Case Studies
Apr 19, 2017

Improving Continuous Hydrologic Modeling of Data-Poor River Basins Using Hydrologic Engineering Center’s Hydrologic Modeling System: Case Study of Karkheh River Basin

Publication: Journal of Hydrologic Engineering
Volume 22, Issue 8

Abstract

This paper applies HEC-HMS to the Karkheh River basin (KRB), Iran, and facilitates the calibration of a continuous hydrologic model (CHM) with soil moisture accounting (SMA) and snowmelt degree-day parameters. Manual calibration was performed to ensure the physical relevance of HEC-HMS parameter values. Because manual calibration entails changing each parameter value in a user-defined setting, it is often a time-consuming procedure complicated by multitude of interacting parameters. To address this setback, an event-based calibration technique (EBCT) was implemented in KRB and its interior sub-basins whereby the governing parameters of specific fall, spring, and winter events were initially estimated in a precalibration step and used as inputs to facilitate calibration of the CHM. Model performance analyzed based on goodness-of-fit criteria with respect to peak flows, low flows, and hydrograph shape reflects uncertainties associated with streamflow naturalization and use of average annual parameter values for the snowmelt component. Sensitivity analysis provided insights into the basin’s snowfall and melt characteristics, distinguishing antecedent temperature index (ATI) cold rate coefficient and baseflow recession coefficient as key parameters affecting hydrograph shape and magnitude of the peak flow, respectively. Results based on goodness of fit metrics suggest that event-based parameter estimation using seasonal characteristics improved the efficiency and accuracy of the continuous HEC-HMS model (CORRL and NSE 0.78–0.87 and 0.5–0.7, respectively) while facilitating application to a large, data-poor river basin with heterogeneous climatic conditions.

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Acknowledgments

The authors acknowledge the Hydro-Environmental and Energy Systems Analysis (HEESA) Research Group members, Carlos Fernández Martín at University of Cantabria for running HEC-HMS during model calibration, and Kondwani Msowoya at University of Central Florida and Felicity Miller at The Way CTU for reviewing an earlier version of this paper.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 22Issue 8August 2017

History

Received: Sep 25, 2016
Accepted: Jan 19, 2017
Published online: Apr 19, 2017
Published in print: Aug 1, 2017
Discussion open until: Sep 19, 2017

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Authors

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Rahman Davtalab, Aff.M.ASCE [email protected]
Graduate Student, Dept. of Civil, Environmental and Construction Engineering, Univ. of Central Florida, Orlando, FL 32816; Dept. of Remote Sensing and GIS, Tarbiat Modares Univ., Tehran, Iran. E-mail: [email protected]
Ali Mirchi, A.M.ASCE [email protected]
Research Assistant Professor, Dept. of Civil Engineering and Center for Environmental Resource Management, Univ. of Texas at El Paso, 500 W University Ave., El Paso, TX 79968 (corresponding author). E-mail: [email protected]
Sina Khatami [email protected]
Graduate Student, Dept. of Infrastructure Engineering, Univ. of Melbourne, VIC 3010, Australia. E-mail: [email protected]
Rabi Gyawali [email protected]
Research Agriculture Engineer, Grazinglands Research Laboratory, Agriculture Research Service, U.S. Dept. of Agriculture, El Reno, OK 73036. E-mail: [email protected]
Alireza Massah [email protected]
Associate Professor, Dept. of Irrigation and Drainage Engineering, College of Abureyhan, Univ. of Tehran, Iran. E-mail: [email protected]
Manuchehr Farajzadeh [email protected]
Professor, Dept. of Remote Sensing and GIS, Tarbiat Modares Univ., Tehran, Iran. E-mail: [email protected]
Kaveh Madani, A.M.ASCE [email protected]
Reader, Centre for Environmental Policy, Imperial College London, London SW7 2AZ, U.K.; Dept. of Physical Geography, Stockholm Univ., Stockholm, Sweden. E-mail: [email protected]

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