Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity

This study focuses on lab-scale experimental runoff hydrographs from a linear completely impervious plane subcatchment. An improved method of surface runoff physical modelling was developed, allowing for expanded laboratory hydrograph simulations up to a linear scale of 10. Model rains of different...

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Main Authors: Volodymyr Zhuk, Lesya Vovk, Ihor Popadiuk, Ivan Matlai
Format: Article
Language:English
Published: Elsevier 2024-01-01
Series:Heliyon
Subjects:
Online Access:http://www.sciencedirect.com/science/article/pii/S2405844024007655
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author Volodymyr Zhuk
Lesya Vovk
Ihor Popadiuk
Ivan Matlai
author_facet Volodymyr Zhuk
Lesya Vovk
Ihor Popadiuk
Ivan Matlai
author_sort Volodymyr Zhuk
collection DOAJ
description This study focuses on lab-scale experimental runoff hydrographs from a linear completely impervious plane subcatchment. An improved method of surface runoff physical modelling was developed, allowing for expanded laboratory hydrograph simulations up to a linear scale of 10. Model rains of different intensities and durations were applied, and digital online data processing techniques were employed to ensure high time resolution and accurate flow rate determination. The experimental hydrographs were analyzed in a dimensionless form to facilitate generalization and comparison with widely used nonlinear reservoir method and unit hydrograph method. Wave-like fluctuations of the flow rate were observed in most experimental hydrographs as they approached the maximum runoff. The dimensionless phase time of the experimental hydrographs showed an increasing trend with higher rainfall intensity, and a power-law equation was derived to approximate this relationship. An averaged dimensionless runoff hydrograph was obtained by processing individual hydrographs, and it was approximated by the DR-Hill-Zerobackground model for the initial stage during the rainfall and by the Weibull model for the later stage, after the rainfall stopped. The findings of this study have significant implications for modelling surface runoff from small urban subcatchments, particularly under critical rainfall events with extremely high intensity.
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spelling doaj.art-e9745451af6c4126935ab5ccb6e1cb752024-02-03T06:38:19ZengElsevierHeliyon2405-84402024-01-01102e24734Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensityVolodymyr Zhuk0Lesya Vovk1Ihor Popadiuk2Ivan Matlai3Lviv Polytechnic National University, Institute of Civil Engineering and Building Systems, S. Bandera Str. 12, Lviv, 79013, UkraineCorresponding author.; Lviv Polytechnic National University, Institute of Civil Engineering and Building Systems, S. Bandera Str. 12, Lviv, 79013, UkraineLviv Polytechnic National University, Institute of Civil Engineering and Building Systems, S. Bandera Str. 12, Lviv, 79013, UkraineLviv Polytechnic National University, Institute of Civil Engineering and Building Systems, S. Bandera Str. 12, Lviv, 79013, UkraineThis study focuses on lab-scale experimental runoff hydrographs from a linear completely impervious plane subcatchment. An improved method of surface runoff physical modelling was developed, allowing for expanded laboratory hydrograph simulations up to a linear scale of 10. Model rains of different intensities and durations were applied, and digital online data processing techniques were employed to ensure high time resolution and accurate flow rate determination. The experimental hydrographs were analyzed in a dimensionless form to facilitate generalization and comparison with widely used nonlinear reservoir method and unit hydrograph method. Wave-like fluctuations of the flow rate were observed in most experimental hydrographs as they approached the maximum runoff. The dimensionless phase time of the experimental hydrographs showed an increasing trend with higher rainfall intensity, and a power-law equation was derived to approximate this relationship. An averaged dimensionless runoff hydrograph was obtained by processing individual hydrographs, and it was approximated by the DR-Hill-Zerobackground model for the initial stage during the rainfall and by the Weibull model for the later stage, after the rainfall stopped. The findings of this study have significant implications for modelling surface runoff from small urban subcatchments, particularly under critical rainfall events with extremely high intensity.http://www.sciencedirect.com/science/article/pii/S2405844024007655High intensity rainfallLinear subcatchmentNonlinear reservoir methodStormwater hydrographSurface runoffWave effect
spellingShingle Volodymyr Zhuk
Lesya Vovk
Ihor Popadiuk
Ivan Matlai
Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity
Heliyon
High intensity rainfall
Linear subcatchment
Nonlinear reservoir method
Stormwater hydrograph
Surface runoff
Wave effect
title Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity
title_full Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity
title_fullStr Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity
title_full_unstemmed Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity
title_short Experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity
title_sort experimental surface runoff hydrographs from linear impervious subcatchments for rainfalls of extremely high intensity
topic High intensity rainfall
Linear subcatchment
Nonlinear reservoir method
Stormwater hydrograph
Surface runoff
Wave effect
url http://www.sciencedirect.com/science/article/pii/S2405844024007655
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AT ihorpopadiuk experimentalsurfacerunoffhydrographsfromlinearimpervioussubcatchmentsforrainfallsofextremelyhighintensity
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