Articles | Volume 14, issue 12
https://doi.org/10.5194/hess-14-2495-2010
© Author(s) 2010. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Special issue:
https://doi.org/10.5194/hess-14-2495-2010
© Author(s) 2010. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Research article
| 
10 Dec 2010
Research article |
| 10 Dec 2010
Design flood hydrographs from the relationship between flood peak and volume
L. Mediero
Department of Civil Engineering: Hydraulics and Energetics, Technical University of Madrid, Spain
A. Jiménez-Álvarez
Centre for Hydrographic Studies of CEDEX, Madrid, Spain
L. Garrote
Department of Civil Engineering: Hydraulics and Energetics, Technical University of Madrid, Spain
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63 citations as recorded by crossref.
- River Levee Overtopping: A Bivariate Methodology for Hydrological Characterization of Overtopping Failure M. Isola et al. 10.1061/(ASCE)HE.1943-5584.0001929
- Flood type specific construction of synthetic design hydrographs M. Brunner et al. 10.1002/2016WR019535
- Extraction of flooding features with multifractal analysis for the Wujiang River of South China L. Wang et al. 10.1007/s12665-019-8401-2
- Uncertainty Analysis of Bivariate Design Flood Estimation and its Impacts on Reservoir Routing J. Yin et al. 10.1007/s11269-018-1904-x
- TANYERİ BARAJI ÖRNEĞİNDE BARAJLARIN TAŞKIN NEDENİYLE ÜSTTEN AŞILMA GÜVENİLİRLİĞİNİN BELİRLENMESİ M. Çalamak 10.17341/gazimmfd.337652
- 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
- A complete procedure for multivariate index-flood model application A. Requena et al. 10.1016/j.jhydrol.2016.02.004
- Hydrological risk analysis of dam overtopping using bivariate statistical approach: a case study from Geheyan Reservoir, China Z. Liu et al. 10.1007/s00477-018-1550-0
- Hazard Assessment under Multivariate Distributional Change-Points: Guidelines and a Flood Case Study G. Salvadori et al. 10.3390/w10060751
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- Design tide hydrograph with a given risk threshold by a copula-based multivariate method X. Yang & W. Wang 10.1007/s13344-017-0057-7
- Probabilistic-Multiobjective Comparison of User-Defined Operating Rules. Case Study: Hydropower Dam in Spain P. Bianucci et al. 10.3390/w7030956
- Challenges in modeling and predicting floods and droughts: A review M. Brunner et al. 10.1002/wat2.1520
- Analysis of Maximum Runoff Volumes with Different Time Durations of Flood Waves: A Case Study on Topl’a River in Slovakia V. Mitkova & P. Pekarova 10.1088/1755-1315/362/1/012013
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- Future Trends in the Interdependence Between Flood Peaks and Volumes: Hydro‐Climatological Drivers and Uncertainty M. Brunner et al. 10.1029/2019WR024701
- Nonstationary flood coincidence risk analysis using time-varying copula functions Y. Feng et al. 10.1038/s41598-020-60264-3
- Increasing Effectiveness of The Urban Artificial Reservoir Trough Cross Section Improvement R. Arbaningrum et al. 10.1088/1755-1315/945/1/012046
- Reservoir Routing on Double-Peak Design Flood A. Gioia 10.3390/w8120553
- A framework of change‐point detection for multivariate hydrological series L. Xiong et al. 10.1002/2015WR017677
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- Dependence of flood peaks and volumes in modeled discharge time series: Effect of different uncertainty sources M. Brunner & A. Sikorska-Senoner 10.1016/j.jhydrol.2019.03.024
- Automatic procedure for selecting flood events and identifying flood characteristics from daily streamflow data Q. Zhang et al. 10.1016/j.envsoft.2021.105180
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- Rainfall-runoff modeling based on HEC-HMS model: a case study in an area with increased groundwater discharge potential M. Herbei et al. 10.3389/frwa.2024.1474990
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- Pluvial flooding: High-resolution stochastic hazard mapping in urban areas by using fast-processing DEM-based algorithms L. Mediero et al. 10.1016/j.jhydrol.2022.127649
- Modelling of the Impact of the Retention Reservoir on the Flood Protection of the City – A Case Study for the City of Kalisz (Central Poland) I. Laks & Z. Walczak 10.1088/1757-899X/603/2/022066
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- The design flood under two approaches: synthetic storm hyetograph and observed storm hyetograph C. Chimene & J. Campos 10.1080/23249676.2020.1787242
- Generating design flood hydrographs by parameterizing the characteristic flood hydrograph at a site using only flow data M. Goswami 10.1080/02626667.2020.1843656
- Joint modelling of flood peaks and volumes: A copula application for the Danube River G. Papaioannou et al. 10.1515/johh-2016-0049
- Consistency of Extreme Flood Estimation Approaches G. Felder et al. 10.1061/(ASCE)HE.1943-5584.0001797
- An evaluation of a multi-day rainfall – runoff volume – peak discharge transform for flood frequency estimation I. Brodie 10.1080/13241583.2020.1821488
- Dam Hydrological Risk and the Design Flood Under Non-stationary Conditions L. Isensee et al. 10.1007/s11269-021-02798-3
- Risk variation of reservoir regulation during flood season based on bivariate statistical approach under climate change: a case study in the Chengbihe reservoir, China D. Wang et al. 10.1007/s11069-021-04746-1
- Estimating and Modeling the Effects of Grass Growth on Surface Runoff through a Rainfall Simulator on Field Plots N. Montaldo et al. 10.1175/JHM-D-20-0049.1
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- Downsizing parameter ensembles for simulations of rare floods A. Sikorska-Senoner et al. 10.5194/nhess-20-3521-2020
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- Regional Flood Frequency Analysis Based on L-Moment Approach (Case Study Tisza River Basin) . Igor Leščešen et al. 10.1134/S009780781906006X
- Large-scale stochastic flood hazard analysis applied to the Po River A. Curran et al. 10.1007/s11069-020-04260-w
- Copula-based modeling of hydraulic structures using a nonlinear reservoir model Q. Tan et al. 10.2166/nh.2021.178
- Bivariate frequency analysis of nonstationary low‐flow series based on the time‐varying copula C. Jiang et al. 10.1002/hyp.10288
- Generation of type-specific synthetic design flood hydrographs S. Fischer & A. Schumann 10.1080/02626667.2023.2195560
2 citations as recorded by crossref.
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