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Regional Calibration of Hargreaves Equation in the Xiliaohe Basin

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This paper
investigates calibration of Hargreaves equation in Xiliaohe Basin. Twelve
meteorologicalgauges located within Xiliaohe Basin in Northeast China were
monitored during 1970 and 2014 providing continuous records of meteorological
data. Taking daily ET_{0} calculated by Penman-Montieth equation as the
benchmark, the error of Hargreaves equation for computing ET_{0} was
evaluated and the investigation on regional calibration of Hargreaves equation
was carried out. Results showed there was an obvious difference between the
calculating results of Hargreaves and Penman-Monteith equation. The estimation
of the former was obviously higher during June and September while lower during
the rest time in a year. The three empirical parameters of the Hargreaves
equation were calibrated using the SCE-UA (Shuffled Complex Evolution) method,
and the calibrated Hargreaves equation showed an obvious promotion in the
accuracy both during the calibration and verification period.

1. Introduction

Reference Crop Evapotranspiration (ET_{0}) is an important climatic and hydrological variable, which lays the foundation for the calculation of actual evapotranspiration [1], thus accurate estimation of ET_{0} is essential to ecological environment protection and planning as well as water and soil resource management. There are dozens of methods for calculating ET_{0} at present which are different from each other on theoretical basis, complexity and applicable conditions. All these methods can be summarized to empirical formula method (such as Blanney-Criddle and Thornthwaite), moisture diffusion method, energy-balanced method (such as Presley-Tylor) and synthesis method. Penman-Monteith (P-M hereinafter) equation was recommended by FAO due to its rigorous physical basis and high calculating accuracy [2] [3]. However, calculation of ET_{0} with this equation needs a variety of meteorological data (maximum temperature, minimum temperature, average temperature, sunshine hours, relative humidity, average air pressure and wind speed) thus it is often limited by lack of data

when applied to data-deficiency areas. In this case, empirical methods which are more widely used for its relatively low requirement for data became a realistic choice [4].

As one of the empirical methods in calculating ET_{0}, Hargreaves (H hereinafter) equation has been put forward and improved by Hargreaves et al. since 1950s-1960s [4] [5]. The data requirement of H equation is relatively low (only maximum and minimum temperature) thus FAO-56 has recommended this equation as priority in data-deficiency areas [6]. Scholars at home and abroad have been researching the application of this equation in different areas. Wang [7] et al. pointed out that the annual error of H equation mainly existed between 13^{th} and 30^{th} ten-days and calibrated the equation through establishing the linear regression between results of H and P-M equation; Fan’s [8] research in Manas river basin indicated there was an obvious error during April and October in the results of H equation, afterwards a calibration of parameter “C” was carried out with the Bayesian method to improve the accuracy; Yang [8] et al. calculated ET_{0} in Lhasa with P-M and H equation which showed a difference in spring and rainy season, the factor of average humidity was introduced to adjust the H equation which gained a relatively accurate result; Hu [4] calibrated “C”, “E”, “T” in H equation simultaneously with the SCE-UA method in 105 stations within China, the applicability of the calibrated equation was then demonstrated in different regions of China subsequently.

In summary, there are mainly several following methods of calibrating H equation: (1) establishment of a linear regression between P-M and H results, such as reference [7]; (2) introduction of new meteorological factors to improve the accuracy, such as reference [9], which might harm the brevity of the formula’s structure; (3) calibration of one of the empirical parameters in H equation (generally “C”), such as reference [8], however, some research pointed out that all three parameters(“C”, “E”, “T”) had regional variability [4] so it might not be reasonable to calibrate only one of them. Another inconvenient problem is, previous researchers basically adopted the recommended values by FAO (a = 0.5, b = 0.25) when calculating solar radiation (R_{s}) with Angstrom equation, which haven’t yet been evaluated systematically to be reasonable [3] [10], some research indicated “a” and “b” in Angstrom equation varied a lot in China [11]. Usage of these raw values in calculation will lead to unconvinced results since the error of “a” and “b” effects ET_{0} a lot.

