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**Hydrology and Earth System Sciences**
An interactive open-access journal of the European Geosciences Union

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- Articles & preprints
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- Abstract
- Introduction
- Claim regarding modeling results
- Claim regarding empirical support for three evaporation stages and for BC4
- Claim regarding the derivation by HT18
- Claim regarding support from the modeling study by Lintner (2015)
- Conclusions
- Appendix A: Variables used
- Appendix B: Abbreviations
- Data availability
- Author contributions
- Competing interests
- Acknowledgements
- Review statement
- References

**Comment/reply**
04 Jan 2021

**Comment/reply** | 04 Jan 2021

Comment on: “A review of the complementary principle of evaporation: from the original linear relationship to generalized nonlinear functions” by Han and Tian (2020)

^{1}Department of Civil and Environmental Engineering, Bucknell University, Lewisburg, PA, USA^{2}Department of Hydraulic and Water Resources Engineering, Budapest University of Technology and Economics, Budapest, Hungary^{3}Department of Biological Engineering, University of Idaho, Moscow, ID, USA^{4}School of Natural Resources, University of Nebraska–Lincoln, Lincoln, NE, USA

^{1}Department of Civil and Environmental Engineering, Bucknell University, Lewisburg, PA, USA^{2}Department of Hydraulic and Water Resources Engineering, Budapest University of Technology and Economics, Budapest, Hungary^{3}Department of Biological Engineering, University of Idaho, Moscow, ID, USA^{4}School of Natural Resources, University of Nebraska–Lincoln, Lincoln, NE, USA

**Correspondence**: Richard D. Crago (rcrago@bucknell.edu)

**Correspondence**: Richard D. Crago (rcrago@bucknell.edu)

Abstract

Back to toptopThe paper by Han and Tian (2020) reviews the history of developments in the complementary relationship (CR) between actual and potential evaporation and introduces the generalized complementary principle (GCP) developed by the authors. This comment assesses whether the GCP: (1) can give reasonable results from a wide range of surfaces worldwide; (2) is supported by experimental data that verify the three stages of evaporation implicit in the GCP, particularly in the wet-surface limit; (3) has been proven to be correct by the authors in a previous paper; and (4) is supported by model studies showing that wet surfaces occur predominantly during periods of large-scale moisture convergence. The assessment finds that arguments in favor of the GCP deserve to be taken seriously but ultimately remain unconvincing.

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How to cite.

Crago, R. D., Szilagyi, J., and Qualls, R.: Comment on: “A review of the complementary principle of evaporation: from the original linear relationship to generalized nonlinear functions” by Han and Tian (2020), Hydrol. Earth Syst. Sci., 25, 63–68, https://doi.org/10.5194/hess-25-63-2021, 2021.

1 Introduction

Back to toptopHan and Tian (2020) (hereafter HT20) provide important insights into the growing body of literature regarding the complementary relationship (CR) of evaporation and serves well as an accessible review of the literature. The sigmoid formulation (their Eq. 13), a key feature of their generalized complementary principle (GCP) (Han and Tian, 2018; hereafter HT18), is presented and defended in their paper.

Two of the present authors (Szilagyi and Crago, 2019, hereafter SC19) wrote an earlier comment critiquing the sigmoid function for violating established physical principles (see also the reply by Han and Tian, 2019). After further consideration, the present authors recognize that the sigmoid curve proposed by HT18 and HT20 is intended to incorporate the effects of both the CR and of large-scale advection under wet-surface conditions. While we do not find the sigmoid function to have a strong theoretical or empirical basis, we agree with HT18 and HT20, at least in principle, that this need not violate any laws of nature. (Note that, unless otherwise indicated, all notation herein follows that of HT20.)

The most controversial feature of the sigmoid function is the slope of the
curve at the wet-surface limit. Namely, it requires that
$\mathrm{d}(E/{E}_{\mathrm{Pen}})/\mathrm{d}({E}_{\mathrm{rad}}/{E}_{\mathrm{Pen}})=\mathrm{d}{y}_{\mathrm{H}}/\mathrm{d}{x}_{\mathrm{H}}\to \mathrm{0}$ as
*y*_{H}→1 (hereafter, this boundary condition will be denoted “BC4”).
That is, rather than a complementary relationship, BC4 requires that *E* and
*E*_{Pen} are equal and that *E* exactly follows any variability by *E*_{Pen} in
the wet-surface limit.

BC4 deserves careful attention. A major purpose of this comment is to show that there are some indications that such behavior can occur, but when it does it is a consequence of large-scale processes that disconnect the regional land surface from the overlying atmosphere, thus violating the basic assumptions behind the CR (namely, that atmospheric and surface conditions are tightly linked through surface fluxes). In light of this, corrections to the CR attempting to account for these cases will likely result in a formulation that does not accurately represent minimally advective conditions.

