Effect of growing watershed imperviousness on hydrograph parameters and peak discharge

An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study,...

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Vydané v:	Hydrological processes Ročník 22; číslo 13; s. 2075 - 2085
Hlavní autori:	Huang, Huang-jia, Cheng, Shin-jen, Wen, Jet-chau, Lee, Ju-huang
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Chichester, UK John Wiley & Sons, Ltd 30.06.2008 Wiley
Predmet:	block kriging Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics engineers equations Exact sciences and technology flood modelling floods Freshwater hydraulic structures Hydrology Hydrology. Hydrogeology kriging Natural hazards: prediction, damages, etc NLP peak flow regression analysis SCS storms time to peak urbanization watersheds Far East Asia Taiwan floods damage SCS peak flow urban environment kriging regression analysis rain water linear programming block kriging drainage basins hydraulics NLP discharge flow models rainfall river discharge runoff urban areas urbanization surface water flood modelling time to peak hydrographs storms
ISSN:	0885-6087, 1099-1085
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Abstract	An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall–runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non‐linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall‐runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m3 s−1 to 629 m3 s−1 for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. Copyright © 2007 John Wiley & Sons, Ltd.
AbstractList	An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall–runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non‐linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall‐runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m3 s−1 to 629 m3 s−1 for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. Copyright © 2007 John Wiley & Sons, Ltd. An increasing impervious area is quickly extending over the Wu-Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall-runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non-linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall-runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m3 s-1 to 629 m3 s-1 for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. An increasing impervious area is quickly extending over the Wu-Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall-runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non-linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall-runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m³ s⁻¹ to 629 m³ s⁻¹ for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major result of urbanization and more recently has had the potential to produce more enormous flood disasters than those of the past. In this study, 40 available rainfall–runoff events were chosen to calibrate the applicable parameters of the models and to determine the relationships between the impervious surfaces and the calibrated parameters. Model inputs came from the outcomes of the block kriging method and the non‐linear programming method. In the optimal process, the shuffled complex evolution method and three criteria were applied to compare the observed and simulated hydrographs. The tendencies of the variations of the parameters with their corresponding imperviousness were established through regression analysis. Ten cases were used to examine the established equations of the parameters and impervious covers. Finally, the design flood routines of various return periods were furnished through use of approaches containing a design storm, block kriging, the SCS model, and a rainfall‐runoff model with established functional relationships. These simulated flood hydrographs were used to compare and understand the past, present, and future hydrological conditions of the watershed studied. In the research results, the time to peak of flood hydrographs for various storms was diminished approximately from 11 h to 6 h in different decrements, whereas peak flow increased respectively from 127 m 3 s −1 to 629 m 3 s −1 for different storm intensities. In addition, this study provides a design diagram for the peak flow ratio to help engineers and designers to construct hydraulic structures efficiently and prevent possible damage to human life and property. Copyright © 2007 John Wiley & Sons, Ltd.
Author	Cheng, Shin-jen Lee, Ju-huang Huang, Huang-jia Wen, Jet-chau
Author_xml	– sequence: 1 givenname: Huang-jia surname: Huang fullname: Huang, Huang-jia organization: Graduate School of Engineering Science and Technology, National Yunlin University of Science and Technology, Yunlin, Taiwan, ROC – sequence: 2 givenname: Shin-jen surname: Cheng fullname: Cheng, Shin-jen email: sjcheng@mail.dwu.edu.tw. organization: Department of Environment and Resources Engineering, Diwan University, Tainan, Taiwan, ROC – sequence: 3 givenname: Jet-chau surname: Wen fullname: Wen, Jet-chau organization: Department of Safety Health and Environmental Engineering, National Yunlin University of Science and Technology, Yunlin, Taiwan, ROC – sequence: 4 givenname: Ju-huang surname: Lee fullname: Lee, Ju-huang organization: Water Resources Agency, Ministry of Economic Affairs, Taipei, Taiwan, ROC
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Moon J, Kim J-H, Yoo C. 2004. Storm-coverage effect on dynamic flood-frequency analysis: empirical data analysis. Hydrological Processes 18: 159-178. Loganathan GV, Delleur JW. 1984. Effects of urbanization on frequencies of overflows and pollutant loading from storm sewer overflows: a derived distribution approach. Water Resources Research 20: 857-865. Ferguson BK, Suckling PW. 1990. Changing rainfall-runoff relationships in the urbanizing Peachtree Creek watershed, Atlanta, Georgia. Water Resources Bulletin 26: 313-322. Tsihrintzis VA, Hamid R. 1997. Urban stormwater quantity/quality modeling using the SCS method and empirical equations. Journal of the American Water Resources Association 33: 163-176. Chiles JP, Delfiner P. 1999. Geostatistics: Modeling Spatial Uncertainty. Wiley: New York. Duan Q, Gupta VK, Sorooshian S. 1993. Shuffled complex evolution approach for effective and efficient global minimization. Journal of Optimization Theory Application 76: 501-521. Lebel T, Bastin G, Obled C, Creutin JD. 1987. On the accuracy of areal rainfall estimation: a case study. 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Snippet	An increasing impervious area is quickly extending over the Wu‐Tu watershed due to the endless demands of the people. Generally, impervious paving is a major... An increasing impervious area is quickly extending over the Wu-Tu watershed due to the endless demands of the people. Generally, impervious paving is a major...
SourceID	proquest pascalfrancis crossref wiley istex
SourceType	Aggregation Database Index Database Enrichment Source Publisher
StartPage	2075
SubjectTerms	block kriging Earth sciences Earth, ocean, space Engineering and environment geology. Geothermics engineers equations Exact sciences and technology flood modelling floods Freshwater hydraulic structures Hydrology Hydrology. Hydrogeology kriging Natural hazards: prediction, damages, etc NLP peak flow regression analysis SCS storms time to peak urbanization watersheds
Title	Effect of growing watershed imperviousness on hydrograph parameters and peak discharge
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Volume	22
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