Estimating evapotranspiration is very important in calculating crop water requirements. The Penman–Montieth (P–M) method is the most commonly used. This study is an attempt to simplify the P–M application using apparent temperature (AT) as a substitute for meteorological parameters. Genetic programming (GP) was used to model paddy crop evapotranspiration for six stations in Tamil Nadu, India, with two input sets. In one the inputs were mean temperature, wind speed, relative humidity and antecedent evapotranspiration. In the other model, the input was AT, an agglomeration of meteorological parameters and antecedent evapotranspiration. The GP model, using AT, proved capable of predicting evapotranspiration better than the P–M-based model, indicating that AT reflects the effects of other meteorological parameters and can be used in estimating evapotranspiration. Like any other data-driven technique, the training dataset in GP should include the lowest and highest modelling parameter values, if the model developed is to be robust.

  • Simplify the application of the Penman–Montieth method by proposing apparent temperature (AT) as a substitute for meteorological parameters.

  • Genetic programming (GP) has been used to model the evapotranspiration of paddy crops.

  • The GP model with AT as the input parameter is capable of accurately predicting evapotranspiration.

  • Data-driven models like GP must have all the expected range of values in the training set data to develop a robust model.

Graphical Abstract

Graphical Abstract
Graphical Abstract

Water scarcity and non-point source pollution in agricultural areas are worldwide issues. Increasing demand for food has pushed increases in food production through irrigation and improved fertilizer application (Cao et al. 2015). The shortage of water resources has become a crucial restraint in the growth of irrigation. Objective assessment of crop water requirement and related impacts on water quality by crop production are trusted methods used to encourage efficient and sustainable water resource use in agriculture (Xinchun et al. 2018). Conventionally, crop water requirement is estimated by finding the evapotranspiration (ET) during the entire crop growth period. ET is also used in many other domains including hydrology, climatology, ecology, water management, etc. (Alexandris & Proutsos 2020; Jahanfar et al. 2020).

Of the different ET estimation methods, empirical equations – e.g. Blaney–Criddle, Hargreaves, Penman–Montieth (P–M), Turc, Thornthwaite, etc. – are in common use. All involve one or more meteorological parameters. The Hargreaves and Thornthwaite methods are temperature-based (Trajkovic et al. 2019, 2020). The P–M method, on the other hand, includes energy exchange and latent heat flux parameters. P–M is the most widely adopted worldwide and many professional bodies and organizations, including the Food and Agriculture Organization (FAO), recommend its use (Trajkovic & Gocic 2021).

Many publications deal directly with the use of the P–M method and compare its performance with that of other methods – e.g., Nikam et al. 2014; Pandey et al. 2014; Jadhav et al. 2015; da Cunha et al. 2017; Lang et al. 2017; Chowdhury et al. 2017; Hafeez & Khan 2018. Efforts have also been made to simplify the equation and study its performance in limited data scenarios. Trajkovic et al. (2011) estimated the errors arising when ET is estimated in the absence of some weather parameters and determined the minimum weather data requirements for estimating ET to acceptable levels. They concluded that minimum and maximum temperatures and wind speed were the minimum requirements for FAO-56 ET estimation in humid climates. Djaman et al. (2017) evaluated the FAO-56 P–M method using two of Valiantza's equations and four others for estimating reference ET with limited data across Tanzania and southwestern Kenya. Quej et al. (2019) compared seven temperature-based models and a standardized reference ET equation for the Yucatan Peninsula, Mexico. They concluded that the uncalibrated P–M method, using temperature alone, produced better results than the FAO-56-based ET method. Xie & Wang (2020) compared 10 potential ET models and their attribution analyses for 10 drainage basins in China, using daily, observed meteorological variables at 2,267 stations as the models’ input. Sensitivity analysis revealed wind speed and sunshine duration as the two main factors responsible for the decreasing ET trend. Yeh (2017) estimated ET using a limited number of parameters from the Tainan weather station in Taiwan.