This comment will consider the evidence for the following four claims made by HT18 and HT20 in support of the sigmoid function and BC4: first, that the function works reasonably well to model evaporation from sites around the world; second, that data from these sites support a three-stage evaporation process and BC4, both of which are required by the sigmoid function; third, that HT2018 have provided a rigorous proof of the boundary conditions underlying the formulation; and fourth, that a partial explanation of BC4 has been provided by the study by Lintner et al. (2015).

2 Claim regarding modeling results

Back to toptopFirst, it is clear that the sigmoid function has been used successfully to
model evaporation from flux stations around the world (see HT18). It is
quite a flexible formulation that can match a wide range of data patterns on
an *x*_{H}, *y*_{H} graph. Calibrated values of *α* and *b* published in
HT18 (their Table 5) range from about 1.01 to 1.49 and from 0.59 to 17,
respectively. Figure 1 shows the sigmoid function for the four combinations
of these extreme parameter values (with ${x}_{min}=\mathrm{0}$ and ${x}_{max}=\mathrm{1}$).
These show the wide range of possible curve shapes, allowing *x*_{min} and
*x*_{max} to take other fixed values further increases the flexibility. Such
an equation is likely to fit many datasets well if tuning is permitted.
While we believe the ultimate goal of CR research should be a
physically based formulation that can work well without requiring local
calibration of parameters, there is, nevertheless, value in formulations
that can reliably match datasets with local calibration
(including several of our respective publications).

3 Claim regarding empirical support for three evaporation stages and for BC4

Back to toptopSecond, there does seem to be some empirical support for different slopes at
different positions on *x*_{H}, *y*_{H} graphs (HT18, their Table 3).
However, the curve proposed by Brutsaert (2015) also proposes a shallow
slope for small *y*_{H} (stage 1), a steep slope in the middle (stage 2), and
a less steep slope near *y*_{H}=1 (stage 3). Similar behavior is also
possible with the rescaled models of the present authors. The stage 3 slopes
at large *y*_{H} values (HT18, Table 3) would be near zero according to BC4
but are generally near 1 instead. HT18 directly address BC4 with data in
their Fig. 6, which plots empirical data along with red curves resulting
from the sigmoid function relating *E*∕*E*_{PT} to *E*∕*E*_{Pen}. The sigmoid
function curves show *E*∕*E*_{PT} increasing as *E*∕*E*_{Pen} increases, until
*E*∕*E*_{PT} reaches a peak and then begins to decrease with further increases
in *E*∕*E*_{Pen}. Correlational evidence for this downturn is given by HT18, but
the actual data plotted do not visibly follow the downturn in *E*∕*E*_{PT} in
either panel of Fig. 6; the dramatic downturn in the red curve in Fig. 6a
(the left panel) certainly is not matched by the data. While the limiting
behavior would only be expected very near *y*_{H}=1, this very fact makes
it difficult to argue that this behavior exists when nearly all data points
on the graph fall below *y*_{H}=1. Similarly, some values of parameters for
the sigmoid function make the flattening of the third stage nearly
indistinguishable and therefore inconsequential (i.e., the top two panels of our
Fig. 1).

4 Claim regarding the derivation by HT18

Back to toptopThird, the derivation by HT18 is inconclusive. The derivation begins with the following (HT18, their Eq. 8):

$$\begin{array}{}\text{(1)}& E=\left({E}_{\mathrm{Pen}}\right)\cdot f({E}_{\mathrm{rad}}/{E}_{\mathrm{Pen}}),\phantom{\rule{0.25em}{0ex}}\phantom{\rule{0.25em}{0ex}}\text{where}\phantom{\rule{0.25em}{0ex}}\phantom{\rule{0.25em}{0ex}}{E}_{\mathrm{Pen}}={E}_{\mathrm{rad}}+{E}_{\mathrm{aero}},\end{array}$$

where *f* is a function of *E*_{rad}∕*E*_{Pen}. Partial derivatives of *E* were
taken from Eq. (1) with respect to *E*_{rad} and *E*_{aero}. Further
manipulations of these derivatives resulted in the four boundary conditions
corresponding to the sigmoid curve (HT18). The function
*f*(*E*_{rad}∕*E*_{Pen}) in Eq. (1) could include constants or parameters (for
instance *α*, *x*_{min}, or *x*_{max}), whose “correct” values can be found by
calibration, after which they must be treated as constants. This means that,
once the parameters are determined, the shape of
*f*(*E*_{rad}∕*E*_{Pen}) is also determined.

