Int. J. of Sustainable Water & Environmental Systems Volume 8, No. 2 (2016)

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Int. J. of Sustainable Water & Environmental Systems Volume 8, No. (6) -8 Modelling Daily Reference Evapotranspiration in Middle South Saurashtra Region of India for Monsoon Season using Dominant Meteorological Variables and the FAO-56 Penman-Monteith Method Manoj Gundalia a, *, Mrugen Dholakia b a Gujarat Technological University, Gandhinagar, India, 8 8 b L. D. College of Engineering, Ahmedabad, India, 8 5 Abstract Many methods are available to estimate reference evapotranspiration (ETo) from standard meteorological observations. The FAO-56 Penman-Monteith method is considered to be the most physical and reliable method and is often used as a standard to verify other empirical methods. However, it needs a lot of different input parameters. Hence, in the present study, a model based on most dominant meteorological variables influencing ETo is proposed to estimate ETo in the Middle South Saurashtra region of Gujarat (India). The performance of five different alternative methods and proposed model is compared with the more comprehensive Penman-Monteith equation. The five quantitative standard statistical performance evaluation measures, Nash-Sutcliffe efficiency coefficient (E), coefficient of determination (R), refined Willmott s index (dr), root mean square of errors -observations standard deviation ratio (RSR) and mean absolute error (MAE) are employed in evaluating the performance of the selected methods and proposed model. The results show that the developed model and Hargreaves and Samani (985) method with recalibrated parameters provide the most reliable results in estimation of (ETo) as compare to FAO-56 PM method, and it can be recommended for estimating (ETo) in the study region. Keywords: Reference Evapotranspiration, Meteorological Variables, FAO-Penman-Monteith Method, Middle South Saurashtra Region.. Introduction The reference evapotranspiration (ET o) is a function of local weather, represents the evapotranspiration (ET) from a defined vegetated surface, and serves as an evaporative index by which users can predict ET for agricultural or landscaped areas. Reference evapotranspiration ETo is an important agrometeorological parameter for climatological and hydrological studies, as well as for irrigation planning and management. ETo can been applied to a wide variety of research problems in the field of agrometeorology and agricultural water management. Many applications require estimating ETo in areas * Corresponding author E-mail: Author.Name@iasks.org 6 International Association for Sharing Knowledge and Sustainability DOI:.58/swes.8.. where meteorological measurements are limited. Numerous ETo equations have been developed and used by researchers which have really left the question of the best method to be used unanswered [] and [5]. Existing ETo equations are in range from simple empirical temperature-based equations to complex multi-layer resistance based equations. The International Commission for Irrigation and Drainage and Food and Agriculture Organisation of the United Nations have recommended using the Penman Monteith method as the standard method for estimating ETo, and for appraising other methods [5] and [6].

The Penman Monteith method is ranked as the best method for estimating daily and monthly ETo in all the climates. This has been confirmed by many researches in the last decade [], [7], [8], [9], [], [], [4], [], [], [4], [5], [7] and [8]. The FAO-56 PM is a physically based approach which requires measurements of air temperature, relative humidity, solar radiation, and wind speed. In most of the situations, stations with reliable data of these parameters are limited. Therefore FAO-56 PM method not appropriate in many such situations. Simple methods with fewer input parameters are better choice in such situation. This has created interest and has encouraged development of practical model, based on a reduced number of weather parameters for estimating ETo. In this study, dependency of controlling meteorological variables is compared and analyzed. Appropriate model based on dependency of significant variables is then developed. The performances of radiation-based and temperature-based methods [], [6], [], [] and [6] methods are compared and evaluated. Finally, the overall applicability of the selected methods and proposed model are examined by evaluation of ETo predictability in the study region.. Study area and data collection Geographical Areas of Middle South Saurashtra region of Gujarat state (India) encompasses Junagadh d istrict (lies between 6 to 4 North latitudes and 69 4 to 7 East longitudes) and Amreli district (lies between 7 to 5 North latitudes and 7 8 to 7 45 East longitudes) as shown in ( Fig. ). The area is situated in semi-arid region with mean annual rainfall of 955 mm, mean maximum temperature.7 C and mean minimum temperature.7 C. Meteorological data of Junagadh and Amreli meteorological stations of Gujarat state (India) were used in this study. Junagadh station is located at latitude of N, longitude of 7 E, and 6m msl while the Amreli station is located at latitude of 5 N, longitude of 7 E, and m msl. This region is characterized by a semi-arid climate, with warm and dry summers and mild winter conditions. The highest mean annual wind speed was observed.84 Km/h in the month of June whereas lowest mean annual wind speed was observed. Km/h in the month of November. FAO. Out of this data set, years data (99) were used for calibration and years data ( ) were used for simulation. Periodic insufficient rainfall pattern, limited water storage capacity of aquifer and natural water conservation are vital issues for this region. Water availability is a critical factor in this area and therefore accurate estimation of ETo is needed for water resources management, crop water use, farm irrigation scheduling, and environmental assessment.. Materials and Methods All This study is done in four steps as fallowing: First step Select appropriate methods by determining dependency of ETo PM on different meteorological variables. For better comparative evaluation, the dimensionless standardized values of each variable were computed and compared by using the transformation shown in equation. Z = (X μ) σ Where X is a variate, i is the ith value, µ is the mean of X and σ is the standard deviation of X. Analysed and compared the dependency of controlling meteorological variables like air temperature, vapour pressure and relative humidity on ETo for the study area. Maximum air temperature (Tmax), radiation (Rs) and the product (Rs e Tmax ) were found to be the most significant factors influencing ETo PM when tested by dependence analysis for calibration period (99 ) in the study area. The dependency of ETo PM on (T max), (R s) and (R s e Tmax ) at daily time-scales was presented with R values in ( Fig. to Fig. 7). Direct linear relationship of the product (Rs e Tmax ) with ETo PM has been found in dependency assessment for the study area and this relationship can be proposed and expressed as: () ET = a(r e ) () Where, a is calibration constant Estimate ETo using above proposed equation. Second step The daily ETo was calculated by FAO Penman Monteith method [4] based on equation. 9.48 (R G) + γ T + u (e e ) ET = + γ ( +.4 u ) () Fig. : Middle South Saurashtra Region of Gujarat State Daily meteorological data, including air temperature, wind speed, relative humidity, bright sunshine hours and evaporation for period of years (99 ) were collected from Junagadh Agro meteorological Cell and Amreli Agricultural Research Station of Junagadh Agricultural University, Junagadh. The associate parameters like solar radiation, saturation vapour pressure and vapour pressure deficit were computed with standard meteorological formula as described in where Rn is the net radiation at the crop surface (MJ m d ), G is the soil heat flux density (MJ m d ), Tm is the mean daily air temperature at m height ( C), u is the wind speed at m height (m s ), es is the saturation vapor pressure (kpa), ea is the actual vapor pressure (KP a), es ea is the saturation vapor pressure deficit (VP D) (KP a), Δ is the slope vapor pressure curve (KPa C ) and γ is the psychrometric constant (KPa C ). The ETo values estimated using the standard FAO 56 PM method ranged between a minimum. mm d in July to a maximum 4.7 mm d in June.

Third step As we observed that (T max) and (R s) were significant factors influencing ETo PM in dependency assessment, hence, the temperature and radiation based methods for ETo estimation can comparatively perform better. Compute ETo based on meteorology parameters by five different temperatureradiation based methods: Turc (96) T (R + 5) ET = a if RH > 5% T + 5 T (R + 5) 5 RH (4) ET = a + T + 5 7 if RH < 5% Where Rs is solar radiation (MJ m d ) and RH is relative humidity in % Jensen and Haise (96) ET = C (T T )R (5) Where CT ans Tx are constants expressed as C = 45 h 7 + 65 e (T ) e (T ) T =.5.4 (e (T ) e (T )) h 5 Where Ra is total extra-terrestrial solar radiation (MJ m d Priestley and Taylor (97) ET = a + γ (R G) λ Where λ is the latent heat of vaporization (MJ Kg ) Makkink (957) (R G) ET = a b (8) + γ.45 Where a, b and c are calibration constants. The original parameters values of all the above selected methods are presented in (Table ). Table : Selected Methods with their Original Parameters Values (Parameters are Dimensionless) Methods (7) Original Parameter Values a b c Turc (Equation (4)). - - Jensen and Haise(Equation (5)) - - - Hargreaves and Samani (Equation (6)). 