Apparent temperature (AT) is proposed for modelling ET in this study, as an alternative to simplifying the P–M method in limited data scenarios. AT is a feel-like temperature, and is caused by the combined effects of air temperature, wind speed and relative humidity (RH). Although AT is defined as the temperature equivalent perceived by humans, it is expected that such effects also influence plant growth and hence ET. Sivapragasam et al. (2017) studied the influence of AT and other weather parameters in BOD removal by Lemna minor using GP-based mathematical modelling. Vanitha et al. (2017) modelled the BOD removal performance of a constructed wetland under the influence of RH and AT using GP. Sivapragasam & Natarajan (2021) compared the trends of apparent and actual air temperature to assess climate change for five stations in Tamil Nadu, India. This study is an attempt to develop a GP model for ET estimation with two different input parameter sets. In case 1, mean temperature (Tmean), wind speed (u), RH and ET antecedent (ETA) are the inputs, and ET, estimated from P–M, is the output. In case 2, only AT and ETA are inputs, with ET estimated from P–M as the output.

Ramanathapuram, which has a tropical climate, is in southern Tamil Nadu, India. The district is between 8 and 19 m above mean sea level, the average elevation is taken as 11 m, which is that of the district headquarters. The average monthly maximum temperature ranges between 29.2 and 37.8 °C, and the minimum 19.5 and 24.8 °C. The annual precipitation is about 912 mm, with an average of 122.7 mm in summer and 67.4 mm in winter. The highest and lowest temperatures are observed in May and January.

Six weather stations were selected in and around the district, and their topographic details are presented in Table 1 with their locations as shown in Figure 1. The meteorological parameters – wind speed, maximum and minimum temperatures, RH, extra-terrestrial solar radiation, mean daily percentage of annual daytime hours and incoming solar radiation – were collected for the period August to November inclusive for 2018 and 2019 as daily data (NASA 2020).
Table 1

Weather station geographical details

LocationLatitude (°N)Longitude (°E)Elevation (m)
Thelichatanallur 9.5562 78.5625 45 
Pamboor 9.4767 78.5633 19 
Sirakikottai 9.4995 78.6853 
Mangudi 9.7863 78.4375 77 
Thayamangalam 9.6804 78.6087 45 
Maravamangalam 9.7644 78.6406 95 
LocationLatitude (°N)Longitude (°E)Elevation (m)
Thelichatanallur 9.5562 78.5625 45 
Pamboor 9.4767 78.5633 19 
Sirakikottai 9.4995 78.6853 
Mangudi 9.7863 78.4375 77 
Thayamangalam 9.6804 78.6087 45 
Maravamangalam 9.7644 78.6406 95 

Blaney–Criddle method

The Blaney–Criddle method is relatively simple and was widely used before the introduction of P–M. It takes only temperature changes into account to measure reference ET and is as follows:
formula
(1)
where p is the mean daily percentage of annual daytime hours and Tmean the mean temperature (°C).

Hargreaves method

The Hargreaves method is applied to estimate ET when only air temperature data are available (Hargreaves & Allen 2003). It is represented as the following equation:
formula
(2)

ET is in mm/day; Ra (MJ/m2/day) is the extra-terrestrial solar radiation, and Tmax and Tmin are the maximum and minimum daily air temperatures (°C).

P–M method

The P–M method (Monteith 1965) combines the fixed bulk surface resistance and vapour aerodynamics. It is expressed in the following equation:
formula
(3)
where ET is the reference evapotranspiration (mm/day; Δ is the slope vapour curve (kPa/°C); Rn is the crop surface net radiation (MJ/m2/day); G is the soil heat flux density (MJ/m2/day); T is the air temperature at 2 m height (°C); u2 is the windspeed at 2 m (m/s); es is the saturation vapour pressure (kPa); ea is the actual vapour pressure (kPa); and γ is the psychrometric constant (kPa/°C).

