Evaluation of radiation methods to study potential evapotranspiration of 31 provinces

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    O R I G I N A L P A P E R

    Evaluation of radiation methods to study potentialevapotranspiration of 31 provinces

    Mohammad Valipour

    Received: 24 April 2014 / Accepted: 6 October 2014

    Springer-Verlag Wien 2014

    Abstract The present study aims to calibrate radiation-

    based methods to determine the best method under differ-ent weather conditions. For this purpose, weather data was

    collected from different synoptic stations in all of prov-

    inces of Iran. The potential evapotranspiration was esti-

    mated using common radiation-based methods and a

    sensitive analysis was done for investigating variations of

    the methods. The results show that the Stephens method

    estimates the potential evapotranspiration better than other

    methods in the most provinces of Iran (10 provinces).

    However, the values of R2 were less than 0.98 for 15

    provinces of Iran. The calibrated methods estimated the

    potential evapotranspiration in the south east of Iran better

    than other provinces. Precision of the methods calibrated

    has been increased in all provinces. The R2 values are less

    than 0.98 for only six provinces (WA, EA, GO, NK, AL,

    and QO). In the methods calibrated, the Abtew (for YA)

    estimated the potential evapotranspiration better than the

    other methods.

    1 Introduction

    It is possible to calculate the actual evapotranspiration

    using crop coefficients and potential evapotranspiration.

    To this end, FAO PenmanMonteith method (Allen et al.

    1998) is presented. Although this method has been applied

    in various regions of the world (Chiew et al. 1995;

    Estevez et al. 2009; Ley et al. 2009; Moeletsi et al. 2013;Sahoo et al.2012; Valiantzas2013; Valipour2012a,b), it

    needs too many parameters to estimate the potential

    evapotranspiration. In the most regions, as weather data is

    limited, it is not possible to use FPM. Therefore, empirical

    methods including mass transfer, radiation, temperature,

    and pan evaporation-based methods have been developed

    for estimation of the potential evapotranspiration using

    limited data. The radiation-based method is one of the

    most widely used methods for estimating potential

    evapotranspiration. The common radiation-based methods

    include the Abtew (1996), Makkink (1957), Priestley-

    Taylor (1972), Turc (1961), Xu et al. (2008), Modified

    Copais (Alexandris and Kerkides 2003; Alexandris et al.

    2006, Jensen-Haise 1963, Doorenbos-Pruitt 1977,

    McGuinness and Bordne 1972, Stephens-Stewart Jensen

    1966, Stephens and Stewart 1963, Jones-Ritchie1990and

    Irmak et al. 2003). A thorough review should be done to

    find weakness points of the previous studies. Table1

    summarizes these studies.

    In addition there are a lot of investigations that com-

    pared different methods of estimation of evapotranspiration

    in Iran (Rahimi et al.2014; Valipour2014k,l,m,n,o,p,q,

    r, s; Valipour and Eslamian 2014). However, in the pre-

    vious studies (Table1), one or more of the radiation-based

    methods are compared with temperature, mass transfer, or

    pan evaporation-based methods. In other cases, there are

    some methods which can estimate the potential evapo-

    transpiration better than the radiation-based methods. This

    is because the previous studies focus on specific weather

    conditions and/or do not consider radiation-based methods.

    Furthermore, the results of the previous studies are not

    useable for estimating potential evapotranspiration in other

    regions, because they are recommended for one or more

    Responsible Editor: L. Gimeno.

    M. Valipour (&)

    Young Researchers and Elite Club, Kermanshah Branch, Islamic

    Azad University, Kermanshah, Iran

    e-mail: [email protected]

    1 3

    Meteorol Atmos Phys

    DOI 10.1007/s00703-014-0351-3

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    Table 1 Summarization of the previous studies

    References Methods compared/evaluated Study

    region

    Main conclusion

    Gunston and

    Batchelor

    (1983)

    Priestley-Taylor and FPM Tropical

    countries

    The Priestley-Taylor equation offers a satisfactory

    alternative to the Penman equation for estimating in

    humid tropical climates

    Green et al.

    (1984)

    Lysimeter and Priestley-Taylor New

    Zealand

    Daily measurements of the potential evapotranspiration

    by the lysimeter agreed reasonably well with

    Priestley-Taylor estimates

    Al-Shalan and

    Salih (1987)

    Jensen-Haise, Ivanov, Behnke-Maxey, Stephens-

    Stewart

    Saudi

    Arabia

    The top six ranked methods obtained are ranked in the

    following order of merit: Jensen-Haise, class A pan,

    Ivanov, adjusted class A pan, Behnke-Maxey,

    Stephens-Stewart

    Foroud et al.

    (1989)

    Jensen-Haise and FPM Canada Incorporating the wind parameter in the Jensen-Haise

    equation significantly improved the potential

    evapotranspiration estimates

    Abbaspour

    (1991)

    Priestley-Taylor, Jensen-Haise, Hargreaves,

    Thornthwaite

    USA After calibration, six of the eight methods had

    predictive power and fit that were not significantly

    different at the 5 % level

    McKenney and

    Rosenberg

    (1993)

    Thornthwaite, Blaney-Criddle, Hargreaves, Samani-

    Hargreaves, Jensen-Haise, Priestley-Taylor,

    Penman

    North

    American

    Great

    Plains

    The results indicate that the methods differ, in some

    cases significantly, in their sensitivities to

    temperature and other climate inputs. The differences

    among methods can be attributed both to differences

    in their sensitivities to climate, to differences in the

    climatic factors they consider

    Garatuza-Payan

    et al. (1998)

    Makkink and FPM Mexico The good performance of the Makkink formulation is

    particularly encouraging because this equation

    requires only incoming solar radiation, which can be

    readily estimated from remotely sensed data

    de Bruin and

    Stricker

    (2000)

    Makkink and FPM Netherlands T he Makkink method appears to be attractive for

    practical applications

    Xu and Singh

    (2000)

    Abtew, Hargreaves, Makkink, Priestley-Taylor, Turc Switzerland The Makkink and modified Priestley-Taylor equations

    resulted in monthly evaporation values that agreed

    most closely with pan evaporation

    Al-Ghobari

    (2000)

    Jensen-Haise and Blaney-Criddle Saudi

    Arabia

    No one method provided the best results under all

    weather conditions

    Xu and Singh

    (2002)

    Priestley-Taylor, Makkink, Hargreaves, Blaney-

    Criddle, Rohwer

    Switzerland Further examination of the performance resulted in the

    following rank of preciseness as compared with the

    FPM estimates: Priestley-Taylor, Makkink,

    Hargreaves, Blaney-Criddle, Rohwer

    Howell et al.