The aim of this study is to evaluate the error of H equation using the meteorological data of 12 gauging stations in Xiliaohe Basin and to conduct an investigation into the regional calibration of 3 empirical parameters. The calibration will be achieved with the SCE-UA method [12]. The results of the study are discussed to serve as a reference of ET_{0} calculation in similar continental semiarid areas.

2. Study Area and Data

2.1. Study Area

This case study utilizes the data obtained from 12 meteorological monitoring of 12 gauges located in Xiliaohe Basin which lies between 116˚16'E and 123˚35'E longitude and between 40˚05'N and 45˚13'N latitude with a drainage area of 13.52 × 10^{4} km^{2}. The basin is characterized by high west and low east. The western part of the basin is hilly while the rest are plains (Figure 1). Most of the basin belongs to the arid or semi-arid areas with annual average temperature: between 4.3 and 8.2˚C; annual average sunshine hour: between 2760 and 3170 h; average relative humidity: between 43.8% and 54.2%; average wind speed: between 2.6 and 3.6 m/s; annual precipitation: between 239 to 556 mm with a spatio-temporal maldistribution, 80% of the precipitation takes place during June and September with the precipitation in hilly areas much larger than the plain areas.

Along with the increasing development intensity of water resource, grassland and desert vegetation in some parts of Xiliaohe Basin have been degrading in different degrees recently. The largest sand land in China―Horqin Sandland locates in this area with severe water resources shortage, making this land the most eco-fragile area in Northeast China. Meanwhile, the main rivers in the basin cut off occasionally which make the development of agriculture and industry more and more dependent on the exploit of groundwater. In 2001-2010, the average quantity of annual water supply in Xiliaohe Basin was between 4.8 - 5.5 × 10^{9} m^{3} in which the groundwater accounted for 70% - 80% averagely.

2.2. Data

According to research, the data of 12 meteorological gauges in Xiliaohe Basin (distribution of stations as Figure 1, basic situation as Table 1) were collected, including the following two kinds:

Figure 1.DEM and distribution of meteorological stations in Xiliaohe Basin.

Table 1. Basic information of 12 meteorological gauges in Xiliaohe Basin.

(1) Monthly radiation data from 1976-2014 for calibrating parameter “a” and “b” in Angstrom equation;

(2) Daily meteorological data (including maximum temperature, minimum temperature, average temperature, average relative humidity, sunshine hours, average air pressure, average wind speed) from Jan 1^{st} 1970 to Dec 31^{st} 2014 for calculating ET_{0} with P-M and H equation.

The data above basically came from “daily dataset of Chinese climate data” and “monthly dataset of Chinese radiation data” in National Meteorological Information Center, a spot of missing data (mainly average wind speed and average relative humidity) were interpolated with the pre and post data.

3. Methodology

3.1. P-M Equation and Its Parameter Calibration

In this study, daily ET_{0} calculated by P-M equation is set as a standard, the form and calculation steps of P-M equation see reference [13]. It is not advisable to use the recommended value (a = 0.5, b = 0.25) for the sake of reliability of results since parameter “a” and “b” in Angstrom equation varied a lot in China. Theoretical astronomical radiation was calculated according to formula (1), parameter “a” and “b” of each station were gained by establishing linear regression between theoretical and measured astronomical radiation (see formula (2)).

(1)

(2)

where d_{r} is the solar-terrestrial relativedistance, kPa^{0}C^{−1}; is the angle of sunset, rad; is the magnetic declination of the sun, rad; R_{a} is the monthly astronomical radiation, MJ/(m^{2}∙d); n, N are actual and theoretical sunshine hours respectively, h/d; a and b are the parameter remains to be calibrated.

3.2. H Equation and Its Calibration Method

H equation was put forward based on the two empirical Equations (3)-(4) [14], formula (5) is gained by merging formula (4) and formula (3):

(3)

(4)

(5)

where ET_{0-H} is the ET_{0} calculated by H equation, mm/d; T_{max}, T_{min}, T are daily maximum, minimum, average temperature respectively, ˚C; K_{RS} is an empirical coefficient; “C”, “E”, “T” are 3 parameters of H equation which are recommended as 0.0023, 0.5, 17.8.