GP, an evolutionary algorithm, was used to develop the ET models. GP operates on parse trees, to approximate the equation that best describes the output's relationship to the input variables. An initial population is considered of randomly generated programmes (equations), derived from the random combination of input variables, random numbers and functions. The functions can include arithmetic operators (plus, minus, multiply, divide), mathematical functions (sin, cos, exp, log) and logical/comparison functions (OR/AND), and must be chosen appropriately on the basis of some understanding of the process. The resulting population of potential solutions is subjected to an evolutionary process, and the ‘fitness’ (a measure of how well they solve the problem) of the evolved programmes is evaluated. Those programmes that best fit the data are then selected to exchange a portion of their information to produce better programmes through ‘crossover’ and ‘mutation’. These processes are used to mimic natural reproduction. Crossover is exchanging parts of the best programmes with each other; reproduction is the exact copying of the data into the next generation, while random alteration of programmes to create new ones is the mutation (Koza 1992). The user determines the number of GP parameters – e.g., population size and number of generations, as well as crossover and mutation probability – before applying the algorithm to model the data. Programmes that fit the data less well are discarded. This evolutionary process is repeated over successive generations and driven towards finding symbolic expressions describing the data, which can be interpreted scientifically to derive knowledge about the process being modelled.

For case 1, the GP model was developed considering antecedent ET, temperature, RH and wind velocity as inputs, represented functionally by the following equation:
formula
(4)
For case 2, antecedent ET and AT are considered as inputs, represented functionally by the following equation:
formula
(5)

Since the ET process is not expected to depend on logarithmic, exponential or trigonometric functions, simple arithmetic functions are used for modelling.

Of the six stations, Thelichatanallur was used to develop the GP model with 240 datasets, the training set comprised 180 datasets (75%) and the remainder were used for validation. The model was then applied to the remaining five stations to study its accuracy. The actual and predicted results were compared using RMSE (Root Mean Square Error) as the measure – Equation (6):
formula
(6)
where ya is the actual ET, yf is the predicted ET, and N is the total number of samples.

GP was applied to the Thelichatanallur dataset. Among the equations it generated, that with the lowest RMSE was selected as the best and was also considered as a benchmark for the other stations nearby. The optimum GP parameters adopted to generate equations for cases 1 and 2 are provided in Table 2. The population size was in the range 100–1,000 and the number of children between 100 and 500. Variations in other parameters had meagre impact on the results. The best GP equation for case 1 was obtained for a run of 1,787 generations, while, for case 2, there were 3,228 generations.

Table 2

GP parameters used for modelling

ParametersValues
Subtree Mutation Probability 0.05 
Maximum Subtree Mutation Size 15 
Constant Mutation Probability 0.05 
Constant Mutation Extent 
BroodSelection True 
BroodSize 
Swap mutation rate 0.05 
Crossover rate 0.4 
Reduce mutation rate 0.05 
Self crossover 0.05 
Subtree Mutation Probability 0.05 
Maximum Subtree Mutation Size 15 
Population size 500 
Number of children 250 
ParametersValues
Subtree Mutation Probability 0.05 
Maximum Subtree Mutation Size 15 
Constant Mutation Probability 0.05 
Constant Mutation Extent 
BroodSelection True 
BroodSize 
Swap mutation rate 0.05 
Crossover rate 0.4 
Reduce mutation rate 0.05 
Self crossover 0.05 
Subtree Mutation Probability 0.05 
Maximum Subtree Mutation Size 15 
Population size 500 
Number of children 250 

Table 3 is a comparison of the performance of models generated for cases 1 and 2.

Table 3 shows that the RMSE between the actual and predicted values for case 2 is lower than that for case 1 for all stations except Thayamangalam and Maravamangalam, for both of which there is a marginal increase in the RMSE for the validation sets. The effect of this increase is clearer in the scatter plots in Figure 2(a)–2(f) which compare the actual and predicted results for the stations for the two cases. While the predicted values follow the pattern of the actual values for Thelichatanallur, Pamboor, Sirakikottai and Mangudi stations, there is a deviation between the actual and predicted sets at Thayamangalam and Maravamangalam, especially for the higher ET ranges.
Table 3

