Abstract

Abstract. Information about rainfall–runoff processes is essential for hydrological analyses, modelling and water-management applications. A hydrological, or diagnostic, signature quantifies such information from observed data as an index value. Signatures are widely used, e.g. for catchment classification, model calibration and change detection. Uncertainties in the observed data – including measurement inaccuracy and representativeness as well as errors relating to data management – propagate to the signature values and reduce their information content. Subjective choices in the calculation method are a further source of uncertainty. We review the uncertainties relevant to different signatures based on rainfall and flow data. We propose a generally applicable method to calculate these uncertainties based on Monte Carlo sampling and demonstrate it in two catchments for common signatures including rainfall–runoff thresholds, recession analysis and basic descriptive signatures of flow distribution and dynamics. Our intention is to contribute to awareness and knowledge of signature uncertainty, including typical sources, magnitude and methods for its assessment. We found that the uncertainties were often large (i.e. typical intervals of ±10–40 % relative uncertainty) and highly variable between signatures. There was greater uncertainty in signatures that use high-frequency responses, small data subsets, or subsets prone to measurement errors. There was lower uncertainty in signatures that use spatial or temporal averages. Some signatures were sensitive to particular uncertainty types such as rating-curve form. We found that signatures can be designed to be robust to some uncertainty sources. Signature uncertainties of the magnitudes we found have the potential to change the conclusions of hydrological and ecohydrological analyses, such as cross-catchment comparisons or inferences about dominant processes.

Highlights

  • 1.1 Hydrological signatures and observational uncertaintyInformation about rainfall–runoff processes in a catchment is essential for hydrological analyses, modelling and watermanagement applications

  • We propose a generally applicable method to calculate these uncertainties based on Monte Carlo sampling and demonstrate it in two catchments for common signatures including rainfall–runoff thresholds, recession analysis and basic descriptive signatures of flow distribution and dynamics

  • The reliability of signature values depends on uncertainties in the data and calculation method, and some signatures may be susceptible to uncertainty

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Summary

Introduction

Information about rainfall–runoff processes in a catchment is essential for hydrological analyses, modelling and watermanagement applications. Such information derived as an index value from observed data series (rainfall, flow and/or other variables) is known as a hydrological or diagnostic signature and is widely used in both hydrology (Hrachowitz et al, 2013) and ecohydrology (Olden and Poff, 2003). Signatures are used to identify dominant processes and to determine the strength, speed and spatiotemporal variability of the rainfall–runoff response. Field studies have identified drivers of catchment function, such as a threshold response to antecedent wetness (Graham et al, 2010b; Penna et al, 2011; Tromp-van Meerveld and McDonnell, 2006a), which have been captured as signatures (McMillan et al, 2014). Signatures often incorporate multiple data types, including soft data (Seibert and McDonnell, 2002; Winsemius et al, 2009)

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