7.8.5 Priestley and Taylor (Equation (7)).6 - - Where h is the altitude of location in meter and e o (T) saturation vapour pressure at the air temperature T (KPa) Hargreaves and Samani (985) ET = a((t T ) (T + b)r (6) Makkink (Equation (8)).6. - Fourth step Compare the ETo estimated by proposed developed expression (Equation ) and five temperature-radiation based methods with standard FAO-PM method. - 5 58 6 68 7 78 8 88 9 98 8 88 9 98 R =.9 Tmax Fig. : Dependency of ET o-pm on T max at Daily time-scale for Junagadh (99)

4-5 58 6 68 7 78 8 88 9 98 8 88 9 98 R =.9 Rs Fig. : Dependency of ET o-pm on R s at Daily time-scale for Junagadh (99).5.5.5.5 -.5 - -.5 5 58 6 68 7 78 8 88 9 98 8 88 R =.9 Rs etmax 9 98 Fig. 4: Dependency of ET o-pm on R s e Tmax at Daily time-scale for Junagadh (99) 4 - - 5 58 6 68 7 78 8 88 9 98 8 88 9 98 R =.76 Tmax Fig. 5: Dependency of on Rs at Daily time-scale for Amreli (99) 4

.5.5.5.5 -.5 - -.5 5 58 6 68 7 78 8 88 9 98 8 88 9 R =.9 Rs etmax 98 4 - Fig. 6: Dependency of ET o-pm on R s e Tmax at Daily time-scale for Junagadh (99) R =.9 Rs etmax 5 58 6 68 7 78 8 88 9 98 8 88 9 98 Fig. 7: Dependency of ET o-pm on R s e Tmax at Daily time-scale for Amreli (99) Fig. 8: Performance of Hargreaves method and Proposed model for daily time steps in validation period () for Junagadh 5

Fig. 9: Performance of Hargreaves method and Proposed model for daily time steps in validation period () for Amreli 4. Statistical criterions Geographical ETo PM method was selected as a benchmark method for comparison as it is a globally accepted model, used under a variety of climatic regimes and reference conditions. Daily ETo values estimated from each empirical equation were compared with daily ETo values calculated using ETo PM method. This paper places special emphasis on monsoon season comparison because it is the most significant period for hydrological studies. The performance of selected methods and proposed model against ETo PM values were evaluated using five quantitative standard statistical performance evaluation measures, Nash-Sutcliffe efficiency coefficient (E), coefficient of determination (R ), refined Willmott s index (d r) [9], root mean square of errors-observations standard deviation ratio (RSR) and mean absolute error (MAE). R describes the degree of collinearity while E reflects the overall fit between simulated and measured data. In general, model simulation can be judged as satisfactory if (R and E) >.5 and (RSR) <.7. The dr is applied to quantify the degree to which values of ETo PM are captured by the selected methods. The range of dr is from -. to.. A dr of. indicates perfect agreement between model and observation, and a dr of -. indicates either lack of agreement between the model and observation or insufficient variation in observations to adequately test the model. Mean absolute error (MAE) measure provides an estimate of model error in the units of the variable [8]. The MAE provides a more robust measure of average model error, since it is not influenced by extreme outliers. A higher MAE value indicates poor model performance and vice versa. MAE= indicates a perfect fit. MAE is the most natural and unambiguous measure of average error magnitude. 5. Results and Discussion Dependency analysis indicates that ETo PM was significantly influenced by (Tmax) and (Rs) parameters, and the product (Rs e Tmax ) has direct relationship with ETo PM. In this study, ETo was modelled based on this relationship. Performance of the proposed model was compared with existing five different temperature-radiation based models. Calibration and validation were performed using data set from the year of 99 to and from the year to respectively for both Junagadh and Amreli stations of the study area. The selected methods may be reliable in the areas and over the periods for which they were developed, but large errors can be expected when they are generalized to other climatic areas without recalibrating their parameters. Accordingly, parameters of selected models were optimized to improve their performance for the study area. Optimized values of the parameters of models for both the stations are presented in (Table ). Table : Selected Methods and Proposed Model with their Optimized Parameters Values for Junagadh and Amreli Stations (Parameters are Dimensionless) Methods Junagadh Amreli a b c a b c Turc (Equation (4)).66 - -.58 - - Jensen and Haise (Equation (5)) - - - - - - Hargreaves and Samani (Equation (6)).6..7.9..874 Priestley and Taylor (Equation (7)). - -.8459 - - Makkink (Equation (8)).444.698.54.6655 - Proposed Model (Equation ()).799 - -.666 - - 6