Comparison of RMSE (mm/day) for cases 1 and 2 for the six stations

StationEntire dataset
Training
Validation
Case 1Case 2Case 1Case 2Case 1Case 2
Thelichatanallur 1.57 1.08 1.59 1.09 1.52 1.02 
Pamboor 1.41 1.16 1.35 1.18 1.59 1.09 
Sirakikottai 1.44 1.19 1.37 1.22 1.60 1.09 
Mangudi 1.19 1.20 1.16 1.26 1.27 0.99 
Thayamangalam 2.81 2.71 3.18 3.06 1.11 1.21 
Maravamangalam 3.06 2.91 3.47 3.29 1.19 1.26 
StationEntire dataset
Training
Validation
Case 1Case 2Case 1Case 2Case 1Case 2
Thelichatanallur 1.57 1.08 1.59 1.09 1.52 1.02 
Pamboor 1.41 1.16 1.35 1.18 1.59 1.09 
Sirakikottai 1.44 1.19 1.37 1.22 1.60 1.09 
Mangudi 1.19 1.20 1.16 1.26 1.27 0.99 
Thayamangalam 2.81 2.71 3.18 3.06 1.11 1.21 
Maravamangalam 3.06 2.91 3.47 3.29 1.19 1.26 
Figure 2

Comparison of actual and predicted ET results (with and without AT): (a) Thelichatanallur station; (b) Pamboor station; (c) Sirakikottai station; (d) Mangudi station; (e) Thayamangalam station; and (f) Maravamangalam station.

Figure 2

Comparison of actual and predicted ET results (with and without AT): (a) Thelichatanallur station; (b) Pamboor station; (c) Sirakikottai station; (d) Mangudi station; (e) Thayamangalam station; and (f) Maravamangalam station.

Close modal
One reason for this variation could be that the equation generated for Thelichatanallur was adopted for Thayamangalam and Maravamangalam. While ET ranges between 0 and 10 mm/day for Thelichatanallur, the range for Thayamangalam and Maravamangalam is 0–20 mm/day. It is expected that validation accuracy suffers in any data-driven model validated outside the training range. The best GP-generated equation (from case 2) is represented by Equation (7):
formula
(7)

This model indicates the influence of both antecedent ET and AT clearly. Antecedent ET accounts, implicitly, for the antecedent meteorological conditions, which interact in a complex way with the current meteorological conditions indicated by the product of ETA and AT. Case 2's lower RMSE, compared to case 1, also means that AT seems to account for other meteorological parameters such as sunshine hours, net radiation, etc., apart from being an agglomeration of temperature, wind speed and RH. The ET values from the case 2 model range from 2.69 to 7.46 mm/day for Thelichatanallur, Pamboor, Sirakikottai and Mangudi. Similarly, they range from 2.98 to 9.57 mm/day for Thayamangalam and Maravamangalam.

An attempt was made to improve the model's accuracy for Thayamangalam and Maravamangalam. Two approaches were considered, (a) developing a model using Thayamangalam data and validating it for Maravamangalam, i.e., developing a separate model for stations where ET has a higher range (0–20 mm/day); (b) developing a model using data from Thelichatanallur and Thayamangalam, and validating the other four stations, i.e., a single model for all stations. Since the inputs using AT (case 2) give better accuracy, only that was considered for improving the model. The model developed from the first approach was applied to determine ET for Maravamangalam. Table 4 is a comparison of the output results from this equation with the actual ET values.

Table 4

RMSE for the original and modified models with case 2 type inputs for Thayamangalam and Maravamangalam

StationsTraining
Validation
Original model (case 2)Modified model (case a)Original model (case 2)Modified model (case a)
Thayamangalam 3.06 1.92 1.21 1.28 
Maravamangalam 3.29 2.08 1.26 1.32 
StationsTraining
Validation
Original model (case 2)Modified model (case a)Original model (case 2)Modified model (case a)
Thayamangalam 3.06 1.92 1.21 1.28 
Maravamangalam 3.29 2.08 1.26 1.32 

Table 4 shows that the RMSE based on the new (case a) GP equation is significantly lower than that from the original model. Figure 3 is a plot of the improved predictions. Equation (8) is the new GP model for Thayamangalam:
formula
(8)
Figure 3

Actual and predicted ET (original and modified model case a): (a) Thayamangalam station and (b) Maravamangalam station.

Figure 3

Actual and predicted ET (original and modified model case a): (a) Thayamangalam station and (b) Maravamangalam station.

