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ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011
© 2011 ACEE 31
DOI:01.IJCEE.01.01.517
EstimationofWeeklyReferenceEvapotranspiration
using
LinearRegressionandANN Models
K.Chandra Sekhar Reddy1
, S.Aruna Jyothy2
, and P.Mallikarjuna3
1
N.B.K.R.I.S.T., Department of Civil Engineering, Vidyanagar,Andhra Pradesh, India.
Email: vinod_harsha@yahoo.co.in
2
Sri Venkateswara University, Department of Civil Engineering, Tirupati, India
Email: aruna_jyothy@yahoo.co.in
3
Sri Venkateswara University, Department of Civil Engineering, Tirupati, India
Email : mallikarjuna_perugu@yahoo.co.in
Abstract— The study investigates the applicability of linear
regression and ANN models for estimating weekly reference
evapotranspiration (ET0
) at Tirupati, Nellore, Rajahmundry,
Anakapalli and Rajendranagar regions of Andhra Pradesh.
The climatic parameters influencing ET0
were identified
through multiple and partial correlation analysis. The
sunshine, temperature, wind velocity and relative humidity
mostly influenced the study area in the weekly ET0
estimation.
Linear regression models in terms of the climatic parameters
influencing the regions and, optimal neural network
architectures considering these climatic parameters as inputs
were developed. The models’ performance was evaluated with
respect to ET0
estimated by FAO-56 Penman-Monteith method.
The linear regression models showed a satisfactory
performance in the weekly ET0
estimation in the regions
selected for the present study. The ANN (4,4,1) models,
however, consistently showed a slightly improved performance
over linear regression models.
Index Terms—Reference evapotranspiration, multiple linear
regression, artificial neural network, performance evaluation
I. INTRODUCTION
An accurate estimation of reference crop
evapotranspiration (ET0
) is of paramount importance for
designing irrigation systems and managing natural water
resources. Numerous ET0
equations have been developed
and used according to the availabilityof historical and current
weather data. These equations range in sophistication from
empirical to complex equations. The FAO-56 Penman-
Monteith (PM) equation [1] is widelyused in recent times for
ET0
estimation. However, the difficultyin using this equation,
in general, is the lack of accurate and complete data. In
addition, the parameters in the equation potentiallyintroduce
certain amount of measurement and/or computational errors,
resulting in cumulative errors in ET0
estimates. Under these
conditions, a simple empirical equation that requires as few
parameters as possible and, results comparable with Penman-
Monteith method is preferable. Owing to the difficulties
associated with model structure identification and parameter
estimation of the nonlinear complex evapotranspiration
process, most of the models that have been developed may
not yield satisfactoryresults. ANNs are capable of modelling
complex nonlinear processeseffectivelyextracting the relation
between the inputs and outputs of a process without the
physics being explicitly provided to them and also, they
identify the underlying rule even if the data is noisy and
contaminated with errors [2] and [3]. “Reference [4]”
investigated the utility of ANNs for the estimation of daily
ET0
andcompared theperformanceofANNs with PMmethod.
It was concluded that ANNs can predict ET0
better than the
conventional methods. “Reference [5]” examined thepotential
of artificial neural networks in estimating the actual
evapotranspiration from limited climatic data and suggested
that the crop evapotranspiration could be computed from air
temperature using theANN approach. “Reference [6]” showed
thatANNs can be used for forecasting ET0
with high reliability.
