Articles | Volume 15, issue 1
https://doi.org/10.5194/hess-15-405-2011
© Author(s) 2011. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/hess-15-405-2011
© Author(s) 2011. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
31 Jan 2011
A measure of watershed nonlinearity: interpreting a variable instantaneous unit hydrograph model on two vastly different sized watersheds
J. Y. Ding
Models and Consultative Services, Ontario Ministry of Natural Resources, 134 Heatherside Drive, Toronto, Ontario, M1W 1T9, Canada
retired
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Cited
18 citations as recorded by crossref.
- ANALYTICAL STUDY TOWARD REDUCING UNCERTAINITY OF PARAMETERS IN THE STORAGE-DISCHARGE FUNCTION K. FUJIMURA et al. 10.2208/jscejer.72.I_35
- Flood prediction using nonlinear instantaneous unit hydrograph and deep learning: A MATLAB program M. Jeong et al. 10.1016/j.envsoft.2024.105974
- Instantaneous physical rainfall–runoff prediction technique using a power–law relationship between time to peak and peak flow of an instantaneous unit hydrograph and the rainfall excess intensity M. Jeong & D. Kim 10.2166/hydro.2023.128
- On the nonlinearity of the catchment instantaneous response function: Insights obtained from dynamic wave modeling K. Paik et al. 10.1016/j.jhydrol.2024.131413
- Technical note: Cascade of submerged reservoirs as a rainfall–runoff model J. Kurnatowski 10.5194/hess-21-4649-2017
- A dynamic emulator for physically based flow simulators under varying rainfall and parametric conditions A. Moreno-Rodenas et al. 10.1016/j.watres.2018.06.011
- Incorporating the data of different watersheds to estimate the effects of land use change on flood peak and volume using multi-linear regression J. Li et al. 10.1007/s11027-012-9416-0
- Hydraulic Causes for Basin Hydrograph Skewness W. Collischonn et al. 10.1002/2017WR021543
- PROPERTIES OF PARAMETERS IN STORAGE FUNCTION EQUATION USED FOR LOW FLOW K. FUJIMURA et al. 10.2208/jscejhe.71.I_301
- Surface runoff hydrograph derivation using a dynamic wave based instantaneous unit hydrograph M. Jeong et al. 10.1111/jfr3.12722
- Rapid Urbanization Increased the Risk of Agricultural Waterlogging in the Huaibei Plain, China Y. Tao et al. 10.3390/su15129144
- OPTIMAL PARAMETERS IN STORAGE FUNCTION EQUATION FOR LOW FLOW BASED ON HYDROLOGICAL ANALYSIS K. FUJIMURA et al. 10.2208/jscejhe.70.I_361
- Scaling of the Network Instantaneous Response Function from Basin Geomorphology and Hydraulic Geometry A. Mejia 10.1061/(ASCE)HE.1943-5584.0000760
- Generalization of parameters in the storage–discharge relation for a low flow based on the hydrological analysis of sensitivity K. Fujimura et al. 10.5194/piahs-371-69-2015
- A Comparative Study on the Derivation of Unit Hydrograph for Dhadhar River Basin P. Sutariya 10.32628/IJSRSET196378
- An analysis of the unit hydrograph peaking factor: A case study in Goose Creek Watershed, Virginia N. Pradhan & D. Loney 10.1016/j.ejrh.2017.11.007
- A STUDY ON HYDROLOGICAL PROCESS OF SPRING WATER PONDS ON MUSASHINO UPLAND TOWARDS WATERSIDE RESTORATION K. FUJIMURA & K. KOKUBUN 10.2208/jscejj.24-27010
- Characterizing nonlinear, nonstationary, and heterogeneous hydrologic behavior using ensemble rainfall–runoff analysis (ERRA): proof of concept J. Kirchner 10.5194/hess-28-4427-2024
18 citations as recorded by crossref.
- ANALYTICAL STUDY TOWARD REDUCING UNCERTAINITY OF PARAMETERS IN THE STORAGE-DISCHARGE FUNCTION K. FUJIMURA et al. 10.2208/jscejer.72.I_35
- Flood prediction using nonlinear instantaneous unit hydrograph and deep learning: A MATLAB program M. Jeong et al. 10.1016/j.envsoft.2024.105974
- Instantaneous physical rainfall–runoff prediction technique using a power–law relationship between time to peak and peak flow of an instantaneous unit hydrograph and the rainfall excess intensity M. Jeong & D. Kim 10.2166/hydro.2023.128
- On the nonlinearity of the catchment instantaneous response function: Insights obtained from dynamic wave modeling K. Paik et al. 10.1016/j.jhydrol.2024.131413
- Technical note: Cascade of submerged reservoirs as a rainfall–runoff model J. Kurnatowski 10.5194/hess-21-4649-2017
- A dynamic emulator for physically based flow simulators under varying rainfall and parametric conditions A. Moreno-Rodenas et al. 10.1016/j.watres.2018.06.011
- Incorporating the data of different watersheds to estimate the effects of land use change on flood peak and volume using multi-linear regression J. Li et al. 10.1007/s11027-012-9416-0
- Hydraulic Causes for Basin Hydrograph Skewness W. Collischonn et al. 10.1002/2017WR021543
- PROPERTIES OF PARAMETERS IN STORAGE FUNCTION EQUATION USED FOR LOW FLOW K. FUJIMURA et al. 10.2208/jscejhe.71.I_301
- Surface runoff hydrograph derivation using a dynamic wave based instantaneous unit hydrograph M. Jeong et al. 10.1111/jfr3.12722
- Rapid Urbanization Increased the Risk of Agricultural Waterlogging in the Huaibei Plain, China Y. Tao et al. 10.3390/su15129144
- OPTIMAL PARAMETERS IN STORAGE FUNCTION EQUATION FOR LOW FLOW BASED ON HYDROLOGICAL ANALYSIS K. FUJIMURA et al. 10.2208/jscejhe.70.I_361
- Scaling of the Network Instantaneous Response Function from Basin Geomorphology and Hydraulic Geometry A. Mejia 10.1061/(ASCE)HE.1943-5584.0000760
- Generalization of parameters in the storage–discharge relation for a low flow based on the hydrological analysis of sensitivity K. Fujimura et al. 10.5194/piahs-371-69-2015
- A Comparative Study on the Derivation of Unit Hydrograph for Dhadhar River Basin P. Sutariya 10.32628/IJSRSET196378
- An analysis of the unit hydrograph peaking factor: A case study in Goose Creek Watershed, Virginia N. Pradhan & D. Loney 10.1016/j.ejrh.2017.11.007
- A STUDY ON HYDROLOGICAL PROCESS OF SPRING WATER PONDS ON MUSASHINO UPLAND TOWARDS WATERSIDE RESTORATION K. FUJIMURA & K. KOKUBUN 10.2208/jscejj.24-27010
- Characterizing nonlinear, nonstationary, and heterogeneous hydrologic behavior using ensemble rainfall–runoff analysis (ERRA): proof of concept J. Kirchner 10.5194/hess-28-4427-2024
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