Close modal

Equation (8) does not have the complex interaction of AT and ETA shown by Equation (7), indicating that the natures of the processes governing higher and lower ETs are different. ET0 ranges from 4.54 to 19.37 mm/day for Maravamangalam, and from 4.20 to 19.67 mm/day for Thayamangalam.

In second approach (case b), the Thelichatanallur and Thayamangalam datasets were combined. Table 5 shows the RMSE error obtained and is plotted in Figure 4.
Table 5

Comparison of RMSE for the results obtained using individual and combined datasets

StationTraining
Validation
Original model (case 2)Modified model (case b)Original model (case 2)Modified model (case b)
Thelichatanallur 1.09 1.13 1.02 1.05 
Pamboor 1.18 1.12 1.09 1.06 
Sirakikottai 1.22 1.14 1.09 1.04 
Mangudi 1.26 1.24 0.99 1.04 
Thayamangalam 3.06 1.93 1.21 1.24 
Maravamangalam 3.29 2.08 1.26 1.32 
StationTraining
Validation
Original model (case 2)Modified model (case b)Original model (case 2)Modified model (case b)
Thelichatanallur 1.09 1.13 1.02 1.05 
Pamboor 1.18 1.12 1.09 1.06 
Sirakikottai 1.22 1.14 1.09 1.04 
Mangudi 1.26 1.24 0.99 1.04 
Thayamangalam 3.06 1.93 1.21 1.24 
Maravamangalam 3.29 2.08 1.26 1.32 
Figure 4

Actual and predicted ET (original and modified model case b): (a) Thelichatanallur station; (b) Pamboor station; (c) Sirakikottai station; (d) Mangudi station; (e) Thayamangalam station; and (f) Maravamangalam station.

Figure 4

Actual and predicted ET (original and modified model case b): (a) Thelichatanallur station; (b) Pamboor station; (c) Sirakikottai station; (d) Mangudi station; (e) Thayamangalam station; and (f) Maravamangalam station.

Close modal
Table 5 shows that the RMSE values have reduced considerably for Maravamangalam and Thayamangalam compared to those of the original model – i.e., the case b model can account for both low and high ET values. The GP equation was obtained after 1,563 generations, and the best version derived from the combined dataset simulation is Equation (9):
formula
(9)

As can be seen, antecedent ET appears as ETA3 in Equation (9), in contrast to ETA2 in both Equations (7) and (8, and there is no term indicating the complex interaction of ETA and AT. However, since ETA contains the antecedent meteorological conditions implicitly, ETA3 can be assumed to explain the model's ability to model both lower and higher values of ET. As per the case b model, ET ranges from 3.88 to 8.77 mm/day for Thelichatanallur, Pamboor, Sirakikottai and Mangudi. On the other hand, the range is from 3.90 to 19.60 mm/day for Thayamangalam and Maravamangalam.

The study's results corroborate those reported by others. For instance, Guven et al. (2008) predicted daily ET using GP for five stations in Southern California. They reported error percentages as 4, 0, 1.32, 3.81 and 2.56%. In this study, the error percentages based on the mean and predicted ET values for Thelichatanallur, Pamboor, Sirakikottai, Mangudi, Thayamangalam and Maravamangalam are 1.61, 0.7, 0.56, 1.2, 1.35 and 1.85%, respectively. Hence, this study's results confirm those obtained by Guven et al. (2008). The performance of GP has thus been shown to be robust and the model can predict ET accurately, taking AT and ETA into consideration. Table 6 shows the mean values of ET for the period August to November in both 2018 and 2019.

Table 6

Mean ET values for the six stations in 2018 and 2019

StationMean ET values (mm/day)
2018
2019
ActualPredictedActualPredicted
Thelichatanallur 5.21 5.24 5.21 5.33 
Pamboor 5.52 5.49 5.22 5.32 
Sirakikottai 5.54 5.51 5.25 5.34 
Mangudi 5.58 5.55 5.10 5.25 
Thayamangalam 5.75 5.67 7.94 7.84 
Maravamangalam 5.75 5.67 8.47 8.29 
StationMean ET values (mm/day)
2018
2019
ActualPredictedActualPredicted
Thelichatanallur 5.21 5.24 5.21 5.33 
Pamboor 5.52 5.49 5.22 5.32 
Sirakikottai 5.54 5.51 5.25 5.34 
Mangudi 5.58 5.55 5.10 5.25 
Thayamangalam 5.75 5.67 7.94 7.84 
Maravamangalam 5.75 5.67 8.47 8.29 

Deviation between actual and predicted mean ET is marginal for all six stations, indicating that GP can predict ET using AT and ETA.