    (2005)

    Priestley-Taylor and the Hargreaves-Samani USA Both the Priestley-Taylor and the Hargreaves-Samani

    methods under estimated the potential

    evapotranspiration computed by the FPM

    Liu and Lin

    (2005)

    Priestley-Taylor and FPM China Care should be taken when applying the Priestley

    Taylor equation in the semiarid climate in north

    China

    Lu et al. (2005) Thornthwaite, Hamon, Hargreaves-Samani, Turc,

    Makkink, Priestley-Taylor

    USA The Priestley-Taylor, Turc, Hamon methods are

    recommended for regional applications in thesoutheastern US

    Xu et al. (2006) FPM and pan evaporation China The reference evapotranspiration is most sensitive to

    the net total radiation, followed by relative humidity,

    air temperature and wind speed

    Alexandris

    et al. (2006)

    Modified Copais, ASCE PenmanMonteith, CIMIS

    Penman, HargreavesSamani

    Greece The Modified Copais method may become a useful tool

    for routine daily potential evapotranspiration

    estimations

    Kisi (2007) Penman, Hargreaves, Turc USA The Hargreaves method provides better performance

    than the Penman and Turc methods in estimation of

    the potential evapotranspiration

    M. Valipour

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    Table 1 continued

    References Methods compared/evaluated Study

    region

    Main conclusion

    Suleiman and

    Hoogenboom

    (2007)

    Priestley-Taylor and FPM USA The Priestley-Taylor method overestimated the

    potential evapotranspiration and was less precise than

    the FAO PenmanMonteith

    Guven et al.

    (2008)

    CIMIS PenmanMonteith, FPM, Hargreaves-

    Samani, Jensen-Haise, Jones-Ritchie, Turc

    USA Genetic programming produces quite satisfactorily

    results and can be used as an alternative to the

    conventional models

    Bois et al.

    (2008)

    Turc, PriestleyTaylor, Hargreaves France Radiation-based methods were more accurate and more

    precise than Hargreaves method

    Shi et al. (2008) PriestleyTaylor, KaterjiPerrier, Todorovic China The PriestleyTaylor method was effective enough to

    estimate large time-scale evapotranspiration

    Trajkovic and

    Kolakovic

    (2009a)

    Turc, PriestleyTaylor, JensenHaise, Thornthwaite USA Turc method is most suitable for estimating potential

    evapotranspiration at humid locations when weather

    data are insufficient to apply the FPM

    Douglas et al.

    (2009)

    Priestley-Taylor, Turc, PenmanMonteith USA The Priestley-Taylor performance appears to be

    superior to the Turc and PenmanMonteith methods

    Ye et al. (2009) Priestley-Taylor and FPM China The Priestley-Taylor method was more suitable for

    Tibetan Plateau in the absence of the parameters

    necessary for the calculation of the FPMMartinez and

    Thepadia

    (2010)

    Turc, Hargreaves and FPM USA The Turc equation is recommended for estimating

    potential evapotranspiration using measured

    maximum and minimum temperature and estimated

    radiation

    Jacobs et al.

    (2010)

    Makkink and FPM Netherlands The authors estimated the potential evapotranspiration

    by the Makkink method successfully

    Zhai et al.

    (2010)

    Hargreaves, Makkink, Turc, PriestleyTaylor,

    JensenHaise, Doorenbos-Pruitt, Abtew,

    McGuinness-Bordne, Rohwer, BlaneyCriddle

    China Calibration can be used to modify the potential

    evapotranspiration equations

    Kisi (2011) wavelet regression, CIMIS Penman, Hargreaves,

    Ritchie, Turc

    USA The wavelet regression models were found to perform

    better than the empirical models

    Li et al. (2011) Priestley-Taylor and FPM Central

    Asia

    The PriestleyTaylor model was only able to yield a

    fair estimation of the referenceevapotranspiration

    during some periods of the growing season

    Thepadia and

    Martinez

    (2012)

    Turc and HargreavesSamani USA Using the regionally calibrated radiation estimates, the

    original Turc method was found to underestimate

    potential evapotranspiration

    Medeiros et al.

    (2012)

    Camargo and Jensen-Haise Brazil Both proposed methodologies showed good agreement

    with the standard method indicating that the

    methodology can be used for local potential

    evapotranspiration estimates

    Er-Raki et al.

    (2012)

    Makkink, PriestleyTaylor, HargreavesSamani Morocco

    and

    Mexico

    The HargreavesSamani model is the most precise one

    for estimating the spatio-temporal variability of the

    potential evapotranspiration

    Le et al. (2012) Hamon, PriestleyTaylor, Thornthwaite, Blaney

    Criddle, Turc, FPM

    Vietnam In highly structured (land use and elevation) regions,

    not all methods provide satisfying results

    Li et al. (2013) Temporal variations in reference evapotranspiration China The wind speed was the main likely influence factor inthe river

    Ngongondo

    et al. (2013)

    HargreavesSamani and PriestleyTaylor Malawi The FPM method computed with estimated climate

    variables instead of observed climate variables still

    outperformed both the methods if their original

    parameters and estimated radiation were used

    Jakimavicius

    et al. (2013)

    Dalton, Trabert, Meyer, WMO, Mahringer,

    Thornthwaite, Schendel, Hargreaves-Samani

    Baltic The Thornthwaite and Schendel gave the most precise

    assessment

    Cammalleri and

    Ciraolo

    (2013)

    The Makkink (MAK) method and a deterministic

    procedure for estimating air temperature inputs

    used in the MAK method (named RS)

    Italy The differences between MAK and RS approaches

    were negligible at all analyzed temporal scales

    Evaluation of radiation methods to study potential

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    climatic conditions. However, a climatic condition contains

    various values of weather parameters and results of each

    research is not applicable for other regions without deter-

    mining specified ranges of each weather parameter even if

    climatic conditions are the same for both regions. In

    addition, the governments cannot schedule for irrigationand agricultural water management when the potential

    evapotranspiration is estimated for a basin, wetland,

    watershed, or catchment instead a state or province and/or

    number of weather station used is low. Therefore, this

    study aims to estimate potential evapotranspiration for all

    of provinces of Iran by using common radiation-based

    methods to determine the best method based on the weather

    conditions of each province as well as analysing sensitivity

    of the methods.

    2 Study area and Methodology

    In this study, monthly weather information (from 1951 to

    2010) is collected from 181 synoptic stations of 31 prov-

    inces in Iran. Table 2shows the position of each province,

    number of years that data was measured, and number of

    stations.

    In each station, average monthly weather data in years

    measured is considered as value of that weather parameter in

    each month (e.g. value of solar radiation in June for NK is

    average of 24 data collected). A spatial interpolation method

    is usually used to obtain an averaged value from stations.