The results of the statistical analysis of all the models versus FAO values in validation period () for Junagadh and Amreli stations are presented in (Table ) and (Table 4) respectively. Table : Performance of selected Methods and Proposed Model in Validation Period () for Junagadh Methods E R d r RSR (mm) MAE (mm) Turc (96)..67.54.89.8 Jensen and Haise (96)..9..8 4.47 Hargreaves and Samani (985).85.86.84.8.7 Priestley and Taylor (97).4.8.58.8.9 Makkink (957).8.8.6.78.74 Proposed Model.89.9.84..7 Table 4: Performance of selected Methods and Proposed Model in Validation Period () for Amreli Methods E R d r RSR (mm) MAE (mm) Turc (96).8.75.55.85.4 Jensen and Haise (96).7.86 -..9 4. Hargreaves and Samani (985).84.9.8.4.59 Priestley and Taylor (97).54.6.6.67.7 Makkink (957).59.6.67.64.4 Proposed Model.9.94.85..46 According to E, R, and RSR criteria, except Turc and Jensen and Haise models, all other models give satisfactory results for Amreli station while for Junagadh station, Hargreaves and Samani and proposed model offer results within acceptable limits. According to dr and MAE criteria, Hargreaves and Samani and proposed model afforded reasonable results for Junagadh as well as Amreli stations. The proposed model produced the highest E, R and dr values.89,.9 and.84 respectively, and the lowest RSR and MAE values. mm and.7 mm respectively for Junagadh station. The Hargreaves and Samani method also produced E, R, dr, RSR and MAE values within permissible limits.85,.86,.84,.8 and.7 respectively for Junagadh station. The proposed model attained the highest E, R and dr values.9,.94 and.85 respectively, and the lowest RSR and MAE values. mm and.46 mm respectively followed by the Hargreaves and Samani method with E, R, dr, RSR and MAE values.84,.9,.8,.4 mm and.59 mm respectively for Amreli station. The Turc and Jensen methods had relatively poor performance for the study area. This might be due to there are no calibration parameters in the Jensen and Haise equation and the Turc equation has only one calibration parameter and it depends on meteorological variable RH, which was not significantly influenced on ETo in the study area. The proposed model with two calibration parameters and Hargreaves and Samani method with three recalibrated parameters produced the most reliable relationship with the standard FAO for daily time steps. Performance of Hargreaves and Samani method and proposed model for daily time steps in validation for Junagadh and Amreli are presented in (Fig. 6) and (Fig. 7) respectively. 6. Conclusions In this study dependency analysis of ETo PM on different meteorological variables was made for the Middle South Saurashtra region of Gujarat state (India). A model based on significant meteorological variables influencing ETo is proposed to estimate daily ETo in the study area. Estimated ETo values by using five selected methods (viz. Turc, Jensen and Hasie, Hargreaves and Samani, Priestley and Taylor and Makkink methods) and proposed model are compared to the ETo values calculated by the standard FAO method for monsoon season. The results show that proposed model with single calibration parameter performed outstandingly best for all statistical tests and for both the stations. The performance of the Hargreaves and Samani method with recalibrated parameters has also been found to be reliable in the study area. Therefore, a practical point of view, proposed model can be considered suitable to serve as a tool to estimate ETo in the study area for monsoon season. Several authors have pointed out that a disadvantage of Penman s formula is the need for climate data which are not always available [], [], [7], and [9]. The Proposed model having fewer input parameters may be an attractive alternative to the more complicated FAO ETo- PM method. This finding can help to overcome the shortage of data and will lead to minimize the time, cost, and equipment maintenance necessary for onsite monitoring. The methodology presented in this paper could be applied to the other regions for requisite regional calibrations. 7