It is noted that these models, being empirical, will not provide exact understanding of the physics of the process involved – a complex aerodynamic process. Since parameters are interconnected, however, the complexity of some terms can be understood to indicate process complexity. It is also noted that data-driven models, like GP, depend crucially on the input data quality. A sound model must be developed from a training dataset consisting of the full expected range of the variable.

GP was used to model ET at six weather stations in Tamil Nadu, India. Two different inputs were considered. In case 1, mean temperature, wind speed, RH and antecedent ET were considered, while, in case 2, AT was used as the input. The RMSE between the actual and predicted values is lower for case 2 than case 1 for both training and validation datasets. Furthermore, the datasets for stations with high and low ET values were combined to derive a single GP equation for all six. Since, this combination yielded a training set covering all possible ET ranges, the resulting GP equation had a much lower RMSE than that derived from a dataset from a single station. The mean predicted ETs for the periods considered in 2018 and 2019 are very similar to the actual means. The predicted mean ET values range from 5.24 to 5.67 mm/day in 2018, and from 5.25 to 8.29 mm/day in 2019.

Analysis of the GP-evolved model indicates a complex interaction of antecedent ET and meteorological parameters. It is difficult to explain the exact nature of the physical process involved but the complexity of the terms in the model does indicate some understanding of the process complexity. It appears that AT also implicitly reflects the effect of other meteorological parameters, including sunshine hours, net radiation, etc. Thus, AT appears to be a suitable replacement for meteorological parameters like mean temperature, humidity and wind speed, as well as a more meaningful parameter for modelling potential ET.

The authors wish to thank Dr K. Selvarani and Dr S. Vanitha of Kalasalingam Academy of Research and Education for their support in carrying out this work.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

