Abstract

The ideal framework for water infrastructure design in any region relies on rainfall characteristics of that region, which is defined through rainfall intensity-duration-frequency (IDF) curves. The current IDF curves are based on historical observations of precipitation. However, with the help of numerical models, more up-to-date IDF curves can be developed to reflect the current precipitation regime. Here, a weather research and forecasting (WRF) model was applied to produce the precipitation data for Arizona from 1950 to 2017. A total of 20 weather forecasting scenarios were simulated by changing the microphysics schemes to improve precipitation forecasting accuracy. The National Severe Storm Laboratory (NSSL) scheme with cloud condensation nuclei (CCN) improved the coefficient of determination by 10% and was selected as the optimum forecasting scenario. The IDF curves were then constructed based on the modeled data and annual maximum series analysis for each climate division in Arizona. The comparison between updated IDF curves and historical IDF curves showed that incorporating up-to-date precipitation data resulted in lower rainfall intensities for short durations.

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Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request (precipitation data from the WRF model and Matlab codes to extract the NetCDF data and to construct the IDF curves).

Acknowledgments

We thank the editor and the anonymous reviewers for their constructive comments and suggestions. The Hooper Undergraduate Research Award partially supported this study through Northern Arizona University to Ziyan Wu.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 26Issue 5May 2021

History

Received: Nov 26, 2019
Accepted: Nov 30, 2020
Published online: Feb 23, 2021
Published in print: May 1, 2021
Discussion open until: Jul 23, 2021

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Assistant Professor, Dept. of Civil Engineering, Construction Management and Environmental Engineering, Northern Arizona Univ., P.O. Box 15600, Flagstaff, AZ 86011 (corresponding author). ORCID: https://orcid.org/0000-0003-2971-1773. Email: [email protected]
Instructor, Dept. of Civil Engineering, Construction Management and Environmental Engineering, Northern Arizona Univ., P.O. Box 15600, Flagstaff, AZ 86011. ORCID: https://orcid.org/0000-0001-8479-5768. Email: [email protected]
Montasir Maruf [email protected]
Graduate Student, Dept. of Civil Engineering, Construction Management and Environmental Engineering, Northern Arizona Univ., P.O. Box 15600, Flagstaff, AZ 86011. Email: [email protected]
Graduate Student, Dept. of Civil and Environmental Engineering, Stanford Univ., 473 Via Ortega, Stanford, CA 94305. Email: [email protected]
Juan Carlos Acuna Jr. [email protected]
Graduate Student, Dept. of Civil Engineering, Construction Management and Environmental Engineering, Northern Arizona Univ., P.O. Box 15600, Flagstaff, AZ 86011. Email: [email protected]
Katlynn Rose Adams [email protected]
Graduate Student, Dept. of Civil Engineering, Construction Management and Environmental Engineering, Northern Arizona Univ., P.O. Box 15600, Flagstaff, AZ 86011. Email: [email protected]

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