Technical Papers
Nov 24, 2021

General and Analytic Unit Hydrograph and Its Applications

Publication: Journal of Hydrologic Engineering
Volume 27, Issue 2

Abstract

Unit hydrograph (UH) is widely used for predictions of flood hydrograph from a known storm. Its concept and theory are simple and straightforward, but its practical applications are cumbersome because it is discrete and inflexible for different rainfall durations. An internet search indicates that though Nash’s gamma function is widely accepted as a theoretical model, it is not a true form of instantaneous UH. Briefly, a simple, general, and analytic model for UH has not been found in the literature, which forms the objective of this research. To this end, we first make three hypotheses on instantaneous UH based on empirical observations; we next find a general unit-volume hydrograph for S-hydrograph that leads to analytic expressions for interval and instantaneous unit-volume hydrographs; we then apply the proposed method to simplify applications of the Soil Conservation Society (SCS) dimensionless UH. After that, we examine the proposed method with real-world data. We confirmed that the proposed general and analytic UH predicts flood hydrograph simply and accurately, and it agrees with data better than the classic Nash instantaneous UH model.

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Data Availability Statement

All Matlab codes (Figs. S1S4) that support the findings of this study are available from the author upon request.

Acknowledgments

The author thanks Professor Clark C. K. Liu at the University of Hawaii at Manoa and Professor Chang-Chun Chen at the Nanjing University of Information Science and Technology, China for providing information on Professor Wan-Li Huang’s fundamental contributions to the evolution of the instantaneous unit hydrograph. The author also appreciates the constructive comments offered by the three anonymous reviewers, the associate editor, and the editor, which have significantly improved this paper during its preparation.

References

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 27Issue 2February 2022

History

Received: Jun 6, 2021
Accepted: Sep 21, 2021
Published online: Nov 24, 2021
Published in print: Feb 1, 2022
Discussion open until: Apr 24, 2022

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Authors

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Junke Guo, M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Univ. of Nebraska–Lincoln, Omaha, NE 68182. Email: [email protected]; [email protected]

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Cited by

  • Test of Trapezoidal Hyetograph Method with Laboratory Watershed Data, Journal of Hydrologic Engineering, 10.1061/JHYEFF.HEENG-6033, 29, 4, (2024).
  • Application of a Fractional Instantaneous Unit Hydrograph in the TOPMODEL: A Case Study in Chengcun Basin, China, Applied Sciences, 10.3390/app13042245, 13, 4, (2245), (2023).
  • Design Hydrographs in Small Watersheds from General Unit Hydrograph Model and NRCS-NOAA Rainfall Distributions, Journal of Hydrologic Engineering, 10.1061/JHYEFF.HEENG-5942, 28, 5, (2023).
  • Application of General Unit Hydrograph Model for Baseflow Separation from Rainfall and Streamflow Data, Journal of Hydrologic Engineering, 10.1061/(ASCE)HE.1943-5584.0002217, 27, 11, (2022).
  • General Unit Hydrograph from Chow’s Linear Theory of Hydrologic Systems and Its Applications, Journal of Hydrologic Engineering, 10.1061/(ASCE)HE.1943-5584.0002184, 27, 10, (2022).
  • Application of general unit hydrograph model for marathon finish time distributions, Physica A: Statistical Mechanics and its Applications, 10.1016/j.physa.2022.128230, 607, (128230), (2022).

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