Using the drainage area ratio (DAR) method, daily or monthly flows gauged at a nearby station are transferred to an ungauged section where a dam is to be built by multiplying them by a real number resulting from raising the ratio of the drainage areas of the dam section and of the station to an exponent n. Commonly, n is taken as 1. Using the daily flows of two stations nearby a dam section on the same stream or a neighbouring stream, having a common N-year-long gauging record, it is proposed that 365 linear regressions be fitted to N pairs of 365 daily flows and relate them to the DARs. The daily flows at the dam section can then be computed using 365 values of n' each belonging to 1 day. Next, using the same analytical model applied to monthly flows, 12 monthly flows are transferred to the dam section. Five versions of the DAR method – three of which have constant exponents – were investigated. The method with n = 1 was found to be the worst performer.
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February 2024
Research Article|
February 28 2023
Versions of the drainage area ratio method for transfer of daily or monthly stream flows
Tefaruk Haktanir, PhD
;
Tefaruk Haktanir, PhD
Professor, Department of Civil Engineering, Nuh Naci Yazgan University, Kayseri, Turkey
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Alper Aydemir, PhD
;
Alper Aydemir, PhD
Assistant Professor, Department of Civil Engineering, Nuh Naci Yazgan University, Kayseri, Turkey (corresponding author: aydemir@nny.edu.tr)
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Nese Acanal, PhD
Nese Acanal, PhD
Associate Professor, Department of Civil Engineering, Erciyes University, Kayseri, Turkey
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Publisher: Emerald Publishing
Received:
October 01 2021
Accepted:
January 26 2023
Online ISSN: 1751-7729
Print ISSN: 1741-7589
Emerald Publishing Limited: All rights reserved
2023
Proceedings of the Institution of Civil Engineers - Water Management (2024) 177 (1): 44–58.
Article history
Received:
October 01 2021
Accepted:
January 26 2023
Citation
Haktanir T, Aydemir A, Acanal N (2024), "Versions of the drainage area ratio method for transfer of daily or monthly stream flows". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 177 No. 1 pp. 44–58, doi: https://doi.org/10.1680/jwama.21.00091
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