The SCE-UA algorithms which is capable of global optimization is adopted to calibrate “C”, “E”, “T” of each station at Xiliaohe Basin, the calibrating steps are as follows:

(1) Division of the research time. The daily meteorological data (1970-2014) is divided into calibrating and verification period according to the ratio of 5:1, thus the former is from 1970-2005, the latter is from 2006-2014.

(2) Definition of the range of “C”, “E”, “T”. According to analysis, debugging and reference [4], the range of 3 parameters are set to be: C ∈ [5×10^{-5}, 0.02], E ∈ [0.02, 2.0], T ∈ [2.0, 75.0].

(3) Definition of the objective function.Maximization of function F (Nash-Sutcliffe efficiency coefficient, see formula (6)) and minimization of function G (total relative error, see formula (7)) are set to be the optimization target of SCE-UA algorithm.

(6)

(7)

where ET_{0-H}(t), ET_{0-PM}(t) are the t^{th} day’s ET_{0} calculated by H and P-M equation respectively, is the mean daily value of the ET_{0-PM}(t) in the given period.

(4) Operation of the algorithms. Output of the calibration results of parameters.

3.3. Evaluation Methods of Calculation Accuracy

This article basically investigates the calculating accuracy of pre-and-post calibration of H equation with the following statistical variables: absolute error (BE, see formula (8)) and relative error (RE, see formula (9)) of each month. Additionally, a wilcoxon test is used to detect whether there is an obvious difference between calculating results of P-M and H equation.

(8)

(9)

where i is the ordinal number of month, i = 1, 2, 3, ..., 12;, are the average ET_{0} of the i^{st} month calculated by H and P-M equation respectively in the given period, , are absolute error and relative error of ET_{0} calculated by H equation.

4. Results and Discussion

4.1. Parameter Calibration of Angstrom Equation

Parameter “a” and “b” of 12 meteorological gauges are calibrated using the monthly radiation data of Xiliaohe Basin during 1976-2014 (see Table 2). As is seen from Table 2, “a” and “b” of 12 gauges all deviate from the recommended value (a = 0.25, b = 0.5), in which “a” varies around the recommended value while “b” is basically smaller. The mean value of “a” and “b” are 0.27 and 0.37 respectively which verifies the necessity of the calibration.

4.2. Error of H Equation before Calibration

According to the daily meteorological data of 12 gauges between 1970-2014, average daily ET_{0} of 12 stations is calculated and compared using the P-M and H equation respectively. The average value of absolute and relative error by H equation in each month can be seen in Table 3. Compared with the standard value, the results of H equation are obviously larger during June and September while smaller in the rest months of year. In July and August when the crop water requirement reaches the most, the absolute error of H equation also reach the largest, both over 20 mm.

In order to demonstrate the error of H equation before calibration, Average daily ET_{0} calculated by P-M and H equation in Jarud can be seen Figure 2. The results of the two methods show some certain consistence in the variation trend: a rise between January and June and a decline between June and December. However, the results of H equation are obviously larger than the standard value (P-M equation) during June and September while smaller in the rest time of year.

Table 2. Calibrated a and b of 12 meteorological gauges in Xiliaohe Basin.

Table 3. Average deviation of Hargreaves equation in each month before calibration (12 gauges, 1970-2014).

Figure 2. Average daily ET_{0 }calculated by P-M and Hargreaves equation (Jarud).

Monthly average ET_{0} of Jarud calculated by H equation and its error can be seen in Table 4. Compared with the results of P-M equation, the annual absolute error of H equation is −97.9 mm, generally smaller than P-M results; the relative error of each month is between −70.9% and 14.1%. During April and October when the crop water requirement reaches the most, the absolute and relative error of H equation are relatively larger: −23.6 - 19.8 mm and −24.4% - 14.1% respectively. A Wilcoxon test shows a significant difference between monthly ET_{0} calculated by H and P-M equation except in June and September.