“Reference [7]” derived solar radiation and net radiation
based ET0
equations using multi- linear regression technique
and concluded that the equations performed better than the
simplified temperature and/or radiation based methods for
humid climates. “Reference [8]” tested the ANNs for
estimating ET0
as a function of maximum and minimum air
temperatures and concluded that when taking into account
just themaximum andminimum air temperatures, it ispossible
toestimate ET0
. “Reference [9]” tested theANNs, to estimate
ET0
as a function of the maximum and minimum air
temperatures in semiarid climate. While comparing with PM
method, it was concluded that ANN methods are better for
ET0
estimates than the conventional methods. “Reference
[10]” evaluated ANN models for daily ET0
estimation under
situations of presence of only temperature and relative
humiditydata. ANNs showed an improved performance over
traditional ET0
equations. “Reference [11]” developed
generalized artificial neural network (GANN) basedreference
crop evapotranspiration models corresponding to FAO-56
PM, FAO-24 Radiation, Turc and FAO-24 Blaney-Criddle
methodsusing the data from California Irrigation Management
and Information System stations. It was concluded that the
GANN models can be used directlyto predict ET0
under the
arid conditions since they performed better than the
conventional ET0
estimation methods. “Reference [12]”
compared weekly evapotranspiration ANN based forecasts
with regard to a model based on weeklyaverages and found
an improved performance of one week in advance weekly
ET0
predictions compared tothe model based on means (mean
year model).
ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011
© 2011 ACEE 32
DOI:01.IJCEE.01.01.517
II. MATERIALSANDMETHODS
The climatic data at Tirupati, Nellore, Rajahmundry,
Anakapalli and Rajendranagar meteorological centers
collected from the India Meteorological Department (IMD),
Pune, India were used in the data analysis and model
development. A part of the data was used for the purpose of
development ofmodels and the rest for validating the models
developed. The resemblance of the statistical structure in
terms of mean, variance and skewness of the calibration and
validation data sets was ensured while making the division
of the data into training and testing data sets. A brief
description ofthe meteorological centers along with the data
period is shown in TABLE I. In the present study, an attempt
is made to develop simple linear and optimal neural network
models considering the climatic parameters influencing the
regions selected for the studyfor weeklyET0
estimation. The
study also compares the performance of proposed linear
regression and ANN models.
III.MODELDEVELOPMENT
The weekly reference evapotranspiration model at a
meteorological center is developed using the climatic data at
the center. The steps in the modelling include i) identification
of meteorological parameters influencing the region, ii)
development of the model and iii) performance evaluation of
the model developed. The identification of meteorological
parameters influencing the region is based on multiple and
partial correlation analysis. The linear regression and ANN
models are developed for the present study. The performance
of the models is verified through selected performance
evaluation criteria.
A. Linear Regression (LR) model
The objective of the model is the transfer of information
among several variables observed simultaneously and the
estimation of the dependent variable from the several other
observed independent variables.
The weekly reference evapotranspiration (ET0
) at a
meteorological center is expressed as a simple linear model
as
ET0
=C + a1
X1
+ a2
X2
+… (1)
where a1
,a2
,…… and C are empirical constants and X1
,X2
,….
are the meteorological parameters influencing the region. The
multiplecorrelation analysis was carried out usingSTASTICA
package.
B. Artificial Neural Network model (ANN)
A standard multilayer feed-forward ANN with logistic
sigmoid function was adopted for the present study. A
constant value of0.1 for learning rate and a constant value of
0.9 for momentum factor were considered. The data were
normalized in the range of (0.1, 0.9) to avoid anysaturation
effect. Error back propagation which is an iterative nonlinear
optimization approach based on the gradient descent search
method [13] was used during calibration. The calibration set
was used to minimize the error and validation set was used to
ensure proper training of the neural network employed such
that it does not get overtrained. The performance of the model
was checked for its improvement on each iteration to avoid
overlearning. The optimal network corresponding tominimum
mean squared error was obtained through trail and error
process. Care was taken to avoid too few and too many
neurons which can respectivelycause difficulties in mapping
each input and output in the training set and increase training
time unnecessarily, in the process ofdetermination ofoptimal
number of hidden layers and nodes in each hidden layer. The
process was carried out using MATLAB routines.
IV.PERFORMANCE EVALUATIONCRITERIA
The performance evaluation criteria used in the present
study are the coefficient of determination (R2
), root mean
square error (RMSE) and efficiency coefficient (EC).
TABLE I.
