Technical Papers
May 10, 2024

Test of Trapezoidal Hyetograph Method with Laboratory Watershed Data

Publication: Journal of Hydrologic Engineering
Volume 29, Issue 4

Abstract

Trapezoidal hyetographs are common in both real-world small watersheds and laboratory watersheds because (1) real-world hyetographs are often represented by line charts that can be divided into multiple trapezoidal rainfall pulses, and (2) laboratory rainfalls are usually generated by rainfall simulators uniformly in space and time, but when considering infiltration loss, the excess hyetographs may be approximated to be trapezoidal. Particularly, a trapezoidal hyetograph can be converted to a runoff hydrograph simply, accurately, and theoretically based on the general unit hydrograph model. The objective of this research is thus to test the theoretical trapezoidal hyetograph method with laboratory watershed rainfall-runoff data. The results showed that this theoretical method agrees very well with laboratory watershed data, with determination coefficients r2>0.93 for both constant and variable (incident) rainfall intensities. Therefore, the trapezoidal hyetograph method can be used to convert any line-chart hyetograph to a runoff hydrograph analytically, where rectangular and triangular hyetographs are special cases. Finally, the trapezoidal hyetograph method for a constant excess rainfall intensity (or the general rational method) is comparable to the classic kinematic wave theory for overland flow, but it is much simpler in applications.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

We appreciate the constructive comments offered by the six anonymous reviewers, the associate editor, and the editor, who helped improve this paper during its preparation.