    However, the most of synoptic stations have been distributedin north, south, west, and east of each province based on

    different weather conditions and considering equal spatial

    distances to skip spatial interpolation method. Therefore,

    average of data in all stations has been considered as value

    of that weather parameter in each month for provinces with

    more than one station (e.g. value of relative humidity in June

    for KH is average of 55 9 14 = 770 data collected). All of

    the data mentioned were used for estimating the potential

    evapotranspiration using 22 radiation-based methods and

    compared with FAO PenmanMonteith (FPM) method to

    determine the best method based on the weather conditions

    of each province (Table3).

    The best method for each province and the best per-

    formance of each method were determined using the belowerror indices:

    R2 1

    P12i1

    ETFPMi ETmi 2

    P12i1

    ETFPMiP12i1

    ETFPMi

    12

    0B@

    1CA

    2 1

    MBE P12i1

    ETFPMi ETmi 12

    2

    In which, i indicates month, ETFPM indicates thepotential evapotranspiration calculated for FAO Penman

    Monteith (FPM) method, ETm indicates the potential

    evapotranspiration calculated for radiation-based methods,

    and MBE is mean bias error (MBE).

    The best method for each province was modified to

    increase precision of estimating by calibration of the

    coefficients (Table3) similar to the studies of Irmak

    et al. (2003) and Xu and Singh (2000) and using mul-

    tiplication linear regressions in which the FPM values

    were used as the dependent variable and other parame-

    ters (Table3) were independent variables. In each

    province, two-third of the data was used for develop-ment of the equations and one-third of the data were

    applied for validation.

    Then, the potential evapotranspiration calculated using

    new formulas was compared with FPM and variations of

    the errors were investigated.

    For better evaluation, a sensitive analysis was done for

    investigating variations of the methods and the map of the

    error calculated for each province is presented.

    Table 1 continued

    References Methods compared/evaluated Study

    region

    Main conclusion

    Ding et al.

    (2013)

    Priestley-Taylor and FPM China The modified Priestley-Taylor model can be used to

    estimate the potential evapotranspiration

    Xu et al. (2013) Turc and PriestleyTaylor, HargreavesSamani,

    lysimeter

    China Serious local calibration is strongly recommended

    before applying HargreavesSamani for daily

    evapotranspiration estimation

    Kisi (2014) Modified Copais, Turc, Hargreaves-Samani,

    Hargreaves, Ritchie, Valiantzas, Irmak

    Turkey The worst estimates are generally obtained from the

    Turc method

    Ye et al. (2014) Linear regression, attribution analysis, Mann

    Kendall

    China Sunshine is the most sensitive climatic variable to the

    variability of reference evapotranspiration on annual

    basis

    M. Valipour

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    3 Results and discussion

    3.1 Estimating the potential evapotranspiration for all

    of provinces of Iran using common radiation

    methods

    Table4 shows the average of errors in 31 provinces.

    Table4 and Eq. (2) indicate that in the Caprio, Cas-taneda-Rao, McGuinness-Bordne, Modified Priestley-

    Taylor, Priestley-Taylor, Stephens-Stewart, and Xu and

    Singh methods (in the most cases) the estimations are

    more than the potential evapotranspiration calculated

    using the FPM. The overestimation of the potential

    evapotranspiration values by the radiation-based methods

    was also found in the other researches (Martinez and

    Thepadia 2010; Suleiman and Hoogenboom 2007; Tra-

    jkovic and Kolakovic 2009b; Yoder et al. 2005).

    However, the de Bruin, Doorenbos-Pruitt, Hansen, Irmak,

    Jensen-Haise, Jones-Ritchie, Modified Copais, and Turc

    methods (in the most cases) estimate the potential

    evapotranspiration less than the FPM. The underestima-

    tion of the potential evapotranspiration values by the

    radiation-based methods was also found in the other

    studies (Howell et al. 2005; Kisi 2007; Rojas and Shef-

    field 2013; Thepadia and Martinez 2012; Trajkovic andKolakovic 2009b). The Xu-Singh method provided the

    greatest overestimate 4.11 mm day-1 for KH, while the

    Berengena-Gavilan and Irmak methods yielded the least

    overestimate 0.02 mm day-1 for KO and QO, respectively

    (Table4). In addition, the Doorenbos-Pruitt method pro-

    vided greatest underestimate 3.11 mm day-1 for KB,

    while the Abtew (for YA) and de Bruin (for EA and HO)

    methods yielded the least underestimate 0.01 mm day-1

    (Table4). This underlines that radiation-based methods

    Table 2 Position of all

    provinces and synoptic stationsProvince Latitude (N) Longitude (E) Data measured (year) Number of station

    AL 35550 50540 20 1AR 38150 48170 30 4BU 28590 50500 55 5CB 32170 50510 51 4EA 38050 46170 55 10

    ES 32370 51400 55 12FA 29320 52360 55 9GH 36150 50030 47 2GI 37150 49360 50 4GO 36510 54160 54 3HA 34520 48320 55 4HO 27130 56220 49 9IL 33380 46260 20 3KB 30500 51410 19 1KE 30150 56580 55 8KH 31200 48400 55 14KO 35200 47000 47 7KS 34210 47090 55 6LO 33260 48170 55 9MA 34060 49460 51 4MZ 36330 53000 55 7NK 37280 57160 24 1QO 34420 50510 20 1RK 36160 59380 55 12SB 29280 60050 55 8SE 35350 53330 55 4SK 32520 59120 51 3TE 35410 51190 55 8

    WA 37

    320 45

    050 55 8YA 31540 54170 54 6ZA 36410 48290 51 4

    Evaluation of radiation methods to study potential

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    should be used carefully in accordance with weather

    conditions of each province. Because according to the R2

    values, each method estimates the potential evapotrans-

    piration for only one or few provinces as acceptable. In

    the other words, precision of estimating by radiation-based

    methods is very sensitive to variations of the parameters

    used in each method (Table3).

    3.2 The best and worst performance of the methods

    used

    Figure1 compares the best and worst performance of the

    methods used.

    According to Fig. 1 the Berengena-Gavilan for ES

    (R2 = 1.00 and MBE = 0.08) yielded the best potential

    Table 3 Method used and parameters applied in each method

    Model Reference(s) Formula Parameters

    FAO Penman-

    Monteith

    Allen et al. (1998) ETo 0:408RnGc 900T273uesea

    Dc 10:34u H, u, T, Tmin, Tmax,

    RH, u, n

    Abtew Abtew (1996) ETo 0:01786 RsTmaxk T, Tmax, RsBerengena-

    Gavilan

    Berengena and Gavilan (2005) ETo 1:65 DDcRnG

    k T, Tmax, Tmin, n, RH,

    u, HCaprio Caprio (1974) ETo 0:01092708T 0:0060706 Rs T, RsCastaneda-Rao Castaneda and Rao (2005) ETo 0:70 DDc Rsk 0:12 T, RsChristiansen Christiansen (1968), Hargreaves and

