5):677-693. 1436-3240, 10.1007/s00477-008-0249-z, (a). ".".
33. Serinaldi F. Assessing the applicability of fractional order statistics for computing confidence intervals for extreme quantiles. J. Hydrol. (Amsterdam) 2009, 376(3-4):528-541. JHYDA7, 0022-1694, 10.1016/j.jhydrol.2009.07.065, (b). ".".
34. Smakhtin V. Low flow hydrology: review. J. Hydrol. (Amsterdam) 2001, 240(3-4):147-186. JHYDA7, 0022-1694, 10.1016/S0022-1694(00)00340-1, ".".
35. Snyder F.F. Synthetic unit-graphs. Trans., Am. Geophys. Union 1938, 19(2):447-454. TAGUAT, 0002-8606, ".".
36. Sokolov A.A. Rantz S.E. Roche M. Methods of developing designflood hydrographs. Flood computation methods compiled from world experience 1976, and "." UNESCO, Paris.
37. Spongberg M.E. Spectral analysis of base flow separation with digital filters. Water Resour. Res. 2000, 36(3):745-752. WRERAQ, 0043-1397, 10.1029/1999WR900303, ".".
38. Szilagyi J. Parlange M.B. Baseflow separation based on analytical solutions of the Boussinesq equation. J. Hydrol. (Amsterdam) 1998, 204(1-4):251-260. JHYDA7, 0022-1694, 10.1016/S0022-1694(97)00132-7, and ".".
39. Tallaksen L.M. review of baseflow recession analysis. J. Hydrol. (Amsterdam) 1995, 165(1-4):349-370. JHYDA7, 0022-1694, 10.1016/0022-1694(94)02540-R, ".".
40. Tan B. K. Lo E.Y.-M. Shuy E.B. Chua L.H. C. Lim W.H. Generation of total runoff hydrographs using a method derived from a digital filter algorithm. J. Hydrol. Eng. 2009, 14(1):101-106. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2009)14:1(101), and (a). ".".
41. Tan S.B. K. Lo E.Y.-M. Shuy E.B. Chua H.C. Lim W.H. Hydrograph separation and development of empirical relationships using single-parameter digital filters. J. Hydrol. Eng. 2009, 14(3):271-279. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2009)14:3(271), and (b). ".".
42. Todorovic P. Zelenhasic E. stochastic model for flood analysis. Water Resour. Res. 1970, 6(6):1641-1648. WRERAQ, 0043-1397, 10.1029/WR006i006p01641, and ".".
43. van Dorp J.R. Kotz S. Generalized trapezoidal distributions. Metrika 2003, 58(1):85-97. MTRKA8, 1435-926X, and ".".
44. Villarini G. Serinaldi F. Krajewski W.F. Modeling radar-rainfall estimation uncertainties using parametric and non-parametric approaches. Adv. Water Resour. 2008, 31(12):1674-1686. AWREDI, 0309-1708, 10.1016/j.advwatres.2008.08.002, and ".".
45. Werner A.D. Wood M. Simmons C.T. Lockington D.A. Salinograph trends as indicators of the recession characteristics of stream components. Hydrol. Processes 2008, 22(16):3020-3028. HYPRE3, 1099-1085, 10.1002/hyp.6883, and ".".
46. Yue S. bivariate gamma distribution for use in multivariate flood frequency analysis. Hydrol. Processes 2001, 15(6):1033-1045. HYPRE3, 1099-1085, 10.1002/hyp.259, ".".
47. Yue S. Ouarda T. Bobée B. Legendre P. Bruneau P. Gumbel mixed model for flood frequency analysis. J. Hydrol. (Amsterdam) 1999, 226(1-2):88-100. JHYDA7, 0022-1694, 10.1016/S0022-1694(99)00168-7, and ".".
48. Yue S. Ouarda T. Bobée B. Legendre P. Bruneau P. Approach for describing statistical properties of flood hydrograph. J. Hydrol. Eng. 2002, 7(2):147-153. JHYEFF, 1084-0699, 10.1061/(ASCE)1084-0699(2002)7:2(147), and ".".