Acknowledgement The authors are grateful to Junagadh Agro meteorological Cell and Amreli Agricultural Research Station of Junagadh Agricultural University, Junagadh (Gujarat), for providing all necessary meteorological data. References [] Abdelhadi AW, Hata T, Tanakamaru TA and Tariq MA. Estimation of crop water requirements in arid region using Penman-Monteith equation with derived crop coefficients: A case study in Acala cotton in Sudan Gezira irrigated scheme. Agric. Water Manage., 45(), 4,. [] Abdulai BI, Stigter CJ, Ibrahim AA, Adeeb AM and Adam HS. Evaporation calculations for Lake Sennar. Neth. J. Agric. Sci., 8: 75-7, 99. [] Allen RG. REF-ET for Windows: reference evapotranspiration calculator version., University of Idaho Research and Extension Center, Kimberly, ID. Current online version: http://www.kimberly.uidaho.edu/refet/,. [4] Allen RG, Pereira LS, Raes D and Smith M. Crop Evapotranpiration: Guildlines for computing crop water requirements FAO, Irrigation and Drainage Paper No 56. Food and Agriculture Organisation, Land and Water. Rome, Italy: pp, 998. [5] Allen RG, Smith M, Pereira LS and Perrier A. An update for the calculation of reference evapotranspiration. ICID Bulletin. 4():5-9, 994b. [6] Allen RG, Smith M, Perrier A and Pereira LS. An update for the definition of reference evapotranspiration. ICID Bulletin. 4():-4, 994a. [7] Berengena J and Gavilan P. Reference evapotranspiration estimation in a highly advective semiarid environment. J. Irrig. Drain. Eng., (6), 47-45, 5. [8] Beyazgul M, Kayam Y and Engelsman F. Estimation methods for crop water requirements in the Gediz Basin of Western Turkey, J. Hydrol., 9(), 96,. [9] DelghaniSanij H, Yamamoto T and Rasiah V. Assessment of evapotranspiration models for use in semi-arid environments, Agric. Water Manage., 64(), 9-6, 4. [] Gavilan P, Lorite IJ, Tornero S and Berengena J. Regional calibration of Hargreaves equation for estimating reference ET in a semiarid environment, Agric. Water Manage., 8(), 578, 6. [] Hargreaves GH. Discussion of 'Application of Penman wind function' by Cuenca, R.H. and Nicholson, M.J. J. Irrig. and Drain. Engrg., ASCE 9(): 77-, 98. [] Hargreaves GH and Allen RG. History and evaluation of Hargreaves evapotranspiration equation, J. Irrig. Drain.Eng., 9(), 5-6,. [] Hargreaves GH and Samani ZA. Reference crop evapotranspiration from temperature, Appl Engine Agric. ():96 99, 985. [4] Hussein, A. S. A. (999) Grass ET estimates using Penman-type equations in Central Sudan, J. Irrig. Drain. Eng., 5(6), 4-9. [5] Itenfisu D, Elliott R, Allen RG and Walter IA. Comparison of reference evapotranspiration calculation across range of climates, In: Evans, R. G., Benham, B. L., Trooien, T. P. (Eds), Proceedings of the 4th Decennial Irrigation Symposium (ASAE), 4-6 November, at Phoenix, AZ., U.S.A., 67,. [6] Jensen ME and Haise HR. Estimating evapotranspiration from solar radiation. J. Irrig. Drainage Div. ASCE, 89: 5-4, 96. [7] Keskin ME and Terzi O. Evaporation estimation models for Lake Egirdir, turkey. Hydrol. Process, : 9, 6. [8] Legates DR and McCabe GJ. Evaluating the use of goodness-of-fit measures in hydrologic and hydroclimatic model validation. Water Resources Res. 5(): 4, 999. [9] Linacre ET. Data-sparse estimation of lake evaporation, using a simplified penman equation. Agricultural and Forest Meteorology, 64: 756, 99. [] Lopez-Urrea R, Martín de Santa Olalla, F, Fabeiro C and Moratalla A. Testing evapotranspiration equations using lysimeter observations in a semiarid climate, Agricultural Water Management, 85: 5 6, 6. [] Makkink GF. Testing the Penman formula by means of lysimeters. Journal of the Institution of Water Engineers, : 778, 957. [] Priestley CHB and Taylor RJ. On the assessment of the surface heat flux and evaporation using large-scale parameters. Monthly Weather Review, : 8 9, 97. [] Todorovic M. Single-layer evapotranspiration model with variable canopy resistance, J. Irrig. Drain. Eng., 5(5), 545, 999. [4] Trajkovic S. Temperature-based approaches for estimating reference evapotranspiration. J. Irrig. Drain. Eng., (4), 6-, 5. [5] Trajkovic, S. and Kolakovic, S. (9) Evaluation of reference evapotranspiration equations under humid conditions, Water Resour. Manage.,, 57-67. [6] Turc L. Estimation of irrigation water requirements, potential evapotranspiration: a simple climatic formula evolved up to date, Ann. Agron.,, -49, 96. [7] Tyagi NK, Sharma DK and Luthra SK. Determination of evapotranspiration for maize and berseem clover, Irrig. Sci. (4), 7-8,. [8] Ventura F, Spano D, Duce P and Snyder RL. An evaluation of common evapotranspiration equation, Irrig. Sci., 8(4), 6-7, 999. [9] Willmott CJ, Robeson SM and Matsuura K. A refined index of model performance, Int. J. Climatol.,, 8 94,. 8