    Allen (2003)ETo 0:0385 Rsk T, Rs

    de Bruin de Bruin (1981), de Bruin and Lablans

    (1998)ETo 0:65 DDc Rsk T, Rs

    Doorenbos-Pruitt Doorenbos and Pruitt (1977) ETo 1:066 0:0013RH 0:045u 0:0002RHu 0:0000315RH2 0:0011u2 D

    D cRs

    k 0:3

    T, Rs, RH, u

    Hansen Hansen (1984) ETo 0:7 DDc Rsk T, RsIrmak Irmak et al. (2003) ETo 0:149Rs 0:079T 0:611 T, RsJensen-Haise Jensen and Haise (1963) ETo 0

    :

    408CT T Tx Rs T, Rs, H, Tmax,TminJones-Ritchie Jones and Ritchie (1990) ET

    0 0:002322Tmax 0:001548Tmin 0:11223 Rsa Rs, Tmax,Tmin

    Makkink Makkink (1957) ETo 0:61 DDc Rsk 0:12 T, RsMcGuinness-

    Bordne

    McGuinness and Bordne (1972) ETo 0:00597T 0:0838 Rs T, Rs

    Modified Copais Alexandris and Kerkides, (2003),

    Alexandris et al. (2006)

    ETo 0:057 0:277C2 0:643C1 0:0124C1C2 T, Rs, RH

    Modified Jensen-

    Haise

    Samani and Pesarakli (1986) ETo 0:408CT T Tx KTRaffiffiffiffiffiffiffiffiffiffiffiffiffiffiffi ffiffiffiffiffiffiffiffiTmax Tmin

    p H, T, n, u, Tmax,Tmin

    Modified

    Priestley-Taylor

    Abtew (1996) ETo 1:18 DDc RnGk T, Tmax, Tmin, n, RH,u, H

    Modified Turc Abtew (1996) ETo 0:2868Rs 0:6 TmaxTmax15 Tmax, RsPriestley-Taylor Priestley and Taylor (1972) ETo 1

    :

    26 DDc RnGk T, Tmax,Tmin, n, RH,u, H

    Stephens Stephens (1965) Jensen (1966) ETo 0:0158T 0:09 Rsk T, RsStephens-Stewart Jensen (1966), Stephens and Stewart

    (1963)ETo 0:0148T 0:07 Rsk T, Rs

    Turc Turc (1961), Xu et al. (2008) ETo 0:3107Rs 0:65 TatT15 T, RsXu-Singh Xu and Singh (2000) ETo 0:98 DDc RnGk 0:94 T, Tmax, Tmin, n, RH,

    u, H

    ETo is the reference crop evapotranspiration (mm/day), Rn is the net radiation (MJ/m2/day), G is the soil heat flux (MJ/m2/day), c is the

    psychrometric constant (kPa/ C), esis the saturation vapor pressure (kPa), ea is the actual vapor pressure (kPa), D is the slope of the saturation

    vapor pressuretemperature curve (kPa/ C), T is the average daily air temperature (C), u is the mean daily wind speed at 2 m (m/s), His the

    elevation (m), u is the latitude (rad), Tmin is the minimum air temperature (C), Tmax is the maximum air temperature (C), RH is the average

    relative humidity (%), n is the actual duration of sunshine (h), Rsis the solar radiation (MJ/m2/day),Ra is the extraterrestrial radiation (MJ/m

    2/

    day), k is the latent heat of vaporization (MJ/kg), and CT, Tx, a, C1, C2, atand KTare empirical coefficients

    M. Valipour

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    evapotranspiration as compared to that from the FPM.However, the Stephens has been introduced as the best

    method in the most provinces (10 provinces). This is

    because the weather conditions for which the Stephens

    equation has been calibrated are more similar to weather

    conditions in Iran (Jensen 1966; Stephens 1965), espe-

    cially in those 10 provinces. In general, radiation-based

    methods are more suitable (R2 more than 0.98) for ES,

    YA, SE, and CB (centre of Iran). However, it is less than

    0.98 for 15 provinces of Iran (RK, NK, HO, FA, BU,

    KH, QO, KS, HA, ZA, KO, GH, GI, AR, and EA). In

    addition, according to Table4, variations of the errors

    (the worst and best R2

    ) for different methods are con-siderable in all provinces. These different values indicate

    highly varied performances of the radiation-based meth-

    ods for a specific weather condition in each province. In

    addition, an impressive difference between the values of

    each model is observable. For instance, the R2 values of

    the Caprio method ranges from -4.2 to 0.96 for GI and

    EA, respectively. However, according to Table3, for

    instance, the Berengena-Gavilan, Modified Priestley-

    Taylor, Priestley-Taylor, and Xu-Singh methods are a

    function of mean, minimum and maximum temperature,

    sunshine, elevation, latitude and relative humidity, and

    the most methods are a function of temperature and solarradiation. In addition, the only difference among the

    Berengena-Gavilan, Modified Priestley-Taylor, Priestley-

    Taylor, and Xu-Singh methods is coefficients used in

    each method (Table3) as well as the only difference

    among the Castaneda-Rao, de Bruin, Hansen, and Mak-

    kink methods is also coefficients used in each method

    (Table3). This is also true for Stephens and Stephens-

    Stewart methods. However, the output of each model is

    different from the other models because they have been

    Table 4 The average values of the errors in 31 province

    Method Error index Average of 31 provinces

    Ab. MBE -0.47742

    R2 0.712581

    BG MBE -0.04419

    R2 0.794839

    Ca. MBE -0.96871R2 0.082258

    CR MBE -0.59484

    R2 0.643871

    Ch. MBE 0.160968

    R2 0.499677

    de MBE 0.380323

    R2 0.705484

    DP MBE 2.456129

    R2 0.73806

    Ha. MBE 0.716452

    R2 0.589677

    Ir. MBE 0.311613

    R2 0.670323

    JH MBE 0.729355

    R2 0.358065

    JR MBE 1.148387

    R2 0.376452

    Ma. MBE -0.00484

    R2 0.756452

    MB MBE -0.63032

    R2 0.801613

    MC MBE 1.964839

    R2 0.07484

    MJH MBE -0.04871

    R2 0.623871

    MPT MBE -1.09065

    R2 0.631935

    MT MBE 0.533871

    R2 0.642903

    PT MBE -0.89839

    R2 0.71871

    St. MBE -0.2371

    R2 0.834194

    SS MBE -0.61258

    R2 0.806452

    Tu. MBE 0.893226

    R2 0.51871

    XS MBE -2.44903

    R2 0.48032

    Ab. is Abtew, BGis Berengena-Gavilan, Ca is Caprio, CR is Castaneda-

    Rao, Ch . is Christiansen, de is de Bruin, DP is Doorenbos-Pruitt, Ha. is

    Hansen, Ir. is Irmak, JH is Jensen-Haise, JR is Jones-Ritchie, Ma. is

    Makkink, MB is McGuinness-Bordne, MC is Modified Copais, MJHis

    Modified Jensen-Haise, MPT is Modified Priestley-Taylor, MT is

    Modified Turc, PT is Priestley-Taylor, St. is Stephens, SS is Stephens-

    Stewart, Tu. is Turc, and XS is Xu-Singh

    Fig. 1 The best (ES) and worst (KS) performance of the radiation

    methods

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    calibrated (constant coefficients in each model) based on

    different weather conditions as well as parameters used

    are not the same (in all models) for other models. Thus,

    the coefficients of the radiation-based methods need to be

    adjusted based on weather conditions of each province.