BRIEF DESCRIPTION OF METEOROLOGICAL CENTERS
A. Coefficient of Determination (R2
)
It is the square of the correlation coefficient (R) and the
correlation coefficient is expressed as
where yi
and iyˆ are the observed and estimated values
respectively and, y and iyˆ are the means of observed and
estimated values and n is the number of observations. It
measures the degree of association between the observed
and estimated values and indicates the relative assessment
of the model performance in dimensionless measure.
ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011
© 2011 ACEE 33
DOI:01.IJCEE.01.01.517
B. Root Mean Square Error (RMSE)
It yields the residual error in terms ofthe mean square error
and is expressed as [14].
RMSE=
n
yy ii
n
i
2
1
)ˆ(  (3)
C. Efficiency Coefficient (EC)
It is used to assess the performance of different models [15].
It is a better choice than RMSE statistic when the calibration
and verification periods have different lengths [16]. It
measures directly the ability of the model to reproduce the
observed values and is expressed as
EC = 1001
0







F
F
(4)
where F0
=
2
1
)( yyi
n
i

and F =
2
1
)ˆ( ii
n
i
yy 
A value of EC of 90% generally indicates a verysatisfactory
model performance while a value in therange80-90%, a fairly
good model. Values ofEC in the range 60-80% would indicate
an unsatisfactorymodel fit.
V.RESULTSANDDISCUSSION
The multiple correlation analysis has been carried out to
identifythe climatic parameters influencing weeklyET0
in the
regions selected for the study. It may be observed from
multiple and partial correlation coefficients presented in
TABLE II that the sunshine hours, temperature, wind velocity
and relative humidity mostly influence the regions in the
weeklyET0
estimation. Linear weeklyET0
regression models
at the centers have been developed as presented in TABLE
III. The weeklyET0
estimation at the meteorological centers
has also been carried out using different artificial neural
network architectures with input nodes ranging from one to
four and, varying the number of nodes in the hidden layer.
The ANNs with four input nodes and a hidden layer with
four nodes i.e. ANN (4,4,1) have been identified as optimal
architectures. The performance indices of linear regression
(LR) and ANN (4,4,1) models on comparison of the results
with those ofFAO-56 Penman-Montieth method arepresented
in TABLE IV. It maybe observed from the results presented
inTABLE IVthat thevaluesofR2
andECofLRmodelsindicate
a very satisfactory performance. However, the performance
hasimproved marginallywith optimal artificial neural network
architectures.
TABLE II
MULTIPLE AND PARTIAL CORRELATION COEFFICIENTS
TABLE III
LINEAR REGRESSION MODELS
ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011
© 2011 ACEE 34
DOI:01.IJCEE.01.01.517
TABLE IV
PERFORMANCE INDICES OF LR AND ANN (4,4.1) MODELS
The values ofRMSE ofANN(4,4,1) models have alsoreduced
slightly. This maybe due to the fact that weekly average ET0
values do not exhibit much of nonlinearity. The scatter plots
(not shown in the paper) of ET0
values estimated using
Penman-Montieth method against those estimated using LR
and ANN (4,4,1) models respectively. The nearly unit slope
and zero intercept of scatter plots (TABLE IV) indicate the
closeness of ET0
values with those of PM method. “Fig. 1”
presents the comparison of performance of LR and ANN
(4,4,1) models against PM method during testing period. The
study reveals that the simple linear regression models
proposed may be adopted satisfactorily in the weekly ET0
estimation at the centers selected for the present study and,
the accuracy in the ET0
estimation may further be improved
usingANN (4,4,1) models.
VI.CONCLUSIONS
The climatic parameters such as sunshine hours,
temperature, wind velocity and relative humidity mostly
influenced weekly ET0
estimation at Tirupati, Nellore,
Rajahmundry, Anakapalli and Rajendranagar regions of
Andhra Pradesh. The linear regression models proposed in
terms of the climatic parameters influencing the regions
performed satisfactorily in the weekly ET0
estimation. The
optimal ANN models proposed showed a marginal
improvement over linear regression models. The linear
regression models may therefore be adopted for weekly ET0
estimation in the regions with reasonable degree of accuracy
and, the accuracy may slightly be improved with ANN
architectures.
