73 citations as recorded by crossref.

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5. Comparison of Regionalisation Techniques for Peak Streamflow Estimation in Small Catchments in the Pilbara, Australia A. Flatley & I. Rutherfurd 10.3390/hydrology9100165
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7. The Role of Snowmelt Temporal Pattern in Flood Estimation for a Small Snow‐Dominated Basin in the Sierra Nevada H. Yan et al. 10.1029/2023WR034496
8. A combined methodology for the hydraulic rehabilitation of urban drainage networks R. Gaudio et al. 10.1080/1573062X.2015.1012839
9. Effectiveness of Retention Ponds for Sustainable Urban Flood Mitigation across Range of Storm Depths in Northern Tehran, Iran E. Ahmadisharaf et al. 10.1061/JSWBAY.0000946
10. Monte Carlo simulation for design flood estimation: a review of Australian practice M. Loveridge & A. Rahman 10.1080/13241583.2018.1453979
11. Fully Stochastic Distributed Methodology for Multivariate Flood Frequency Analysis I. Flores-Montoya et al. 10.3390/w8060225
12. Application of Monte Carlo simulation technique for flood estimation for two catchments in New South Wales, Australia W. Caballero & A. Rahman 10.1007/s11069-014-1251-z
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16. Assessing the Spatial and Temporal Patterns of Seasonal Precipitation Extremes and the Potential Influencing Factors in Dongting Lake Basin, China X. Zhang & M. Liu 10.3390/w8120558
17. Relationship of Rainfall and Flood Return Periods through Hydrologic and Hydraulic Modeling H. Vangelis et al. 10.3390/w14223618
18. Estimating the frequency of extreme rainfall using weather radar and stochastic storm transposition D. Wright et al. 10.1016/j.jhydrol.2013.03.003
19. Floods and climate: emerging perspectives for flood risk assessment and management B. Merz et al. 10.5194/nhess-14-1921-2014
20. Analysis of maximum flood records in the arid environment of Saudi Arabia H. Ewea et al. 10.1080/19475705.2020.1810783
21. Continuous hydrologic modelling for design simulation in small and ungauged basins: A step forward and some tests for its practical use S. Grimaldi et al. 10.1016/j.jhydrol.2020.125664
22. Influence of initial reservoir level and gate failure in dam safety analysis. Stochastic approach I. Gabriel-Martin et al. 10.1016/j.jhydrol.2017.05.032
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25. Flood inundation mapping in small and ungauged basins: sensitivity analysis using the EBA4SUB and HEC-RAS modeling approach M. Vojtek et al. 10.2166/nh.2019.163
26. Flood design recipes vs. reality: can predictions for ungauged basins be trusted? A. Efstratiadis et al. 10.5194/nhess-14-1417-2014
27. Envelope curves for the specific discharge of extreme floods in Malaysia J. Abdullah et al. 10.1016/j.jher.2019.05.002
28. Dependence Between Extreme Rainfall Events and the Seasonality and Bivariate Properties of Floods. A Continuous Distributed Physically-Based Approach I. Gabriel-Martin et al. 10.3390/w11091896
29. Stochastic Hybrid Event Based and Continuous Approach to Derive Flood Frequency Curve A. Sordo-Ward et al. 10.3390/w13141931
30. Comparative analysis of flood and rainfall frequency in the ungauged sub-watersheds of Kakia and Esamburumbur in Narok town, Kenya, using the EBA4SUB rainfall-runoff model E. Houessou-Dossou et al. 10.4081/jae.2022.1307
31. Application of Monte Carlo Simulation Technique to Design Flood Estimation: A Case Study for North Johnstone River in Queensland, Australia J. Charalambous et al. 10.1007/s11269-013-0398-9
32. Process-based design flood estimation in ungauged basins by conditioning model parameters on regional hydrological signatures D. Biondi & D. De Luca 10.1007/s11069-015-1889-1
33. The influence of non-stationarity in extreme hydrological events on flood frequency estimation M. Šraj et al. 10.1515/johh-2016-0032
34. Estimate rainfall return period based on maximum pipe flow: A new framework to address mutual relationship Y. Liu et al. 10.1016/j.jclepro.2024.142599
35. Flood frequency analysis using mean daily flows vs. instantaneous peak flows A. Bartens et al. 10.5194/hess-28-1687-2024
36. A watershed-scale multi-approach assessment of design flood discharge estimates used in hydrologic risk analyses for forest road stream crossings and culverts S. Mukherjee et al. 10.1016/j.jhydrol.2024.130698
37. Understanding the relationship between rainfall and flood probabilities through combined intensity-duration-frequency analysis K. Breinl et al. 10.1016/j.jhydrol.2021.126759
38. A look at the links between drainage density and flood statistics B. Pallard et al. 10.5194/hess-13-1019-2009
39. Impact of Land Use Change on Non-Point Source Pollution in a Semi-Arid Catchment under Rapid Urbanisation in Bolivia B. Gossweiler et al. 10.3390/w13040410
40. Three hypotheses on changing river flood hazards G. Blöschl 10.5194/hess-26-5015-2022
