Technical Notes
Feb 27, 2020

The Bell-Shaped Unit Hydrograph for Overland Planes

Publication: Journal of Irrigation and Drainage Engineering
Volume 146, Issue 5

Abstract

This study presents a conceptual model to obtain the shape of the unit hydrograph in a small rectangular basin with a collecting channel on one side of the flow plane. In classical hydrology, flows are classified as linear, convergent, and divergent. In the proposed model, a rainfall of constant intensity is assumed, with the duration equal to the time of concentration of the basin, as in the rational method. The shape of the plane is simplified in order to obtain an analytical solution. It is observed that in the plane of diffuse flow, the flow begins as a convergent of repletion, then passes to divergent of repletion, and finishes as a convergent of depletion. The applied theory allows the development of a classic bell-shaped unit hydrograph, a very common form of the theoretical hydrographs found in the literature. The proposed methodology was also applied to a practical flood damping problem in an urban watershed.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was supported through the Foundation for Scientific and Technological Development of the State of Ceará—FUNCAP (PNE0112-00042.01.00/16) and the Coordination for the Improvement of Higher Education Personnel—CAPES (PROEX 20/2016).

References

Bhunya, P. K., N. C. Goah, S. K. Mishra, C. S. P. Ojha, and R. Berndtsson. 2005. “Hybrid model for derivation of synthetic unit hydrograph.” J. Hydrol. Eng. 10 (6): 458–467. https://doi.org/10.1061/(ASCE)1084-0699(2005)10:6(458).
Bhunya, P. K., S. N. Panda, and M. K. Goel. 2011. “Synthetic unit hydrograph methods: A critical review.” Open Hydrol. J. 5: 1–8. https://doi.org/10.2174/1874378101105010001.
Chow, V. T. 1962. Hydrologic determination of waterway areas from the design of drainage structures in small drainage basins. Chicago: Univ. of Illinois.
Cleveland, T. G., D. B. Thompson, X. Fang, and X. He. 2008. “Synthesis of unit hydrographs from a digital elevation model.” J. Irrig. Drain. Eng. 134 (2): 212–221. https://doi.org/10.1061/(ASCE)0733-9437(2008)134:2(212).
Dooge, J. C. I. 1959. “A general theory of the unit hydrograph.” J. Geophys. Res. 64 (2): 241–256. https://doi.org/10.1029/JZ064i002p00241.
Ghorbani, M. A., V. P. Singh, B. Sivakumar, and M. H. Kashani. 2017. “Probability distribution functions for unit hydrographs with optimization using genetic algorithm.” Appl. Water Sci. 7 (2): 663–676. https://doi.org/10.1007/s13201-015-0278-y.
Khaleghi, S., P. Monajemi, and M. P. Nia. 2018. “Introducing a new conceptual instantaneous unit hydrograph model based on a hydraulic approach.” Hydrol. Sci. J. 63 (13–14): 1967–1975. https://doi.org/10.1080/02626667.2018.1550294.
Maidment, D. R. 1993. Handbook of hydrology. New York: McGraw-Hill.
Nadarajah, S. 2007. “Probability models for unit hydrograph derivation.” J. Hydrol. 344 (3–4): 185–189. https://doi.org/10.1016/j.jhydrol.2007.07.004.
Nash, J. E. 1959. “Systematic determination of unit hydrograph parameters.” J. Geophys. Res. 64 (1): 111–115. https://doi.org/10.1029/JZ064i001p00111.
Petroselli, A., and S. Grimaldi. 2018. “Design hydrograph estimation in small and fully ungauged basins: A preliminary assessment of the EBA4SUB framework.” J. Flood Risk Mange. 11: S197–S210. https://doi.org/10.1111/jfr3.12193.
Sherman, L. K. 1932. “Streamflow from rainfall by the unit hydrograph method.” Eng. News-Rec. 108: 501–505.
Silva, F. O. E., F. F. R. Palácio Júnior, and J. N. B. Campos. 2013. Rainfall equation for Fortaleza based on pluviograph data from UFC. http://doi.editoracubo.com.br/10.4322/dae.2014.106.
Singh, P. K., S. K. Mishra, and M. K. Jain. 2014. “A review of the synthetic unit hydrograph: From the empirical UH to advanced geomorphological methods.” Hydrol. Sci. J. 59 (2): 239–261. https://doi.org/10.1080/02626667.2013.870664.
Singh, S. K. 2015. “Simple parametric instantaneous unit hydrograph.” J. Irrig. Drain. Eng. 141 (5): 2–10. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000830.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 146Issue 5May 2020

History

Received: May 7, 2019
Accepted: Dec 5, 2019
Published online: Feb 27, 2020
Published in print: May 1, 2020
Discussion open until: Jul 27, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

José N. B. Campos [email protected]
Professor, Dept. of Hydraulic and Environmental Engineering, Federal Univ. of Ceará, Campus do Pici, bl. 713, Fortaleza 60.451-970, Brazil. Email: [email protected]
Udinart P. Rabelo [email protected]
Ph.D. Student, Dept. of Hydraulic and Environmental Engineering, Federal Univ. of Ceará, Campus do Pici, bl. 713, Fortaleza 60.451-970, Brazil. Email: [email protected]
Associate Professor, Dept. of Hydraulic and Environmental Engineering, Federal Univ. of Ceará, Campus do Pici, bl. 713, Fortaleza 60.451-970, Brazil (corresponding author). ORCID: https://orcid.org/0000-0001-8612-5848. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share