Figure 1. Comparison of average weekly ETO
values estimated using LR and ANN models with those estimated by
Penman-Monteith method during testing period
ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011
© 2011 ACEE 35
DOI:01.IJCEE.01.01.517
REFERENCES
[1] R. G. Allen, L. S Pereira, D. Raes, and M.Smith, “Crop
Evapotranspiration Guidelines for Computing Crop Water
Requirements.” FAO Irrigation and Drainage Paper 56, FAO,
Rome, 1998.
[2] ASCE Task Committee on Application of Artificial Neural
Networks in Hydrology. “Artificial Neural Networks in
Hydrology. I: Preliminary concepts.” J. Hydrol. Eng., 5(2),
pp. 115-123, 2000a.
[3] ASCE Task Committee on Application of Artificial Neural
Networks in Hydrology.”Artificial Neural Networks in
Hydrology. II: Hydrologic applications.” J. Hydrol. Eng.,
5(2), pp. 124-137, 2000b.
[4] M. Kumar, N. S. Raghuwanshi, R. Singh, W. W.Wallender, and
W. O. Pruitt. “Estimating Evapotranspiration using Artificial
Neural Network.” J. Irrig. Drain. Eng., 128(4), pp. 224-233,
2002.
[5] K. P. Sudheer, A. K. Gosain, and K. S. Ramasastri, “Estimating
Actual Evapotranspiration from Limited Climatic Data using
Neural Computing Technique.” J. Irrig. Drain. Eng., 129(3),
pp. 214-218, 2003.
[6] S. Trajkovic, B.Todorovic, and M. Stankovic, “Forecasting of
Reference Evapotranspiration by Artificial Neural Networks.”
J. Irrig. Drain. Eng., 129(6), pp.454-457, 2003.
[7] S. Irmak, A. Irmak, R. G. Allen, and J. W. Jones, “Solar and Net
Radiation-Based Equations to Estimate Reference
Evapotranspiration in Humid Climates.” J. Irrig. Drain. Eng.
129(5), pp.336-347, 2003.
[8] S. S.Zanetti, E. F. Sousa, V. P. S.Oliveira, F. T.Almeida, and S.
Bernardo,”Estimating Evapotranspiration using Artificial
Neural Network and Minimum Climatological Data.” J. Irrig.
Drain. Eng., 133(2), 83-89, 2007.
[9]A.R. Khoob, “ArtificialNeural Network Estimation of Reference
Evapotranspiration from Pan Evaporation in a Semi-Arid
Environment.” J. Irrig. Sci., 27(1), pp.35-39, 2008.
[10] G. Landeras, A. O. Barredo, and J. J. Lopez, “Comparison of
Artificial Neural Network Models and Empirical and Semi-
Empirical Equations for Daily Reference Evapotranspiration
Estimation in the Basque Country (Northern
Spain).”Agricultural Water Management, 95(5), pp. 553-565,
2008.
[11] M. Kumar, N. S. Raghuwanshi and R. Singh, “Development
and Validation of GANN model for Evapotranspiration
Estimation.” J. Hydrol. Eng., 14(2), pp.131- 140, 2009.
[12] G. Landeras, A. O. Barredo, and J. J. Lopez. “Forecasting
Weekly Evapotranspiration with
ARIMA and Artificial Neural Network Models.” J. Irrig.
Drain. Eng., 135(3), pp.323-334, 2009..
[13] D. E. Rumelhart, G. E.Hinton, and R. J. Williams. “Learning
Internal Representations by Error Propagation.” Parallel
Distributed Processing, MIT press, Cambridge, MA, 1, pp.
318-362, 1986.
[14] P. S Yu., C. L Liu and T. Y. Lee, “Application of Transfer
Function Model to a Storage Runoff Process.” Stochastic and
Statistical Methods in Hydrology and Environmental
Engineering, 3, pp. 87 – 97, 1994.
[15] J. E. Nash, and J.V. Sutcliffe, “River Flow Forecasting Through
Conceptual Models- I: A Discussion of Principles.” J. Hydrol.,
10(3), pp. 282-290, 1970.