41. Attribution of regional flood changes based on scaling fingerprints A. Viglione et al. 10.1002/2016WR019036
42. Assessing the copula selection for bivariate frequency analysis based on the tail dependence test D. Nguyen & K. Jayakumar 10.1007/s12040-018-0994-4
43. An event simulation approach to the assessment of flood level frequencies: risk maps for the Warsaw reach of the River Vistula R. Romanowicz & A. Kiczko 10.1002/hyp.10857
44. Revisiting Flood Hazard Assessment Practices under a Hybrid Stochastic Simulation Framework A. Efstratiadis et al. 10.3390/w14030457
45. Non-Monotonic Relationships between Return Periods of Precipitation Surface Hazard Intensity B. van den Bout et al. 10.3390/w14091348
46. Unraveling the Interactions between Flooding Dynamics and Agricultural Productivity in a Changing Climate T. Rupngam & A. Messiga 10.3390/su16146141
47. Flood mapping in ungauged basins using fully continuous hydrologic–hydraulic modeling S. Grimaldi et al. 10.1016/j.jhydrol.2013.02.023
48. The Impact of Rainfall Space‐Time Structure in Flood Frequency Analysis Z. Zhu et al. 10.1029/2018WR023550
49. Extreme flood abatement in large dams with fixed-crest spillways A. Sordo-Ward et al. 10.1016/j.jhydrol.2012.08.009
50. Climate and hydrological variability: the catchment filtering role I. Andrés-Doménech et al. 10.5194/hess-19-379-2015
51. Using the present to estimate the future: A simplified approach for the quantification of climate change effects on urban flooding by scenario analysis R. Padulano et al. 10.1002/hyp.14436
52. Runoff from an extensive green roof during extreme events: Insights from 15 years of observations K. Paus & B. Braskerud 10.1002/hyp.15220
53. How Do Climate and Catchment Attributes Influence Flood Generating Processes? A Large‐Sample Study for 671 Catchments Across the Contiguous USA L. Stein et al. 10.1029/2020WR028300
54. The application of Mike Urban model in drainage and waterlogging in Lincheng county, China Q. Luan et al. 10.5194/piahs-379-381-2018
55. Excess River Sedimentation at Bridges in the Raya Graben (Northern Ethiopia) B. Demissie et al. 10.1002/ldr.2572
56. The extreme runoff index for flood early warning in Europe L. Alfieri et al. 10.5194/nhess-14-1505-2014
57. A continuous modelling approach for design flood estimation on sub-daily time scale B. Winter et al. 10.1080/02626667.2019.1593419
58. How do the rain rates of sub‐event intervals such as the maximum 5‐ and 15‐min rates (I5orI30) relate to the properties of the enclosing rainfall event? D. Dunkerley 10.1002/hyp.7650
59. Process-based flood frequency analysis in an agricultural watershed exhibiting nonstationary flood seasonality G. Yu et al. 10.5194/hess-23-2225-2019
60. Quantifying the relative impact of hydrological and hydraulic modelling parameterizations on uncertainty of inundation maps A. Annis et al. 10.1080/02626667.2019.1709640
61. Integrated GIS-hydrologic-hydraulic modeling to assess combined flood drivers in coastal regions: a case study of Bonita Bay, Florida S. Tsegaye et al. 10.3389/frwa.2024.1468354
62. Changing of return periods of extreme rainfall using satellite observation in Java Island . Giarno et al. 10.1051/e3sconf/202346411005
63. Probabilistic nature of storage delay parameter of the hydrologic model RORB: a case study for the Cooper's Creek catchment in Australia H. Patel & A. Rahman 10.2166/nh.2014.172
64. A probabilistic framework to evaluate the uncertainty of design hydrograph: case study of Swannanoa River watershed E. Ahmadisharaf et al. 10.1080/02626667.2018.1525616
65. How Safe is Hydrologic Infrastructure Design? Analysis of Factors Affecting Extreme Flood Estimation Á. Sordo-Ward et al. 10.1061/(ASCE)HE.1943-5584.0000981
66. A Comparison of Design Storms for Urban Drainage System Applications R. Balbastre-Soldevila et al. 10.3390/w11040757
67. Hydrological model calibration for derived flood frequency analysis using stochastic rainfall and probability distributions of peak flows U. Haberlandt & I. Radtke 10.5194/hess-18-353-2014
68. Quantifying effects of catchments storage thresholds on step changes in the flood frequency curve M. Rogger et al. 10.1002/wrcr.20553
69. Extreme flood abatement in large dams with gate-controlled spillways A. Sordo-Ward et al. 10.1016/j.jhydrol.2013.06.010
70. Next-Generation Intensity–Duration–Frequency Curves to Reduce Errors in Peak Flood Design H. Yan et al. 10.1061/(ASCE)HE.1943-5584.0001799
71. A Framework for Estimating the Probability Distribution of Event Runoff Coefficient in Ungauged Catchments Y. Zheng et al. 10.1029/2022WR033227
72. The Influence of the Annual Number of Storms on the Derivation of the Flood Frequency Curve through Event-Based Simulation A. Sordo-Ward et al. 10.3390/w8080335
73. Bestimmung von Bemessungshochwässern gegebener Jährlichkeit — Aspekte einer zeitgemäßen Strategie G. Blöschl & R. Merz 10.1007/BF03241501