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Calibrating hydrologic models in flow-corrected time

Publication ,  Journal Article
Smith, T; Marshall, L; McGlynn, B
Published in: Water Resources Research
January 1, 2014

Modeling streamflow hydrographs can be a highly complex problem, particularly due to difficulties caused by multiple dominant streamflow states, switching of dominant streamflow generation mechanisms temporally, and dynamic catchment responses to precipitation inputs based on antecedent conditions. Because of these complexities and the extreme heterogeneity that can exist within a single catchment, model calibration techniques are generally required to obtain reasonable estimates of the model parameters. Models are typically calibrated such that a best fit is determined over the entire period of simulation. In this way, each time step explicitly carries equal weight during the calibration process. Data transformations (e.g., logarithmic or square root) are a common way of modifying the calibration process by scaling the magnitude of the observations. Here we consider a data transformation that is focused on the time domain rather than the data domain. This approach, previously employed in transit time modeling literature, conceptually stretches time during high streamflows and compresses it during low streamflow periods, dynamically weighting streamflows in the time domain. The transformation, known as flow-corrected time, is designed to provide greater weight to time periods with larger hydrologic flux. Here the flow-corrected time transformation is compared to a baseline untransformed case and the commonly employed logarithmic transformation. Considering both visual and numerical (Nash-Sutcliffe efficiency) assessments, we demonstrate that over the time periods that dominate hydrologic flux the flow-corrected time transformation resulted in improved fits to the observed hydrograph. Key Points In many catchments, a small fraction of time accounts for a majority of the flux A flow-corrected time transformation can be used to weight model simulations Improved model fits at periods of large hydrologic fluxes are demonstrated ©2013. American Geophysical Union. All Rights Reserved.

Duke Scholars

Published In

Water Resources Research

DOI

EISSN

1944-7973

ISSN

0043-1397

Publication Date

January 1, 2014

Volume

50

Issue

1

Start / End Page

748 / 753

Related Subject Headings

  • Environmental Engineering
  • 4011 Environmental engineering
  • 4005 Civil engineering
  • 3707 Hydrology
  • 0907 Environmental Engineering
  • 0905 Civil Engineering
  • 0406 Physical Geography and Environmental Geoscience
 

Citation

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ICMJE
MLA
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Smith, T., Marshall, L., & McGlynn, B. (2014). Calibrating hydrologic models in flow-corrected time. Water Resources Research, 50(1), 748–753. https://doi.org/10.1002/2013WR014635
Smith, T., L. Marshall, and B. McGlynn. “Calibrating hydrologic models in flow-corrected time.” Water Resources Research 50, no. 1 (January 1, 2014): 748–53. https://doi.org/10.1002/2013WR014635.
Smith T, Marshall L, McGlynn B. Calibrating hydrologic models in flow-corrected time. Water Resources Research. 2014 Jan 1;50(1):748–53.
Smith, T., et al. “Calibrating hydrologic models in flow-corrected time.” Water Resources Research, vol. 50, no. 1, Jan. 2014, pp. 748–53. Scopus, doi:10.1002/2013WR014635.
Smith T, Marshall L, McGlynn B. Calibrating hydrologic models in flow-corrected time. Water Resources Research. 2014 Jan 1;50(1):748–753.
Journal cover image

Published In

Water Resources Research

DOI

EISSN

1944-7973

ISSN

0043-1397

Publication Date

January 1, 2014

Volume

50

Issue

1

Start / End Page

748 / 753

Related Subject Headings

  • Environmental Engineering
  • 4011 Environmental engineering
  • 4005 Civil engineering
  • 3707 Hydrology
  • 0907 Environmental Engineering
  • 0905 Civil Engineering
  • 0406 Physical Geography and Environmental Geoscience