[16] G. C. Liang, O. Connor, and R. K. Kachroo, “A Multiple-
Input Single-Output Varia R. K. Ble gain Model.” J. Hydrol.,
155(1-2), pp. 185-198, 1994.

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Estimation of Weekly Reference Evapotranspiration using Linear Regression and ANN Models

  • 1. ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011 © 2011 ACEE 31 DOI:01.IJCEE.01.01.517 EstimationofWeeklyReferenceEvapotranspiration using LinearRegressionandANN Models K.Chandra Sekhar Reddy1 , S.Aruna Jyothy2 , and P.Mallikarjuna3 1 N.B.K.R.I.S.T., Department of Civil Engineering, Vidyanagar,Andhra Pradesh, India. Email: vinod_harsha@yahoo.co.in 2 Sri Venkateswara University, Department of Civil Engineering, Tirupati, India Email: aruna_jyothy@yahoo.co.in 3 Sri Venkateswara University, Department of Civil Engineering, Tirupati, India Email : mallikarjuna_perugu@yahoo.co.in Abstract— The study investigates the applicability of linear regression and ANN models for estimating weekly reference evapotranspiration (ET0 ) at Tirupati, Nellore, Rajahmundry, Anakapalli and Rajendranagar regions of Andhra Pradesh. The climatic parameters influencing ET0 were identified through multiple and partial correlation analysis. The sunshine, temperature, wind velocity and relative humidity mostly influenced the study area in the weekly ET0 estimation. Linear regression models in terms of the climatic parameters influencing the regions and, optimal neural network architectures considering these climatic parameters as inputs were developed. The models’ performance was evaluated with respect to ET0 estimated by FAO-56 Penman-Monteith method. The linear regression models showed a satisfactory performance in the weekly ET0 estimation in the regions selected for the present study. The ANN (4,4,1) models, however, consistently showed a slightly improved performance over linear regression models. Index Terms—Reference evapotranspiration, multiple linear regression, artificial neural network, performance evaluation I. INTRODUCTION An accurate estimation of reference crop evapotranspiration (ET0 ) is of paramount importance for designing irrigation systems and managing natural water resources. Numerous ET0 equations have been developed and used according to the availabilityof historical and current weather data. These equations range in sophistication from empirical to complex equations. The FAO-56 Penman- Monteith (PM) equation [1] is widelyused in recent times for ET0 estimation. However, the difficultyin using this equation, in general, is the lack of accurate and complete data. In addition, the parameters in the equation potentiallyintroduce certain amount of measurement and/or computational errors, resulting in cumulative errors in ET0 estimates. Under these conditions, a simple empirical equation that requires as few parameters as possible and, results comparable with Penman- Monteith method is preferable. Owing to the difficulties associated with model structure identification and parameter estimation of the nonlinear complex evapotranspiration process, most of the models that have been developed may not yield satisfactoryresults. ANNs are capable of modelling complex nonlinear processeseffectivelyextracting the relation between the inputs and outputs of a process without the physics being explicitly provided to them and also, they identify the underlying rule even if the data is noisy and contaminated with errors [2] and [3]. “Reference [4]” investigated the utility of ANNs for the estimation of daily ET0 andcompared theperformanceofANNs with PMmethod. It was concluded that ANNs can predict ET0 better than the conventional methods. “Reference [5]” examined thepotential of artificial neural networks in estimating the actual evapotranspiration from limited climatic data and suggested that the crop evapotranspiration could be computed from air temperature using theANN approach. “Reference [6]” showed thatANNs can be used for forecasting ET0 with high reliability. “Reference [7]” derived solar radiation and net radiation based ET0 equations using multi- linear regression technique and concluded that the equations performed better than the simplified temperature and/or radiation based methods for humid climates. “Reference [8]” tested the ANNs for estimating ET0 as a function of maximum and minimum air temperatures and concluded that when taking into account just themaximum andminimum air temperatures, it ispossible toestimate ET0 . “Reference [9]” tested theANNs, to estimate ET0 as a function of the maximum and minimum air temperatures in semiarid climate. While comparing with PM method, it was concluded that ANN methods are better for ET0 estimates than the conventional methods. “Reference [10]” evaluated ANN models for daily ET0 estimation under situations of presence of only temperature and relative humiditydata. ANNs showed an improved performance over traditional ET0 equations. “Reference [11]” developed generalized artificial neural network (GANN) basedreference crop evapotranspiration models corresponding to FAO-56 PM, FAO-24 Radiation, Turc and FAO-24 Blaney-Criddle methodsusing the data from California Irrigation Management and Information System stations. It was concluded that the GANN models can be used directlyto predict ET0 under the arid conditions since they performed better than the conventional ET0 estimation methods. “Reference [12]” compared weekly evapotranspiration ANN based forecasts with regard to a model based on weeklyaverages and found an improved performance of one week in advance weekly ET0 predictions compared tothe model based on means (mean year model).
