Abstract

Abstract. Timely projections of seasonal streamflow extremes can be useful for the early implementation of annual flood risk adaptation strategies. However, predicting seasonal extremes is challenging, particularly under nonstationary conditions and if extremes are correlated in space. The goal of this study is to implement a space–time model for the projection of seasonal streamflow extremes that considers the nonstationarity (interannual variability) and spatiotemporal dependence of high flows. We develop a space–time model to project seasonal streamflow extremes for several lead times up to 2 months, using a Bayesian hierarchical modeling (BHM) framework. This model is based on the assumption that streamflow extremes (3 d maxima) at a set of gauge locations are realizations of a Gaussian elliptical copula and generalized extreme value (GEV) margins with nonstationary parameters. These parameters are modeled as a linear function of suitable covariates describing the previous season selected using the deviance information criterion (DIC). Finally, the copula is used to generate streamflow ensembles, which capture spatiotemporal variability and uncertainty. We apply this modeling framework to predict 3 d maximum streamflow in spring (May–June) at seven gauges in the Upper Colorado River basin (UCRB) with 0- to 2-month lead time. In this basin, almost all extremes that cause severe flooding occur in spring as a result of snowmelt and precipitation. Therefore, we use regional mean snow water equivalent and temperature from the preceding winter season as well as indices of large-scale climate teleconnections – El Niño–Southern Oscillation, Atlantic Multidecadal Oscillation, and Pacific Decadal Oscillation – as potential covariates for 3 d spring maximum streamflow. Our model evaluation, which is based on the comparison of different model versions and the energy skill score, indicates that the model can capture the space–time variability in extreme streamflow well and that model skill increases with decreasing lead time. We also find that the use of climate variables slightly enhances skill relative to using only snow information. Median projections and their uncertainties are consistent with observations, thanks to the representation of spatial dependencies through covariates in the margins and a Gaussian copula. This spatiotemporal modeling framework helps in the planning of seasonal adaptation and preparedness measures as predictions of extreme spring streamflows become available 2 months before actual flood occurrence.

Highlights

  • Floods are a concern in mountainous regions such as the Upper Colorado River basin (UCRB), where streamflow extremes happen in spring, due to snowmelt in combination with precipitation (McCabe et al, 2007), and are projected to increase under future climate conditions (Musselman et al, 2018)

  • We demonstrate the utility of the framework proposed in the previous section by applying it to project 3 d spring maximum (May–June) streamflow at seven gauges in the Upper Colorado River basin (UCRB) with 0- to 2-month lead time (Fig. 2)

  • Different candidate Bayesian hierarchical model (BHM) were calibrated for the period 1965–2018, and the best BHM was selected based on the lowest deviance information criterion (DIC) value

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Summary

Introduction

Floods are a concern in mountainous regions such as the Upper Colorado River basin (UCRB), where streamflow extremes happen in spring, due to snowmelt in combination with precipitation (McCabe et al, 2007), and are projected to increase under future climate conditions (Musselman et al, 2018). Most existing tools either use hydrological models to provide operational daily forecasts at lead times ranging from 1 d to a couple of weeks or statistical models considering hydroclimatic variables from the previous season to generate seasonal streamflow forecasts. Both types of tools are useful to inform reservoir operations during the dry season or to provide high-flow alerts at a local scale. They do not usually consider spatial dependencies in high-flow occurrence in different catchments, which is crucial to reliably estimate regional flood hazard (Brunner et al, 2020)

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