    3.3 Increasing accuracy of the methods using

    regression analysis

    The best methods for each province (Table 3; Fig. 1) are

    calibrated using regression analysis and similar to the

    studies of Irmak et al. (2003) and Xu and Singh (2000).

    Table5 shows the new formulas with the coefficients

    calibrated for each province.

    Figure2 compares the potential evapotranspiration

    using the FPM with values estimated using the methods

    calibrated (based on Table5) for each province.According to Figs. 1 and 2, precision of the methods

    calibrated has been increased in all provinces. TheR2 values

    are less than 0.98 for only six provinces (WA, EA, GO, NK,

    AL, and QO). There are many researches that reported

    increasing precision of radiation-based methods for esti-

    mating the potential evapotranspiration after calibration

    (Abbaspour1991; Martinez and Thepadia 2010; Thepadia

    and Martinez2012; Xu et al. 2013; Zhai et al. 2010).

    Table 5 Formula calibrated and their error for each province

    Province The best method New Formula Symbol R2 MBE

    CB Priestley-Taylor ETo 1:557T 0:228Tmin 1:307Tmax 0:118RH 0:0278n 10:152 Eq. 1 0.98 0.00EA Turc ETo 0:218T 0:0897Rs 0:892 Eq. 2 0.95 -0.01WA Stephens ETo 0:121T 0:117Rs 1:251 Eq. 3 0.97 -0.02AR Priestley-Taylor ETo 1:671T 0:817Tmin 0:809Tmax 0:102RH 0:016n 6:311 Eq. 4 1.00 0.01ES Berengena-Gavilan ETo 1

    :

    422T 0:

    196Tmin 1:

    497Tmax 0:

    137RH 0:

    0122n 16:

    547 Eq. 5 0.99 -0.01

    IL Abtew ETo 1:132T 0:862Tmax 0:161Rs 0:412 Eq. 6 0.98 0.08BU Stephens-Stewart ETo 0:158T 0:19Rs 3:771 Eq. 7 0.98 -0.03TE Abtew ETo 0:322T 0:158Tmax 0:187Rs 1:842 Eq. 8 0.99 -0.01AL Berengena-Gavilan ETo 7:275T 5:242Tmin 1:857Tmax 0:269RH 0:0106n 30:114 Eq. 9 0.97 0.02SK Abtew ETo 1:266T 0:847Tmax 0:0392Rs 5:741 Eq. 10 1.00 -0.03RK Berengena-Gavilan ETo 0:462T 1:103Tmin 0:514Tmax 0:14RH 0:007n 19:425 Eq. 11 0.99 -0.19NK Stephens ETo 0:187T 0:0984Rs 1:356 Eq. 12 0.96 -0.02KH Abtew ETo 1:418T 0:991Tmax 0:17Rs 1:591 Eq. 13 0.98 0.03ZA Stephens ETo 0:13T 0:114Rs 0:977 Eq. 14 0.97 -0.02SE Stephens-Stewart ETo 0:138T 0:153Rs 2:356 Eq. 15 0.99 -0.03SB Jones-Ritchie ETo

    0:532Tmin

    0:163Tmax

    0:0197Rs

    4:986 Eq. 16 1.00 0.03

    FA Berengena-Gavilan ETo 0:67T 0:448Tmin 1:077Tmax 0:177RH 0:016n 18:701 Eq. 17 0.98 0.03QO Stephens ETo 0:154T 0:19Rs 2:987 Eq. 18 0.97 -0.04GH Stephens ETo 0:161T 0:122Rs 1:497 Eq. 19 0.98 -0.01KO Stephens ETo 0:158T 0:12Rs 1:358 Eq. 20 0.98 -0.01KE Abtew ETo 0:94T 0:587Tmax 0:00328Rs 4:611 Eq. 21 1.00 0.01KS Berengena-Gavilan ETo 4:086T 1:662Tmin 2:313Tmax 0:0041RH 0:0364n 0:926 Eq. 22 0.99 -0.15KB Stephens ETo 0:136T 0:139Rs 2:016 Eq. 23 0.98 -0.03GO Priestley-Taylor ETo 5:181T 2:562Tmin 2:455Tmax 0:261RH 0:0149n 20:204 Eq. 24 0.93 0.05GI Modified Priestley-Taylor ETo 2:078T 1:289Tmin 0:718Tmax 0:0845RH 0:00787n 4:459 Eq. 25 0.99 0.02LO Stephens ETo 0:164T 0:117Rs 1:853 Eq. 26 0.99 0.00MZ Modified Priestley-Taylor ETo 9:308T 4:547Tmin 4:672Tmax 0:234RH 0:00524n 19:347 Eq. 27 0.98 0.09

    MA Stephens ETo 0:

    119T 0:

    143Rs 1:

    69 Eq. 28 0.98 -0.01HO Stephens-Stewart ETo 0:162T 0:151Rs 3:118 Eq. 29 0.98 -0.05HA Stephens ETo 0:115T 0:132Rs 1:348 Eq. 30 0.98 -0.02YA Abtew ETo 1:343T 1:057Tmax 0:0719Rs 5:724 Eq. 31 1.00 0.00ETois the reference crop evapotranspiration (mm/day), Tis the average daily air temperature (C), u is the mean daily wind speed at 2 m (m/s),

    RHis the average relative humidity (%), Rsis the solar radiation (MJ/m2/day),n is the actual duration of sunshine (h), Tminis the minimum air

    temperature (C), and Tmax is the maximum air temperature (C)

    M. Valipour

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    Therefore, calibration is a necessary tool for modification

    of radiation-based methods to increase precision of estima-

    tion and to adapt the best methods to weather conditions

    (local conditions) of each province. In the methods cali-

    brated (Fig. 2), the Abtew (for YA) estimated the potential

    evapotranspiration better than the other methods.

    Fig. 2 Comparison of evapotranspiration calculated using FAO Penman-Montieth (FPM) with the best method calibrated for each province

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    3.4 Sensitive analysis for investigating variations

    of the methods

    The maps of annual average of weather parameters are

    useful not only for the mentioned categories but also for

    determining the best values of each parameter for which

    the best precision of the radiation-based methods is

    obtained (Table6).