References

Aksoy, H., A. Gedikli, N. E. Unal, M. Ylimaz, E. Eris, J. Yoon, and G. Tayfur. 2016. “Rainfall-runoff model considering microtopography simulated in a laboratory erosion flume.” Water Resour. Manage. 30 (15): 5609–5624. https://doi.org/10.1007/s11269-016-1439-y.
Aksoy, H., N. E. Unal, S. Cokgor, A. Gedikli, J. Yoon, K. Koca, S. B. Inci, and E. Eris. 2012. “A rainfall simulator for laboratory-scale assessment of rainfall-runoff-sediment transport processes over a two-dimensional flume.” Catena 98 (Nov): 63–72. https://doi.org/10.1016/j.catena.2012.06.009.
Anh, D. T., D. V. Thanh, H. M. Le, B. T. Sy, A. H. Tanim, Q. B. Pham, T. D. Dang, S. T. Mai, and N. M. Dang. 2022. “Effect of gradient descent optimizers and dropout technique on deep learning LSTM performance in rainfall-runoff modeling.” Water Resour. Manage. 37 (Jan): 639–657. https://doi.org/10.1007/s11269-022-03393-w.
Ben-Zvi, A. 1970. “On the relationship between rainfall and surface runoff on laboratory watersheds.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of Illinois Urbana–Champaign.
Ben-Zvi, A. 2020. “Laboratory examination of linearity in rainfall-runoff relationships.” Hydrol. Sci. J. 65 (10): 1794–1801. https://doi.org/10.1080/02626667.2020.1770765.
Brutsaert, W. 2023. Hydrology. 2nd ed. New York: Cambridge University Press.
Chow, V. T., and V. C. Kulandaiswamy. 1971. “General hydrologic system model.” J. Hydraul. Div. 97 (6): 791–804. https://doi.org/10.1061/JYCEAJ.0002994.
Chow, V. T., D. Maidment, and L. W. Mays. 1988. Applied hydrology. New York: McGraw-Hill.
Dooge, J. C. I. 1973. Linear theory of hydrologic systems. Technical Bulletin No. 1468. Washington, DC: USDA.
Guduru, J. U., N. B. Jilo, A. A. Rabba, and W. G. Namara. 2023. “Rainfall-runoff modeling using HEC-HMS model for Meki river watershed, rift valley basin, Ethiopia.” J. Afr. Earth Sci. 197 (Jan): 104743. https://doi.org/10.1016/j.jafrearsci.2022.104743.
Guo, J. 2022a. “Application of general unit hydrograph model for baseflow separation from rainfall and streamflow data.” J. Hydrol. Eng. 27 (11): 04022027. https://doi.org/10.1061/(ASCE)HE.1943-5584.0002217.
Guo, J. 2022b. “General and analytic unit hydrograph and its applications.” J. Hydrol. Eng. 27 (2): 04021046. https://doi.org/10.1061/(ASCE)HE.1943-5584.0002149.
Guo, J. 2022c. “General unit hydrograph from Chow’s linear theory of hydrologic systems and its applications.” J. Hydrol. Eng. 27 (10): 04022020. https://doi.org/10.1061/(ASCE)HE.1943-5584.0002184.
Guo, J. 2023. “Design hydrographs in small watersheds from general unit hydrograph model and NRCS-NOAA rainfall distributions.” J. Hydrol. Eng. 28 (5): 04023014. https://doi.org/10.1061/JHYEFF.HEENG-5942.
Horton, R. E. 1942. “A simplified method for determining the constants in the infiltration-capacity equation.” Trans. Am. Geophys. Union 23 (2): 575–577. https://doi.org/10.1029/TR023i002p00575.
Muzik, I. 1973. “State variable model of surface runoff from a laboratory catchment.” Ph.D. thesis, Dept. of Civil Engineering, Univ. of Alberta.
Nash, J. E. 1957. The form of instantaneous unit hydrograph. International Association of Hydrological Sciences Publication No. 51. Gentbrugge, Belgium: International Association of Hydrological Sciences.
Ponce, V. M. 1989. Engineering hydrology: Principles and practices. London: Prentice Hall.
Qu, L., T. Lei, J. Zhao, X. Yu, P. Gao, and L. Yan. 2008. “Laboratory experiments of runoff processes in small watershed under simulated rainfall.” [In Chinese.] Trans. Chin. Soc. Agric. Eng. 24 (12): 25–30.
Qu, L., J. Zhao, X. Zhao, L. Yan, J. Zhou, and T. Lei. 2007. “A mechanic-electronic sensor for automatic measurement of sediment-laden flow rate from erosion runoff plots.” J. Hydrol. 342 (1): 42–49. https://doi.org/10.1016/j.jhydrol.2007.05.012.
Sherman, L. K. 1932. “Stream flow from rainfall by the unit-graph method.” Eng. News Rec. 108 (Apr): 501–505.
Tikhamarine, Y., D. Souag-Gamane, A. N. Ahmed, S. S. Sammen, O. Kisi, Y. F. Huang, and A. El-Shafie. 2020. “Rainfall-runoff modelling using improved machine learning methods: Harris hawks optimizer vs. particle swarm optimization.” J. Hydrol. 589 (Oct): 125133. https://doi.org/10.1016/j.jhydrol.2020.125133.
Xu, Y., C. Liu, Q. Yu, C. Zhao, L. Quan, and C. Hu. 2023a. “Study on a hybrid hydrological forecasting model SCE-GUH by coupling SCE-UA optimization algorithm and general unit hydrograph.” Water 15 (15): 2783. https://doi.org/10.3390/w15152783.
Xu, Y., J. Wang, D. Hou, and C. Hu. 2023b. “Applicability analysis of generalized unit hydrograph in flash flood simulation.” [In Chinese.] J. China Hydrol. 44 (1): 9–16.
Xu, Y., Q. Yu, C. Liu, W. Li, L. Quan, C. Niu, C. Zhao, Q. Luo, and C. Hu. 2024. “Construction of a semi-distributed hydrological model considering the combination of saturation-excess and infiltration-excess runoff space under complex substratum.” J. Hydrol.: Reg. Stud. 51 (Feb): 101642. https://doi.org/10.1016/j.ejrh.2023.101642.
Zanial, W. N., M. A. Malek, M. N. Reba, N. Zaini, A. N. Ahmed, M. Sherif, and A. Elshafie. 2023. “Rainfall-runoff modelling based on global climate model and tropical rainfall measuring mission (GCM -TRMM): A case study in Hulu Terengganu catchment, Malaysia.” Heliyon 9 (5): e15740. https://doi.org/10.1016/j.heliyon.2023.e15740.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 29Issue 4August 2024

History

Received: Mar 16, 2023
Accepted: Feb 6, 2024
Published online: May 10, 2024
Published in print: Aug 1, 2024
Discussion open until: Oct 10, 2024

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Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Nebraska–Lincoln, Omaha, NE 68182 (corresponding author). ORCID: https://orcid.org/0000-0002-3868-3623. Email: [email protected]
Research Professor, International Research and Training Center on Erosion and Sedimentation, China Institute of Water Resources and Hydropower Research, 20 West Chegongzhung Rd., Beijing 100048, China. Email: [email protected]
Research Engineer, Nebraska Hydraulics, LLC, 17530 U St., Omaha, NE 68135. Email: [email protected]

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