  • 2. ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011 © 2011 ACEE 32 DOI:01.IJCEE.01.01.517 II. MATERIALSANDMETHODS The climatic data at Tirupati, Nellore, Rajahmundry, Anakapalli and Rajendranagar meteorological centers collected from the India Meteorological Department (IMD), Pune, India were used in the data analysis and model development. A part of the data was used for the purpose of development ofmodels and the rest for validating the models developed. The resemblance of the statistical structure in terms of mean, variance and skewness of the calibration and validation data sets was ensured while making the division of the data into training and testing data sets. A brief description ofthe meteorological centers along with the data period is shown in TABLE I. In the present study, an attempt is made to develop simple linear and optimal neural network models considering the climatic parameters influencing the regions selected for the studyfor weeklyET0 estimation. The study also compares the performance of proposed linear regression and ANN models. III.MODELDEVELOPMENT The weekly reference evapotranspiration model at a meteorological center is developed using the climatic data at the center. The steps in the modelling include i) identification of meteorological parameters influencing the region, ii) development of the model and iii) performance evaluation of the model developed. The identification of meteorological parameters influencing the region is based on multiple and partial correlation analysis. The linear regression and ANN models are developed for the present study. The performance of the models is verified through selected performance evaluation criteria. A. Linear Regression (LR) model The objective of the model is the transfer of information among several variables observed simultaneously and the estimation of the dependent variable from the several other observed independent variables. The weekly reference evapotranspiration (ET0 ) at a meteorological center is expressed as a simple linear model as ET0 =C + a1 X1 + a2 X2 +… (1) where a1 ,a2 ,…… and C are empirical constants and X1 ,X2 ,…. are the meteorological parameters influencing the region. The multiplecorrelation analysis was carried out usingSTASTICA package. B. Artificial Neural Network model (ANN) A standard multilayer feed-forward ANN with logistic sigmoid function was adopted for the present study. A constant value of0.1 for learning rate and a constant value of 0.9 for momentum factor were considered. The data were normalized in the range of (0.1, 0.9) to avoid anysaturation effect. Error back propagation which is an iterative nonlinear optimization approach based on the gradient descent search method [13] was used during calibration. The calibration set was used to minimize the error and validation set was used to ensure proper training of the neural network employed such that it does not get overtrained. The performance of the model was checked for its improvement on each iteration to avoid overlearning. The optimal network corresponding tominimum mean squared error was obtained through trail and error process. Care was taken to avoid too few and too many neurons which can respectivelycause difficulties in mapping each input and output in the training set and increase training time unnecessarily, in the process ofdetermination ofoptimal number of hidden layers and nodes in each hidden layer. The process was carried out using MATLAB routines. IV.PERFORMANCE EVALUATIONCRITERIA The performance evaluation criteria used in the present study are the coefficient of determination (R2 ), root mean square error (RMSE) and efficiency coefficient (EC). TABLE I. BRIEF DESCRIPTION OF METEOROLOGICAL CENTERS A. Coefficient of Determination (R2 ) It is the square of the correlation coefficient (R) and the correlation coefficient is expressed as where yi and iyˆ are the observed and estimated values respectively and, y and iyˆ are the means of observed and estimated values and n is the number of observations. It measures the degree of association between the observed and estimated values and indicates the relative assessment of the model performance in dimensionless measure.