    Table6 has been obtained using sensitive analysis of

    all weather parameters with respect to Fig. 3. According

    to Table6, the precision of the new formulas is different

    (e.g. 0.93 and 1.00 for the Priestley-Taylor-based modelin GO and AR, respectively). This underlines the impor-

    tant role of selection of the best model for a specified

    weather condition. Furthermore, we can see different

    ranges in the new formulas (Table 6). Therefore, we can

    use the mass transfer-based models for other regions (in

    other countries) based on Table6 with respect to their

    errors. The results are also useful for selecting the best

    model when we must apply mass transfer-based models

    based on available data.

    3.5 Studying the obtained error index in 31 provinces

    of Iran

    Figure3 was plotted to compare the error of the provinces.

    AlthoughR2 is more than 0.97 for 25 provinces, it is less

    than 0.93 for GO and it is 0.95 and 0.97 for EA and WA,

    respectively. This confirms that the categories are reliable

    and these two categories need to receive more attention due

    to specific weather conditions. Thus, we require other

    temperature, mass transfer, and pan evaporation-based

    models to estimate the reference crop evapotranspiration in

    these provinces. For instance, values of solar radiation areless than 23.6 MJ m-2 day-1 for NK, GO, EA and WA,

    hence the radiation-based methods may not be the best

    method for these provinces. It is revealed that only if we

    use the radiation-based methods for suitable (based on

    Table6) and specific (based on Fig. 3) weather conditions,

    the highest precision of estimating is obtained. Meanwhile,

    precision of estimating is more than 0.97 for the categories

    I, IV, and V (with the exception of AL and QO both 0.97).

    Therefore, according to the important role of irrigation and

    Fig. 3 The values of error index of the best calibrated method for each province

    M. Valipour

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    drainage (Mahdizadeh Khasraghi et al. 2014; Valipour

    2012e, f, g, h, i, j; Valipour 2012j, 2013d; Valipour and

    Montazar2012a,b, c), environmental (Valipour2013g,h;

    Valipour et al. 2012c, Valipour 2012d, 2013e, 2012d,

    2013a,2012a, Valipour et al. 2013b), and water resources

    management (Banihabib et al. 2012; Valipour 2012c;

    Valipour2012c,d; Valipour2013e; Valipour et al.2013b;

    Valipour 2013f; Valipour et al. 2012a; Valipour 2012b,Valipour et al. 2013c), selecting an appropriate evapo-

    transpiration equation has a highlighted effect to achieve

    sustainable agriculture (Valipour 2013a, b, c; Valipour

    2014a,b,c,d,e,f,g,h,i,j,t, u,v,w,x,y; Valipour et al.

    2013a, Valipour et al. 2014) in various climates.

    4 Conclusions

    In the present study, 22 radiation-based methods were used

    to estimate the potential evapotranspiration in 31 provinces

    of Iran.

    The precision of estimation by radiation-based methods

    is very sensitive to variations of the parameters used in

    each method. Thus, the coefficients of the radiation-based

    methods need to be adjusted based on weather conditions

    of each province.

    Only if the radiation-based methods are used for suitable

    and specific weather conditions (based on weather condi-

    tions and the categories), the highest precision of estima-

    tion is obtained.

    According to the results, calibration is a tool required

    to modify radiation-based methods to increase the pre-

    cision of estimation and to adapt the best methods to

    weather conditions (local conditions) of each province.

    In the methods calibrated, the Abtew estimates the

    potential evapotranspiration for YA better than the other

    methods.

    Precision of the methods calibrated has been increased

    in all provinces. The R2 values are less than 0.98 for only

    six provinces (WA, EA, GO, NK, AL, and QO).

    In the methods calibrated, the Abtew (for YA) estimated

    the potential evapotranspiration better than the other

    methods.

    The results are also usable for other countries with

    similar values of weather parameters.

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    information according to the progresses of agricultural knowl-

    edge. Agrotechnol S 10:e001. doi:10.4172/2168-9881.S10-e001

    Valipour M (2013d) Increasing irrigation efficiency by management

    strategies: cutback and surge irrigation. ARPN J Agr Biol Sci

    8(1):3543Valipour M (2013e) Use of surface water supply index to assessing of

    water resources management in colorado and oregon, US. Adv

    Agr Sci Eng Res 3(2):631640. http://ejournal.sedinst.com/

    index.php/agser/article/view/247

    Valipour M (2013f) Estimation of surface water supply index using

    snow water equivalent. Adv Agr Sci Eng Res 3(1):587602.

    http://ejournal.sedinst.com/index.php/agser/article/view/244

    Valipour M (2013g) Scrutiny of inflow to the drains applicable for

    improvement of soil environmental conditions. In: The First

    International Conference on Environmental Crises and its

    Solutions, Kish Island, Iran

    Valipour M (2013h) Comparison of different drainage systems usable

    for solution of environmental crises in soil. In: The First

    International Conference on Environmental Crises and its

    Solutions, Kish Island, Iran

    Valipour M (2014a) Drainage, waterlogging, and salinity. Arch Agron

    Soil Sci 60(12):16251640

    Valipour M (2014b) Future of agricultural water management in

    Americas. J Agr Res 54(2):245268

    Valipour M (2014c) Future of the area equipped for irrigation. Arch

    Agron Soil Sci 60(12):16411660

    Valipour M (2014d) Land use policy and agricultural water manage-

    ment of the previous half of century in Africa. Appl Water Sci.

    doi:10.1007/s13201-014-0199-1

    Valipour M (2014e) Future of agricultural water management in Europe

    based on socioeconomic indices. Acta Adv Agr Sci 2(7):118

    Valipour M (2014f) Pressure on renewable water resources by

    irrigation to 2060. Acta Adv Agr Sci 2(8):3242

    ValipourM (2014g)Future of agricultural watermanagementin Africa.

    Arch Agron Soil Sci. doi:10.1080/03650340.2014.961433

    Valipour M (2014h) Prediction of irrigated agriculture in Asia Pacific

    using FAO indices. Acta Adv Agr Sci 2(9):4053

    Valipour M (2014i) Runoff Long Term Study Using SARIMA and

    ARIMA Models in the US. Meteorol Applicat, Accepted

    Valipour M (2014j) Irrigation status of Americas. Acta Adv Agr Sci.

    Accepted

    Valipour M (2014k) Importance of solar radiation, temperature,

    relative humidity, and wind speed for calculation of reference

    evapotranspiration. Arch Agron Soil Sci. doi:10.1080/03650340.

    2014.925107

    Valipour M (2014l) Temperature analysis of reference evapotranspi-

    ration models. Meteorol Applicat. doi:10.1002/met.1465

    Valipour M (2014m) Application of new mass transfer formulae for

    computation of evapotranspiration. J Appl Water Eng Res

    2(1):3346

    Valipour M (2014n) Use of average data of 181 synoptic stations for

    estimation of reference crop evapotranspiration by temperature-

    based methods. Water Resour Manage 28(12):42374255

    Valipour M (2014o) Study of different climatic conditions to assess

    the role of solar radiation in reference crop evapotranspiration

    equations. Arch Agron Soil Sci. doi:10.1080/03650340.2014.