Unfortunately, this leads to two problems. First, the present authors' work
with the “rescaled” CR (Crago et al., 2016; Szilagyi et al., 2017; Crago and
Qualls, 2018) gives evidence that the variable ${x}_{\mathrm{m}}={{E}^{{T}_{\mathrm{ws}}}}_{\mathrm{PT}}/{{E}^{max}}_{\mathrm{MT}}$ (where *x*_{m} is our own notation), related to the value of
${{E}^{{T}_{\mathrm{ws}}}}_{\mathrm{PT}}/{E}_{\mathrm{Pen}}$ at which *E* goes to zero, is in fact a variable not
a constant. It must be calculated for each individual data point, and it
results in a significant rearrangement of the data. It could have been
included in Eq. (1) by writing Eq. (1) as *y*_{H}=*f*(*x*_{H}, *x*_{m}). By
taking derivatives without including the impact that a variable *x*_{m} might
have, HT18 assumed from the beginning that *E*∕*E*_{Pen} does not vary with
*x*_{m}, so a variable *x*_{m} boundary condition could not possibly arise
from this derivation. On the other hand, if *x*_{m} is in fact a significant
variable (as the papers cited above suggest), it could impact the entire
derivation but particularly the two dry-limit boundary conditions.

The parameter *x*_{max} is the maximum value *x*_{H} can reach and is usually
taken by HT18 and HT20 to be 1.26^{−1}, where 1.26 is the
commonly accepted value for the Priestley and Taylor parameter
*α*. To prove that $\mathrm{d}{y}_{\mathrm{H}}/\mathrm{d}{x}_{\mathrm{H}}\to \mathrm{0}$ as *y*_{H}→1 (the most controversial
finding of the derivation), HT18 had to show that $\partial {x}_{max}/\partial {E}_{\mathrm{rad}}$ evaluated at *y*=1 cannot be 0 (see the
paragraph starting at the bottom of page 5054 and ending at the top of page
5055 of HT18). But if Eq. (1) is true, *x*_{max} has to be treated as a
constant, so the partial derivative must be 0. It is impossible for
*x*_{max} to be a constant for the purpose of taking derivatives of Eq. (1)
but a variable when evaluating $\partial {x}_{max}/\partial {E}_{\mathrm{rad}}$.
Thus, there is a logical inconsistency hidden in this derivation. SC19
showed that, if the Priestley–Taylor *α* (equivalent here to
$\mathrm{1}/{x}_{max}$) is actually a constant, the derivation by HT18 does not result in a
specific required value for d*y*_{H}∕d*x*_{H} at *y*=1. Thus, the boundary
condition $\mathrm{d}{y}_{\mathrm{H}}/\mathrm{d}{x}_{\mathrm{H}}\to \mathrm{0}$ as *y*_{H}→1 does not follow from Eq. (1).

To sum up consideration of the derivation, three of the four boundary
conditions (slope and intercept at the point where *y*_{H}→0, and slope
as *y*_{H}→1) are doubtful due to the assumptions made when Eq. (1) was used
as the definition of *E*.

5 Claim regarding support from the modeling study by Lintner (2015)

Back to toptopHT18 cite the modeling results by Lintner et al. (2015) in support of BC4.
This study used a steady-state model that captured the key physical
processes affecting evaporation. Model results show decreases in both
*E*_{Pen} and *E* as soil moisture approaches saturation, similar to the
behavior required by BC4. According to Lintner et al. (2015; see also HT18),
large-scale horizontal moisture convergence decreases *E*_{Pen} by increasing
atmospheric humidity, and at the same time it increases precipitation and
thus soil moisture content. Near the wet limit, water availability matters
less than *E*_{Pen} in determining *E*, so *E* and *E*_{Pen} decrease at the same
rate. Thus, at the point of saturation, *E*=*E*_{Pen}, and
d($E/{E}_{\mathrm{Pen}})/\mathrm{d}({E}_{\mathrm{PT}}/{E}_{\mathrm{Pen}})=\mathrm{0}$, apparently satisfying BC4.

CR researchers have long held that $E={E}_{\mathrm{Pen}}={E}_{\mathrm{PT}}$ for a wet regional
surface (e.g., Brutsaert, 1982, 2005, 2015). The only way to get BC4-type
behavior is to impose a large-scale process that causes *E*_{Pen} to differ
from this value. That is, BC4 is not describing the drying process and the
CR at all; rather, it is describing what happens when large-scale processes
cause the CR to break down. The scenario described by Lintner et al. (2015)
requires a clear disconnect between the land surface processes and the
overlying atmospheric conditions, violating the central assumption of the CR
(e.g., Brutsaert, 1982, 2005).

