Abstract

Abstract. This study investigates whether a thermodynamically optimal hillslope structure can, if existent, serve as a first guess for uncalibrated predictions of rainfall–runoff. To this end we propose a thermodynamic framework to link rainfall–runoff processes and dynamics of potential energy, kinetic energy and capillary binding energy in catchments and hillslopes. The starting point is that hydraulic equilibrium in soil corresponds to local thermodynamic equilibrium (LTE), characterized by a local maximum entropy/minimum of free energy of soil water. Deviations from LTE occur either due to evaporative losses, which increase absolute values of negative capillary binding energy of soil water and reduce its potential energy, or due to infiltration of rainfall, which increases potential energy of soil water and reduces the strength of capillary binding energy. The amplitude and relaxation time of these deviations depend on climate, vegetation, soil hydraulic functions, topography and density of macropores. Based on this framework we analysed the free energy balance of hillslopes within numerical experiments that perturbed model structures with respect to the surface density of macropores. These model structures have been previously shown to allow successful long-term simulations of the water balances of the Weiherbach and the Malalcahuello catchments, which are located in distinctly different pedological and climatic settings. Our findings offer a new perspective on different functions of preferential flow paths depending on the pedological setting. Free energy dynamics of soil water in the cohesive soils of the Weiherbach is dominated by dynamics of capillary binding energy. Macropores act as dissipative wetting structures by enlarging water flows against steep gradients in soil water potential after long dry spells. This implies accelerated depletion of these gradients and faster relaxation back towards LTE. We found two local optima in macropore density that maximize reduction rates of free energy of soil water during rainfall-driven conditions. These two optima exist because reduction rates of free energy are, in this case, a second-order polynomial of the wetting rate, which implicitly depends on macroporosity. An uncalibrated long-term simulation of the water balance of the Weiherbach catchment based on the first optimum macroporosity performed almost as well as the best fit when macroporosity was calibrated to match rainfall–runoff. In the Malalcahuello catchment we did not find an apparent optimum density of macropores, because free energy dynamics of soil water during rainfall-driven conditions is dominated by increases of potential energy. Macropores act as dissipative drainage structures by enhancing export of potential energy. No optimum macropore density exists in this case because potential energy change rates scale linearly with the wetting rate. We found, however, a distinguished macroporosity that assures steady-state conditions of the potential energy balance of the soil, in the sense that average storage of potential energy is compensated by average potential energy export. This distinguished macroporosity was close to the value that yielded the best fit of rainfall–runoff behaviour during a calibration exercise and allowed a robust estimate of the annual runoff coefficient. Our findings are promising for predictions in ungauged catchments (PUB) as the optimal/distinguished model structures can serve as a first guess for uncalibrated predictions of rainfall–runoff. They also offer an alternative for classifying catchments according to their similarity of the free energy balance components.

Highlights

  • 1.1 Spatial organization and the search for organizing principlesA closer look at catchments often reveals a spatially organized “architecture” (Dooge, 1986; Schulz et al, 2006; Zehe and Sivapalan, 2009)

  • Changes in free energy in the dryer experiment are strongly dominated by the reduction of the absolute value of capillary binding energy due to the accelerated wetting in macropores which peak at −1 W m−2 (Fig. 5f)

  • Free energy of water stored in the soil plays a key role in this concert, as it determines local thermodynamic equilibrium in soil, when soil water potential is zero along the entire profile

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Summary

Introduction

1.1 Spatial organization and the search for organizing principlesA closer look at catchments often reveals a spatially organized “architecture” (Dooge, 1986; Schulz et al, 2006; Zehe and Sivapalan, 2009). The most striking evidence for spatial organization is, the omnipresence of networks of preferential flow paths, which vein soils, unconsolidated rock and even solid bedrock From their genesis, whether they are bio-pores (worm or rodent burrows, root channels) or fingerprints of past dissipative processes (shrinkage cracks, pipes, erosion rills), they exhibit similar topological characteristics and similar functioning. Preferential flow networks allow for high mass flows at small driving gradients, because the flow resistance is continuously small in the entire network They “organize” export and redistribution of water and matter across scales: locally as vertical macropores (Beven and Germann, 1982), at the hillslope scales as surface rills or subsurface pipe networks (Bull and Kirkby, 1997; Parkner et al, 2007; Weiler and McDonnell, 2007; Wienhöfer et al, 2009) or at the catchment scale as river networks (Kleidon et al, 2013; Howard, 1990). This implies that these optimal hillslope architectures should allow for acceptable uncalibrated simulations of rainfall–runoff behaviour, as will be explained below

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