    941823

    Valipour M (2014p) Assessment of different equations to estimate

    potential evapotranspiration versus FAO Penman Monteith

    method. Acta Adv Agr Sci, Accepted

    Valipour M (2014q) Analysis of potential evapotranspiration using

    limited weather data. Appl Water Sci. doi:10.1007/s13201-014-

    0234-2

    Valipour M (2014r) Comparative evaluation of radiation-based

    methods for estimation of potential evapotranspiration.

    J Hydrol Eng. doi:10.1061/(ASCE)HE.1943-5584.0001066

    Valipour M (2014s) Investigation of Valiantzas evapotranspiration

    equation in Iran. Theor Appl Climatol. doi:10.1007/s00704-014-

    1240-x

    Valipour M (2014t) Handbook of water engineering problems. Fostercity, CA: OMICS Group eBooks. http://www.esciencecentral.

    org/ebooks/handbook-of-water-engineering-problems/pdf/hand

    book-of-water-engineering-problems.pdf

    Valipour M (2014u) Handbook of irrigation engineering problems.

    Foster city, CA: OMICS Group eBooks. http://www.escience

    central.org/ebooks/handbook-of-irrigation-engineering-problems/

    pdf/handbook-of-irrigation-engineering-problems.pdf

    Valipour M (2014v) Handbook of hydraulic engineering problems.

    Foster city, CA: OMICS Group eBooks. http://www.escience

    central.org/ebooks/handbook-of-hydraulic-engineering-problems/

    pdf/handbook-of-hydraulic-engineering-problems.pdf

    M. Valipour

    1 3

    http://www.theijes.com/papers/v1-i1/H011037043.pdfhttp://www.theijes.com/papers/v1-i1/H011037043.pdfhttp://omicsgroup.org/journals/necessity-of-irrigated-and-rainfed-agriculture-in-the-world-2168-9768.S9-e001.php?aid=12800http://omicsgroup.org/journals/necessity-of-irrigated-and-rainfed-agriculture-in-the-world-2168-9768.S9-e001.php?aid=12800http://omicsgroup.org/journals/necessity-of-irrigated-and-rainfed-agriculture-in-the-world-2168-9768.S9-e001.php?aid=12800http://dx.doi.org/10.4172/2168-9768.1000e114http://dx.doi.org/10.4172/2168-9768.1000e114http://dx.doi.org/10.4172/2168-9881.S10-e001http://ejournal.sedinst.com/index.php/agser/article/view/247http://ejournal.sedinst.com/index.php/agser/article/view/247http://ejournal.sedinst.com/index.php/agser/article/view/244http://dx.doi.org/10.1007/s13201-014-0199-1http://dx.doi.org/10.1080/03650340.2014.961433http://dx.doi.org/10.1080/03650340.2014.925107http://dx.doi.org/10.1080/03650340.2014.925107http://dx.doi.org/10.1002/met.1465http://dx.doi.org/10.1080/03650340.2014.941823http://dx.doi.org/10.1080/03650340.2014.941823http://dx.doi.org/10.1007/s13201-014-0234-2http://dx.doi.org/10.1007/s13201-014-0234-2http://dx.doi.org/10.1061/(ASCE)HE.1943-5584.0001066http://dx.doi.org/10.1007/s00704-014-1240-xhttp://dx.doi.org/10.1007/s00704-014-1240-xhttp://www.esciencecentral.org/ebooks/handbook-of-water-engineering-problems/pdf/handbook-of-water-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-water-engineering-problems/pdf/handbook-of-water-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-water-engineering-problems/pdf/handbook-of-water-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-irrigation-engineering-problems/pdf/handbook-of-irrigation-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-irrigation-engineering-problems/pdf/handbook-of-irrigation-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-irrigation-engineering-problems/pdf/handbook-of-irrigation-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydraulic-engineering-problems/pdf/handbook-of-hydraulic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydraulic-engineering-problems/pdf/handbook-of-hydraulic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydraulic-engineering-problems/pdf/handbook-of-hydraulic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydraulic-engineering-problems/pdf/handbook-of-hydraulic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydraulic-engineering-problems/pdf/handbook-of-hydraulic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydraulic-engineering-problems/pdf/handbook-of-hydraulic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-irrigation-engineering-problems/pdf/handbook-of-irrigation-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-irrigation-engineering-problems/pdf/handbook-of-irrigation-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-irrigation-engineering-problems/pdf/handbook-of-irrigation-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-water-engineering-problems/pdf/handbook-of-water-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-water-engineering-problems/pdf/handbook-of-water-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-water-engineering-problems/pdf/handbook-of-water-engineering-problems.pdfhttp://dx.doi.org/10.1007/s00704-014-1240-xhttp://dx.doi.org/10.1007/s00704-014-1240-xhttp://dx.doi.org/10.1061/(ASCE)HE.1943-5584.0001066http://dx.doi.org/10.1007/s13201-014-0234-2http://dx.doi.org/10.1007/s13201-014-0234-2http://dx.doi.org/10.1080/03650340.2014.941823http://dx.doi.org/10.1080/03650340.2014.941823http://dx.doi.org/10.1002/met.1465http://dx.doi.org/10.1080/03650340.2014.925107http://dx.doi.org/10.1080/03650340.2014.925107http://dx.doi.org/10.1080/03650340.2014.961433http://dx.doi.org/10.1007/s13201-014-0199-1http://ejournal.sedinst.com/index.php/agser/article/view/244http://ejournal.sedinst.com/index.php/agser/article/view/247http://ejournal.sedinst.com/index.php/agser/article/view/247http://dx.doi.org/10.4172/2168-9881.S10-e001http://dx.doi.org/10.4172/2168-9768.1000e114http://dx.doi.org/10.4172/2168-9768.1000e114http://omicsgroup.org/journals/necessity-of-irrigated-and-rainfed-agriculture-in-the-world-2168-9768.S9-e001.php?aid=12800http://omicsgroup.org/journals/necessity-of-irrigated-and-rainfed-agriculture-in-the-world-2168-9768.S9-e001.php?aid=12800http://omicsgroup.org/journals/necessity-of-irrigated-and-rainfed-agriculture-in-the-world-2168-9768.S9-e001.php?aid=12800http://www.theijes.com/papers/v1-i1/H011037043.pdfhttp://www.theijes.com/papers/v1-i1/H011037043.pdf
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    Valipour M (2014w) Handbook of hydrologic engineering problems.