It need not be the case that nearly saturated surfaces coincide with moisture convergence in the real world. Nearly saturated surface conditions can exist under a range of large-scale patterns, including positive, negative, or negligible moisture convergence or advection. This is the case because soil moisture content varies at larger timescales than most other components of the surface water and energy budgets (e.g., Sellers et al., 1992), so nearly saturated surface conditions can persist after a period of moisture convergence has ended. Furthermore, saturated surfaces can occur from other processes, such as thunderstorms driven by surface heating.

A formulation that can account for varying advection would be desirable, and such methods have been previously proposed (e.g., Parlange and Katul, 1992). As already discussed, evidence that the sigmoid curve does this successfully is lacking. Furthermore, it seems to address advective effects only for wet surfaces, while advection clearly affects drying surfaces as well.

6 Conclusions

Back to toptopHT18 and HT20 have marshaled several empirical and theoretical arguments in support of their proposed sigmoid formulation of the CR. The range of arguments and data sources used is impressive, and the present authors only recently recognized the specific nature and the impact of this challenge on other CR formulations. There is little doubt that some aspects of their argument are true, including the ability of their formulation to match numerous experimental datasets. Nevertheless, the specific boundary conditions leading to the sigmoid function are not well-supported by empirical data; the derivation of the boundary conditions by HT18 was inconsistent regarding which model values are constants and which are variables; and the argument that large-scale processes require adoption of BC4 fails, because it implies that a disconnect between the land surface and the near-surface atmospheric conditions is the norm under near-wet-surface conditions, thus changing the shape of the CR with no solid theoretical or empirical arguments that it is in fact the norm. Attempts to adjust for other conditions (e.g., Parlange and Katul, 1992) are possible but should not override consideration of the basic CR concept. This may require developing specific conditions for screening data.

There does not seem to be consensus in the research community on any of the
boundary conditions of the CR except for *x*_{H}=1 when *y*_{H}=1. The
current authors find the evidence for a variable *x*_{m} to be strong. This
value can be calculated separately for each data point, and it leads to a
rescaling of the *x*_{H} axis and a resulting reduction in the scatter of
the data points (Crago and Qualls, 2018).

While the sigmoid formulation is clearly the result of a serious and substantial research program, the difficulties with it described here are serious enough that we cannot see it as an improvement over other recent CR formulations.

Appendix A: Variables used

Back to toptopb |
A GCP model parameter that adjusts the shape of the sigmoid function |

E |
Actual regional evaporation rate |

E_{aero} |
The second term of the equation by Penman (1948), related to the drying power of the air |

${{E}^{max}}_{\mathrm{MT}}$ | Hypothetical maximum value of E that would occur from a wet patch in an otherwise completely desiccated region |

E_{Pen} |
Evaporation rate from the equation by Penman (1948) |

E_{PT} |
αE_{rad} proposed by Priestley and Taylor (1972) for a wet regional surface with minimal advection |

E_{rad} |
The first term of the equation by Penman (1948), with the slope of the saturation vapor pressure typically taken at the measured air temperature (HT18, cf., Slatyer and McIlroy (1961) |

${{E}^{{T}_{\mathrm{ws}}}}_{\mathrm{PT}}$ | Value of E_{PT} found if the slope of the saturation vapor pressure curve is estimated at the wet-surface temperature, T_{ws} (see Szilagyi et al., 2016) |

f(E_{rad}∕E_{Pen}) |
A hypothesized function of E_{rad}∕E_{Pen} |

x_{H} |
E_{rad}∕E_{Pen} |

x_{m} |
${{E}^{{T}_{\mathrm{ws}}}}_{\mathrm{PT}}/{{E}^{max}}_{\mathrm{MT}}$ the value of ${{E}^{{T}_{\mathrm{ws}}}}_{\mathrm{PT}}/{E}_{\mathrm{Pen}}$ at which E goes to zero in the rescaled CR (Crago et al., 2016) |

x_{max} |
Parameter that sets the maximum value x_{H} can reach |

x_{min} |
Parameter that sets the value of x_{H} at which y_{H}→0 |

y_{H} |
E∕E_{Pen} |

α |
The Priestley and Taylor (1972) parameter |

Appendix B: Abbreviations

Back to toptopBC4 | Boundary condition 4: $\mathrm{d}(E/{E}_{\mathrm{Pen}})/\mathrm{d}({E}_{\mathrm{rad}}/{E}_{\mathrm{Pen}})=\mathrm{d}{y}_{\mathrm{H}}/\mathrm{d}{x}_{\mathrm{H}}\to \mathrm{0}$ as y_{H}→1 |

CR | Complementary relationship (between actual and potential evaporation) proposed by Bouchet (1963) |

GCP | Generalized complementary principle by Han and Tian (2020) |

HT18 | Han and Tian (2018) |

HT20 | Han and Tian (2020) |

SC19 | Szilagyi and Crago (2019) |

Data availability

Back to toptopData availability.