  • 3. ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011 © 2011 ACEE 33 DOI:01.IJCEE.01.01.517 B. Root Mean Square Error (RMSE) It yields the residual error in terms ofthe mean square error and is expressed as [14]. RMSE= n yy ii n i 2 1 )ˆ(  (3) C. Efficiency Coefficient (EC) It is used to assess the performance of different models [15]. It is a better choice than RMSE statistic when the calibration and verification periods have different lengths [16]. It measures directly the ability of the model to reproduce the observed values and is expressed as EC = 1001 0        F F (4) where F0 = 2 1 )( yyi n i  and F = 2 1 )ˆ( ii n i yy  A value of EC of 90% generally indicates a verysatisfactory model performance while a value in therange80-90%, a fairly good model. Values ofEC in the range 60-80% would indicate an unsatisfactorymodel fit. V.RESULTSANDDISCUSSION The multiple correlation analysis has been carried out to identifythe climatic parameters influencing weeklyET0 in the regions selected for the study. It may be observed from multiple and partial correlation coefficients presented in TABLE II that the sunshine hours, temperature, wind velocity and relative humidity mostly influence the regions in the weeklyET0 estimation. Linear weeklyET0 regression models at the centers have been developed as presented in TABLE III. The weeklyET0 estimation at the meteorological centers has also been carried out using different artificial neural network architectures with input nodes ranging from one to four and, varying the number of nodes in the hidden layer. The ANNs with four input nodes and a hidden layer with four nodes i.e. ANN (4,4,1) have been identified as optimal architectures. The performance indices of linear regression (LR) and ANN (4,4,1) models on comparison of the results with those ofFAO-56 Penman-Montieth method arepresented in TABLE IV. It maybe observed from the results presented inTABLE IVthat thevaluesofR2 andECofLRmodelsindicate a very satisfactory performance. However, the performance hasimproved marginallywith optimal artificial neural network architectures. TABLE II MULTIPLE AND PARTIAL CORRELATION COEFFICIENTS TABLE III LINEAR REGRESSION MODELS
  • 4. ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011 © 2011 ACEE 34 DOI:01.IJCEE.01.01.517 TABLE IV PERFORMANCE INDICES OF LR AND ANN (4,4.1) MODELS The values ofRMSE ofANN(4,4,1) models have alsoreduced slightly. This maybe due to the fact that weekly average ET0 values do not exhibit much of nonlinearity. The scatter plots (not shown in the paper) of ET0 values estimated using Penman-Montieth method against those estimated using LR and ANN (4,4,1) models respectively. The nearly unit slope and zero intercept of scatter plots (TABLE IV) indicate the closeness of ET0 values with those of PM method. “Fig. 1” presents the comparison of performance of LR and ANN (4,4,1) models against PM method during testing period. The study reveals that the simple linear regression models proposed may be adopted satisfactorily in the weekly ET0 estimation at the centers selected for the present study and, the accuracy in the ET0 estimation may further be improved usingANN (4,4,1) models. VI.CONCLUSIONS The climatic parameters such as sunshine hours, temperature, wind velocity and relative humidity mostly influenced weekly ET0 estimation at Tirupati, Nellore, Rajahmundry, Anakapalli and Rajendranagar regions of Andhra Pradesh. The linear regression models proposed in terms of the climatic parameters influencing the regions performed satisfactorily in the weekly ET0 estimation. The optimal ANN models proposed showed a marginal improvement over linear regression models. The linear regression models may therefore be adopted for weekly ET0 estimation in the regions with reasonable degree of accuracy and, the accuracy may slightly be improved with ANN architectures. Figure 1. Comparison of average weekly ETO values estimated using LR and ANN models with those estimated by Penman-Monteith method during testing period