    Foster city, CA: OMICS Group eBooks. http://www.escience

    central.org/ebooks/handbook-of-hydrologic-engineering-problems/

    pdf/handbook-of-hydrologic-engineering-problems.pdf

    Valipour M (2014x) Handbook of environmental engineering prob-

    lems. Foster city, CA: OMICS Group eBooks. http://www.

    esciencecentral.org/ebooks/handbook-of-environmental-engineer

    ing-problems/pdf/handbook-of-environmental-engineering-pro

    blems.pdf

    Valipour M (2014y) Handbook of drainage engineering problems.

    Foster city, CA: OMICS Group eBooks. http://www.escience

    central.org/ebooks/handbook-of-drainage-engineering-problems/

    pdf/handbook-of-drainage-engineering-problems.pdf

    Valipour M, Eslamian S (2014) Analysis of potential evapotranspi-

    ration using 11 modified temperature-based models. Int J Hydrol

    Sci Technol, Accepted

    Valipour M, Montazar AA (2012a) Optimize of all effective

    infiltration parameters in furrow irrigation using Visual Basic

    and Genetic Algorithm Programming. Aust J Basic Appl Sci

    6(6):132137

    Valipour M, Montazar AA (2012b) Sensitive analysis of optimized

    infiltration parameters in SWDC model. Adv Environ Biol

    6(9):25742581

    Valipour M, Montazar AA (2012c) An Evaluation of SWDC and

    WinSRFR Models to optimize of infiltration parameters in

    furrow irrigation. Am J Sci Res 69:128142

    Valipour M, Banihabib ME, Behbahani SMR (2012a) Monthly inflow

    forecasting using autoregressive artificial neural network. J Appl

    Sci 12(20):21392147

    Valipour M, Banihabib ME, Behbahani SMR (2012b) Parameters

    estimate of autoregressive moving average and autoregressive

    integrated moving average models and compare their ability for

    inflow forecasting. J Math Stat 8(3):330338

    Valipour M, Mousavi SM, Valipour R, Rezaei E (2012c) Air, water,

    and soil pollution study in industrial units using environmental

    flow diagram. J Basic Appl Sci Res 2(12):1236512372

    Valipour M, Mousavi SM, Valipour R, Rezaei E (2012d) SHCP: Soil

    Heat Calculator Program. IOSR J Appl Phys (IOSR-JAP)

    2(3):4450

    Valipour M, Mousavi SM, Valipour R, Rezaei E (2013a) A new

    approach for environmental crises and its solutions by computer

    modeling. In: The First International Conference on Environ-

    mental Crises and its Solutions, Kish Island, Iran

    Valipour M, Mousavi SM, Valipour R, Rezaei E (2013b) Deal with

    environmental challenges in civil and energy engineering

    projects using a new technology. J Civil Environ Eng 3(1):127.

    doi:10.4172/2165-784X.1000127

    Valipour M, Banihabib ME, Behbahani SMR (2013c) Comparison of

    the ARMA, ARIMA, and the autoregressive artificial neural

    network models in forecasting the monthly inflow of Dez dam

    reservoir. J Hydrol 476:433441

    Valipour M, Ziatabar Ahmadi M, Raeini-Sarjaz M, Gholami

    Sefidkouhi MA, Shahnazari A, Fazlola R, Darzi-Naftchali A

    (2014) Agricultural water management in the world during past

    half century. Arch Agron Soil Sci. doi:10.1080/03650340.2014.

    944903

    Xu CY, Singh VP (2000) Evaluation and generalization of radiation-

    based methods for calculating evaporation. Hydrol Process

    14:339349

    Xu CY, Singh VP (2002) Cross comparison of empirical equations for

    calculating potential evapotranspiration with data from Switzer-

    land. Water Resour Manage 16:197219

    Xu CY, Gong L, Jiang T, Chen D, Singh VP (2006) Analysis of

    spatial distribution and temporal trend of reference evapotrans-

    piration in Changjiang (Yangtze River) catchment. J Hydrol

    327:8193

    Xu CY, Singh VP, Chen YD, Chen D (2008) Evaporation and

    evapotranspiration. In: Singh VP (ed) Hydrology and hydraulics,

    1st edn. Water Resources Pubns, USA, pp 229276

    Xu J, Peng S, Ding J, Wei Q, Yu Y (2013) Evaluation and calibration

    of simple methods for daily reference evapotranspiration

    estimation in humid East China. Arch Agron Soil Sci

    59:845858

    Ye J, Guo A, Sun G (2009) Statistical analysis of reference

    evapotranspiration on the Tibetan Plateau. J Irrig Drain Eng

    135:134140

    Ye X, Li X, Liu J, Xu CY, Zhang Q (2014) Variation of reference

    evapotranspiration and its contributing climatic factors in the

    Poyang Lake catchment. Hydrol Process, China. doi:10.1002/

    hyp.10117

    Yoder RE, Odhiambo LO, Wright WC (2005) Evaluation of methods

    for estimating daily reference crop evapotranspiration at a site in

    the humid southeast US. Appl Eng Agr 21:197202

    Zhai L, Feng Q, Li Q, Xu C (2010) Comparison and modification of

    equations for calculating evapotranspiration (ET) with data from

    Gansu Province, Northwest China. Irrig Drain 59:477490

    Evaluation of radiation methods to study potential

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    http://www.esciencecentral.org/ebooks/handbook-of-hydrologic-engineering-problems/pdf/handbook-of-hydrologic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydrologic-engineering-problems/pdf/handbook-of-hydrologic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydrologic-engineering-problems/pdf/handbook-of-hydrologic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-drainage-engineering-problems/pdf/handbook-of-drainage-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-drainage-engineering-problems/pdf/handbook-of-drainage-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-drainage-engineering-problems/pdf/handbook-of-drainage-engineering-problems.pdfhttp://dx.doi.org/10.4172/2165-784X.1000127http://dx.doi.org/10.1080/03650340.2014.944903http://dx.doi.org/10.1080/03650340.2014.944903http://dx.doi.org/10.1002/hyp.10117http://dx.doi.org/10.1002/hyp.10117http://dx.doi.org/10.1002/hyp.10117http://dx.doi.org/10.1002/hyp.10117http://dx.doi.org/10.1080/03650340.2014.944903http://dx.doi.org/10.1080/03650340.2014.944903http://dx.doi.org/10.4172/2165-784X.1000127http://www.esciencecentral.org/ebooks/handbook-of-drainage-engineering-problems/pdf/handbook-of-drainage-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-drainage-engineering-problems/pdf/handbook-of-drainage-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-drainage-engineering-problems/pdf/handbook-of-drainage-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-environmental-engineering-problems/pdf/handbook-of-environmental-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydrologic-engineering-problems/pdf/handbook-of-hydrologic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydrologic-engineering-problems/pdf/handbook-of-hydrologic-engineering-problems.pdfhttp://www.esciencecentral.org/ebooks/handbook-of-hydrologic-engineering-problems/pdf/handbook-of-hydrologic-engineering-problems.pdf