No new datasets were developed or used in this comment.

Author contributions

Back to toptopAuthor contributions.

RDC prepared the first draft after extensive discussion with the coauthors. Considerable and substantive additions and edits were made by all authors.

Competing interests

Back to toptopCompeting interests.

The authors declare that they have no conflict of interest.

Acknowledgements

Back to toptopAcknowledgements.

The authors thank the editors and reviewers for helpful suggestions and criticism that strengthened the comment.

Review statement

Back to toptopReview statement.

This paper was edited by Alberto Guadagnini and reviewed by Songjun Han and Fuqiang Tian.

References

Back to toptopBouchet, R.: Epototranspiration reelle et potentielle, signification climatique, Int. Assoc. Hydrolog. Sci. Publ., 62, 134–142, 1963.

Brutsaert, W.: Evaporation into the Atmosphere: Theory, History, and Applications, Springer, Dordrecht, The Netherlands, 1982.

Brutsaert, W.:Hydrology, An Introduction, Cambridge University Press, New York, NY, USA, 2005.

Brutsaert, W.: A generalized complementary principle with physical constraints for landsurface evaporation, Water Resour. Res., 51, 8087–8093, https://doi.org/10.1002/2015WR017720, 2015.

Crago, R., Szilagyi, J., Qualls, R., and Huntington, J. L.: Rescaling the complementary relationship for land surface evaporation, Water Resour. Res., 52, 8461–8470, https://doi.org/10.1002/2016WR019753, 2016.

Crago, R. D. and Qualls, R. J.: Evaluation of the generalized and rescaled complementary evaporation relationships, Water Resour. Res., 54, 8086–8102, 2018.

Han, S. and Tian, F.: Derivation of a sigmoid generalized complementary function for evaporation with physical constraints, Water Resour. Res., 54, 5050–5068, https://doi.org/10.1029/2017WR021755, 2018.

Han, S. and Tian, F.: Reply to comment by J. Szilagyi and R. Crago on “Derivation of a sigmoid generalized complementary function for evaporation with physical constraints”, Water Resour. Res., 55, 1734–1736, https://doi.org/10.1029/2018WR023844, 2019.

Han, S. and Tian, F.: A review of the complementary principle of evaporation: from the original linear relationship to generalized nonlinear functions, Hydrol. Earth Syst. Sci., 24, 2269–2285, https://doi.org/10.5194/hess-24-2269-2020, 2020.

Lintner, B. R., Gentine, P., Findell, K. L., and Salvucci, G. D.: The Budyko and complementary relationships in an idealized model of large-scale land–atmosphere coupling, Hydrol. Earth Syst. Sci., 19, 2119–2131, https://doi.org/10.5194/hess-19-2119-2015, 2015.

Parlange, M. B. and Katul, G. G.: An advection-aridity evaporation model, Water Resour. Res, 28, 127–132, https://doi.org/10.1029/91WR02482, 1992.

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Slatyer, R. O. and McIlroy, I. C.: Practical Microclimatology, CSIRO, Melbourne, Australia, 1961.

Szilagyi, J. and Crago, R.: Comment on “Derivation of a sigmoid generalized complementary function for evaporation with physical constraints” by S. Han and F. Tian, Water Resour. Res., 55, 868–869, https://doi.org/10.1029/2018WR023502, 2019.

Szilagyi, J., Crago, R., and Qualls, R.: Testing the generalized complementary relationship of evaporation with continental-scale long-term water-balance data. J. Hydrol., 540, 914–922, https://doi.org/10.1016/j.jhydrol.2016.07.001, 2016.

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Short summary

The sigmoid-shaped complementary relationship (CR) for regional evaporation proposed by Han and Tian (2018, 2020) is reconsidered in terms of (1) its ability to give reasonable evaporation results from sites worldwide, (2) evidence for the three-state evaporation process it posits, (3) the validity of the proof provided by Han and Tian (2018), and (4) the relevance of model studies that seem to support it. Arguments for the sigmoid shape deserve to be taken seriously but remain unconvincing.

The sigmoid-shaped complementary relationship (CR) for regional evaporation proposed by Han and...

Hydrology and Earth System Sciences

An interactive open-access journal of the European Geosciences Union