4.3. Parameter Calibration of H Equation

4.3.1. Calibration Results

With the daily meteorological data during 1970-2005, parameter “C”, “E”, “T” of 12 gauges are calibrated using SCE-UA method. Distribution of the calibrated parameters are shown in Figure 3. 3 parameters of all the gauges deviate from the recommended value by FAO in which most gauges show a smaller “C” and “E” than recommended while all the gauges show a larger “T”. The average value of calibrated parameters (“C”, “E”, “T”) are 0.00071, 0.42, 39.65 respectively, with C_{v} 0.37, 0.28, 0.52. In general, parameter “T” shows the largest discrete degree while “E” shows the smallest.

4.3.2. Accuracy Characteristics after Calibration

The average relative error of ET_{0 }(absolute value) in each month within the verification period are drawn in the boxplot type, as is shown in Figure 4. A significant difference can be seen between the accuracy of H equation in each month before calibration with the relative error below 20% during Apr and Oct while between 20% and 60% during the rest months of year; meanwhile, an improvement in the accuracy of calibrated H equation can be seen in each month compared with the original equation before calibration, which is obvious in Jan-Mar and Nov-Dec. A higher and more stable accuracy can be obtained after the calibration of H equation, which means that it is feasible to calibrate “C”, “E”, “T” simultaneously.

In order to demonstrate the efficiency of calibration, daily ET_{0} of Jarud calculated by 3 equations (namely calibrated H equation, uncalibrated equation, P-M equation) in calibration and verification period are shown in Figure 5(a) and Figure 5(b) respectively. As is seen in Figure 5, the results of H equation are larger during June and September while smaller in the rest time of year before calibration in both periods, there is an obvious difference between the results of the two equations; however the results of calibrated H equation are much closer to the standard value.

The monthly comparison of ET_{0} between P-M and H equation (before & after calibration) during 1970-2014 can be seen in Table 5. There is an obvious decrease in the absolute and relative error after calibration, especially in Jan to Apr and Oct to Dec. The average relative error of each month decreases from −19.44% to 5.41% which shows an obvious improvement; a Wilcoxon method is used to detect the difference of each month with P value of each month all exceeding 0.001 which shows there is no obvious difference between the monthly ET_{0} calculated by the calibrated H equation and P-M equation, thus the calibrated H equation can be used to calculate the monthly ET_{0} in the replacement of P-M equation.

Table 4. Result statistics of monthlyET_{0} calculated by P-M and Hargreaves method (Jarud, 1970-2014).

Notes: ET_{0-PM} and ET_{0-H} are ET_{0} calculated by P-M and H equation respectively.

Figure 3. Distribution of calibrated paremeters of Hargreaves Equation.

Figure 4. Boxplots of Monthly ET_{0} relative error between pre-and-post calibration of Hargreaves equation.

Figure 5. Daily ET_{0} Comparisons between pre-and-post adjustment of Hargreaves equation (Jarud).

Table 5. Monthly ET_{0} Comparisons between pre-and-post calibration of Hargreaves equation (Jarud).

5. Conclusions

Based on the meteorological and radiation data of 12 gauges in the Xiliaohe Basin, this study analyzes the error of H equation by setting daily ET_{0} calculated by P-M equation as a standard. The empirical parameters of H equation at each gauge are calibrated with the SCE-UA method and the accuracy characteristics of H equation before and after calibration are compared and evaluated. The results of the study provide conclusions that:

(1) The H and P-M equation show some certain consistence in the variation trend of daily ET_{0 }while a significant difference can be detected between the calculating values of the two equations. To be specific, results of H equation are obviously higher than the standard value during June and September while lower during the rest time of year.

(2) According to calibration results, 3 parameters of all gauges deviate from the recommended value by FAO in which most stations show a lower “C” and “E” than recommend while all the gauges show a higher “T”. A significant advancement in accuracy during Jan-Mar and Nov-Dec can be seen after calibration accompanied by certain-degree advancement during April and October. In a word, a better and more stable accuracy can be obtained to calculate ET_{0} with the calibrated H equation in the replacement of the P-M equation.