Cao
X.
,
Wang
Y.
,
Wu
P.
&
Zhao
X.
2015
Water productivity evaluation for grain crops in irrigated regions of China
.
Ecological Indicators
55
,
107
117
.
Chowdhury
A.
,
Gupta
D.
,
Das
D. P.
&
Bhowmick
A.
2017
Comparison of different evapotranspiration estimation techniques for Mohanpur, Nadia district, West Bengal
.
International Journal of Computer Engineering Research
7
(
4
),
33
39
.
da Cunha
F. F.
,
Magalhaes
F. F.
,
de Castro
M. A.
&
de Souza
E. J.
2017
Performance of estimative models for daily reference evapotranspiration in the city of Cassilandia, Brazil
.
Journal of Brazil Association of Agricultural Engineering
37
,
173
184
.
Djaman
K.
,
Irmak
S.
&
Futakuchi
K.
2017
Daily reference evapotranspiration estimation under limited data in Eastern Africa
.
Journal of Irrigation Drainage Engineering
143
(
4
),
06016015
.
Guven
A.
,
Aytek
A.
,
Yuce
M. I.
&
Aksoy
H.
2008
Genetic programming-based empirical model for daily reference evapotranspiration estimation
.
CLEAN Air Soil Water
36
(
10–11
),
905
912
.
Hafeez
M.
&
Khan
A. A.
2018
Assessment of Hargreaves and Blaney-Criddle methods to estimate reference evapotranspiration under coastal conditions
.
American Journal of Science Engineering Technology
3
(
4
),
65
72
.
Hargreaves
G. H.
&
Allen
R. G.
2003
History and evaluation of Hargreaves evapotranspiration equation
.
Journal of Irrigation and Drainage Engineering
129
(
1
).
https://doi.org/10.1061/(ASCE)0733-9437(2003)129:1(53)
.
Jadhav
P. B.
,
Kadam
S. A.
&
Gorantiwar
S. D.
2015
Comparison of methods for estimating reference evapotranspiration for Rahuri region
.
Journal of Agrometeorology
17
(
2
),
204
207
.
Jahanfar
A.
,
Drake
J.
,
Gharabaghi
B.
&
Sleep
B.
2020
An experimental and modeling study of evapotranspiration from integrated green roof photovoltaic systems
.
Ecological Engineering
152
,
105767
.
Koza
J. R.
1992
Genetic Programming: On the Programming of Computers by Means of Natural Selection
.
MIT Press
,
Cambridge, MA
,
USA
.
Monteith
J. L.
1965
Evaporation and the Environment
. In
19th Symposium of the Society for Experimental Biology
. Vol.
19
, pp.
205
234
.
NASA Power Data Access Viewer
.
2020
.
Available from: https://power.larc.nasa.gov/data-access-viewer/ (accessed 20 November 2020)
.
Nikam
B. R.
,
Kumar
P.
,
Garg
V.
,
Thakur
P. K.
&
Aggarwal
S. P.
2014
Comparative evaluation of different potential evapotranspiration estimation approaches
.
International Journal of Research Engineering Technology
3
(
6
),
544
550
.
Pandey
S.
,
Kumar
M.
,
Chakraborty
S.
&
Mahant
N. C.
2014
A statistical comparison of reference evapotranspiration methods: a case study from Jharkhand State of India
.
International Journal of Innovative Research in Science Engineering Technology
3
(
1
),
8765
8777
.
Quej
V. H.
,
Almorox
J.
,
Arnaldo
J. A.
&
Moratiel
R.
2019
Evaluation of temperature-based methods for the estimation of reference evapotranspiration in the Yucatan Peninsula, Mexico
.
Journal of Hydrologic Engineering
24
(
2
).
https://doi.org/10.1061/(ASCE)HE.1943-5584.0001747
.
Sivapragasam
C.
&
Natarajan
N.
2021
Comparison of trends in apparent and air temperature for climate change assessment
.
Modeling Earth Systems and Environment
7
,
261
271
.
Sivapragasam
C.
,
Sankararajan
V.
,
Neelakandhan
N.
&
Kumar
M. R.
2017
Genetic programming-based mathematical modelling of influence of weather parameters in BOD5 removal by Lemna minor
.
Environmental Monitoring and Assessment
189
(
12
),
607
.
Trajkovic
S.
&
Gocic
M.
2021
Evaluation of three wind speed approaches in temperature-based ET0 equations: a case study in Serbia
.
Arabian Journal of Science and Engineering
14
,
35
.
Trajkovic
S.
,
Stojnic
V.
&
Gocic
M.
2011
Minimum weather data requirements for estimating reference evapotranspiration
.
Architecture Civil Engineering
9
(
2
),
335
345
.
Trajkovic
S.
,
Gocic
M.
,
Pongracz
R.
&
Bartoly
J.
2019
Adjustment of Thornthwaite equation for estimating evapotranspiration in Vojvodina
.
Theoretical and Applied Climatology
138
,
1231
1240
.
Trajkovic
S.
,
Gocic
M.
,
Pongracz
R.
,
Bartoly
J.
&
Milanovic
M.
2020
Assessment of reference evapotranspiration by regionally calibrated temperature-based equations
.
KSCE Journal of Civil Engineering
24
(
3
),
1020
1027
.
Vanitha
S.
,
Neelakandhan
N.
&
Sivapragasam
C.
2017
Modeling of constructed wetland performance in BOD removal for domestic wastewater under changes in relative humidity using genetic programming
.
Environmental Monitoring and Assessment
189
(
4
),
1
10
.
Xinchun
C.
,
Mengyang
W.
,
Rui
S.
,
Dan
C.
,
Guangcheng
S.
,
Xiangping
G.
,
Weiguang
W.
&
Shuhai
T.
2018
Water footprint assessment for crop production based on field measurements: a case study of irrigated paddy rice in East China
.
Science of the Total Environment
610–611
,
84
93
.
Yeh
H.-F.
2017
Comparison of evapotranspiration methods under limited data
. In:
Current Perspective to Predict Actual Evapotranspiration
.
Daniel Bucur, Intech Open
.
doi:10.5772/intechopen.68495
.
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