  • 5. ACEE Int. J. on Civil and Environmental Engineering, Vol. 01, No. 01, Feb2011 © 2011 ACEE 35 DOI:01.IJCEE.01.01.517 REFERENCES [1] R. G. Allen, L. S Pereira, D. Raes, and M.Smith, “Crop Evapotranspiration Guidelines for Computing Crop Water Requirements.” FAO Irrigation and Drainage Paper 56, FAO, Rome, 1998. [2] ASCE Task Committee on Application of Artificial Neural Networks in Hydrology. “Artificial Neural Networks in Hydrology. I: Preliminary concepts.” J. Hydrol. Eng., 5(2), pp. 115-123, 2000a. [3] ASCE Task Committee on Application of Artificial Neural Networks in Hydrology.”Artificial Neural Networks in Hydrology. II: Hydrologic applications.” J. Hydrol. Eng., 5(2), pp. 124-137, 2000b. [4] M. Kumar, N. S. Raghuwanshi, R. Singh, W. W.Wallender, and W. O. Pruitt. “Estimating Evapotranspiration using Artificial Neural Network.” J. Irrig. Drain. Eng., 128(4), pp. 224-233, 2002. [5] K. P. Sudheer, A. K. Gosain, and K. S. Ramasastri, “Estimating Actual Evapotranspiration from Limited Climatic Data using Neural Computing Technique.” J. Irrig. Drain. Eng., 129(3), pp. 214-218, 2003. [6] S. Trajkovic, B.Todorovic, and M. Stankovic, “Forecasting of Reference Evapotranspiration by Artificial Neural Networks.” J. Irrig. Drain. Eng., 129(6), pp.454-457, 2003. [7] S. Irmak, A. Irmak, R. G. Allen, and J. W. Jones, “Solar and Net Radiation-Based Equations to Estimate Reference Evapotranspiration in Humid Climates.” J. Irrig. Drain. Eng. 129(5), pp.336-347, 2003. [8] S. S.Zanetti, E. F. Sousa, V. P. S.Oliveira, F. T.Almeida, and S. Bernardo,”Estimating Evapotranspiration using Artificial Neural Network and Minimum Climatological Data.” J. Irrig. Drain. Eng., 133(2), 83-89, 2007. [9]A.R. Khoob, “ArtificialNeural Network Estimation of Reference Evapotranspiration from Pan Evaporation in a Semi-Arid Environment.” J. Irrig. Sci., 27(1), pp.35-39, 2008. [10] G. Landeras, A. O. Barredo, and J. J. Lopez, “Comparison of Artificial Neural Network Models and Empirical and Semi- Empirical Equations for Daily Reference Evapotranspiration Estimation in the Basque Country (Northern Spain).”Agricultural Water Management, 95(5), pp. 553-565, 2008. [11] M. Kumar, N. S. Raghuwanshi and R. Singh, “Development and Validation of GANN model for Evapotranspiration Estimation.” J. Hydrol. Eng., 14(2), pp.131- 140, 2009. [12] G. Landeras, A. O. Barredo, and J. J. Lopez. “Forecasting Weekly Evapotranspiration with ARIMA and Artificial Neural Network Models.” J. Irrig. Drain. Eng., 135(3), pp.323-334, 2009.. [13] D. E. Rumelhart, G. E.Hinton, and R. J. Williams. “Learning Internal Representations by Error Propagation.” Parallel Distributed Processing, MIT press, Cambridge, MA, 1, pp. 318-362, 1986. [14] P. S Yu., C. L Liu and T. Y. Lee, “Application of Transfer Function Model to a Storage Runoff Process.” Stochastic and Statistical Methods in Hydrology and Environmental Engineering, 3, pp. 87 – 97, 1994. [15] J. E. Nash, and J.V. Sutcliffe, “River Flow Forecasting Through Conceptual Models- I: A Discussion of Principles.” J. Hydrol., 10(3), pp. 282-290, 1970. [16] G. C. Liang, O. Connor, and R. K. Kachroo, “A Multiple- Input Single-Output Varia R. K. Ble gain Model.” J. Hydrol., 155(1-2), pp. 185-198, 1994.