The research conclusions above show clearly the necessity and feasibility to calibrate the empirical parameters of H equation. However, in consideration of the significant difference between calibrated parameters of different gauges in the same basin, there is an urgent need to study the regional law of distribution to explore whether this phenomenon is attributed to the different meteorological conditions of each gauge. Also, this issue can be further studied in a larger scale to draw more universal conclusions.

Acknowledgments

The present study is funded by Natural Science Foundation of China (Grant Number: 51509157), Science and Technology Generalization Program (Grant Number: TG1528) and Science Research Program for Common Wealthy (Grant Number: 201301075, 201501014), Ministry of Water Resources, China. The authors also appreciate National Meteorological Information Center (http://data.cma.gov.cn/) for providing part of the meteorological data.

Conflicts of Interest

The authors declare no conflicts of interest.

Cite this paper

*Journal of Geoscience and Environment Protection*,

**4**, 28-36. doi: 10.4236/gep.2016.47004.

[1] | Xie, X.Q. and Wang, L. (2007) Changes of Potential Evaporation in Northern China over the Past 50 Years. Journal of Natural Re-sources, No. 5, 683-691. |

[2] | Allen, R.G., Smith, M. and Pereiral, L.S. (1994) An Update for the Definition of Reference Evapor-transpiration. ICID Bulletin, 43, 1-34. |

[3] | Allen, R.G., Pereira, L.S., Raes, D., et al. (1998) Crop Evapotranspiration-Guidelines for Computing Crop Water Requirements-FAO Irrigation and Drainage Paper 56. FAO, Rome, 300(9): D05109. |

[4] | Hu, Q.F., Yang, D.W., Wang, Y.T., et al. (2011) Global Calibration of Hargreaves Equation and Its Applicability in China. Advances in Water Science, 22, 160-167. |

[5] | Hargreaves, G.H. and Allen, R.G. (2003) History and Evaluation of Hargreaves Evapotranspiration Equation. Journal of Irrigation and Drainage Engineering, 129, 53-63. http://dx.doi.org/10.1061/(ASCE)0733-9437(2003)129:1(53) |

[6] | Su, C.H., Chen, Y.X. and Xu, B. (2008) Recent Development and Universality Evaluation of ET0 Calculation Formulas. Advances in Water Science, 19, 129-1361. |

[7] | Wang, S.F., Duan, A.W. and Zhang, Z.Y. (2008) Comparison and Analysis of Hargreaves Equation and Penman-Monteith Equation during the Different Hydrological Years in the Semi-Arid Region. Transactions of the Chinese Society of Agricultural Engineering, 24, 29-33. |

[8] | Fan, W.B., Wu, P.T., Han, Z.Q., et al. (2012) Influencing Factors Analysis of Reference Crop Evapotranspiration and Modification of Hargreaves Method in Manas River Basin. Transactions of the Chinese Society of Agricultural Engineering, 28, 19-24. |

[9] | Yang, Y.H. and Zhang, Z.Y. (2009) Method for Calculating Lhasa Reference Crop Evapotranspiration by Modifying Hargreaves. Advances in Water Science, 20, 614-618. |

[10] | Cao, W. and Shen, S.H. (2008) Estimation of Daily Solar Radiation in China. Journal of Nanjing Institute of Meteorology, 31, 587-591. |

[11] | Hu, Q.F., Yang, D.W., Wang, Y.T., et al. (2010) Effects of Angstrom Coefficients on ET0 Estimation and Theapplicability of FAO Recommended Coefficient Values in China. Advances in Water Science, 21, 644-652. |

[12] | Duan, Q., Sorooshian, S. and Gupta, V. (1992) Effective and Efficient Global Optimization for Conceptual Rainfall-Runoff Models. Water Resources Research, 28, 1015-1031. http://dx.doi.org/10.1029/91WR02985 |

[13] | Hu, Q.F. (2005) Study on Computation and Forecasting Methods of Reference Evapo-transpiration. Tsinghua University, Beijing. |

[14] | Samani, Z. (2000) Estimating Solar Radiation and Evapotranspiration Using Min-imum Climatological Data. Journal of Irrigation and Drainage Engineering, 126, 265-267. |

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