Investigation of various volume–balance methods in surface irrigation

Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the P...
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Autor*in:	Maghferati, Hamid Reza [verfasserIn] Chari, Mohammad Mahdi [verfasserIn] Afrasiab, Peyman [verfasserIn] Delbari, Masoomeh [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2021

Schlagwörter:	Border irrigation Furrow irrigation Infiltration Advance time Volume–balance equation

Übergeordnetes Werk:	Enthalten in: Arabian journal of geosciences - Berlin : Springer, 2008, 14(2021), 4 vom: Feb.
Übergeordnetes Werk:	volume:14 ; year:2021 ; number:4 ; month:02

Links:	Volltext

DOI / URN:	10.1007/s12517-021-06505-9

Katalog-ID:	SPR043012256

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520			\|a Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased.
650		4	\|a Border irrigation \|7 (dpeaa)DE-He213
650		4	\|a Furrow irrigation \|7 (dpeaa)DE-He213
650		4	\|a Infiltration \|7 (dpeaa)DE-He213
650		4	\|a Advance time \|7 (dpeaa)DE-He213
650		4	\|a Volume–balance equation \|7 (dpeaa)DE-He213
700	1		\|a Chari, Mohammad Mahdi \|e verfasserin \|4 aut
700	1		\|a Afrasiab, Peyman \|e verfasserin \|4 aut
700	1		\|a Delbari, Masoomeh \|e verfasserin \|4 aut
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author_variant	h r m hr hrm m m c mm mmc p a pa m d md
matchkey_str	article:18667538:2021----::netgtoovrosoueaacmtosn
hierarchy_sort_str	2021
publishDate	2021
allfields	10.1007/s12517-021-06505-9 doi (DE-627)SPR043012256 (DE-599)SPRs12517-021-06505-9-e (SPR)s12517-021-06505-9-e DE-627 ger DE-627 rakwb eng 550 ASE Maghferati, Hamid Reza verfasserin aut Investigation of various volume–balance methods in surface irrigation 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased. Border irrigation (dpeaa)DE-He213 Furrow irrigation (dpeaa)DE-He213 Infiltration (dpeaa)DE-He213 Advance time (dpeaa)DE-He213 Volume–balance equation (dpeaa)DE-He213 Chari, Mohammad Mahdi verfasserin aut Afrasiab, Peyman verfasserin aut Delbari, Masoomeh verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 14(2021), 4 vom: Feb. (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:14 year:2021 number:4 month:02 https://dx.doi.org/10.1007/s12517-021-06505-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 14 2021 4 02
spelling	10.1007/s12517-021-06505-9 doi (DE-627)SPR043012256 (DE-599)SPRs12517-021-06505-9-e (SPR)s12517-021-06505-9-e DE-627 ger DE-627 rakwb eng 550 ASE Maghferati, Hamid Reza verfasserin aut Investigation of various volume–balance methods in surface irrigation 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased. Border irrigation (dpeaa)DE-He213 Furrow irrigation (dpeaa)DE-He213 Infiltration (dpeaa)DE-He213 Advance time (dpeaa)DE-He213 Volume–balance equation (dpeaa)DE-He213 Chari, Mohammad Mahdi verfasserin aut Afrasiab, Peyman verfasserin aut Delbari, Masoomeh verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 14(2021), 4 vom: Feb. (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:14 year:2021 number:4 month:02 https://dx.doi.org/10.1007/s12517-021-06505-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 14 2021 4 02
allfields_unstemmed	10.1007/s12517-021-06505-9 doi (DE-627)SPR043012256 (DE-599)SPRs12517-021-06505-9-e (SPR)s12517-021-06505-9-e DE-627 ger DE-627 rakwb eng 550 ASE Maghferati, Hamid Reza verfasserin aut Investigation of various volume–balance methods in surface irrigation 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased. Border irrigation (dpeaa)DE-He213 Furrow irrigation (dpeaa)DE-He213 Infiltration (dpeaa)DE-He213 Advance time (dpeaa)DE-He213 Volume–balance equation (dpeaa)DE-He213 Chari, Mohammad Mahdi verfasserin aut Afrasiab, Peyman verfasserin aut Delbari, Masoomeh verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 14(2021), 4 vom: Feb. (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:14 year:2021 number:4 month:02 https://dx.doi.org/10.1007/s12517-021-06505-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 14 2021 4 02
allfieldsGer	10.1007/s12517-021-06505-9 doi (DE-627)SPR043012256 (DE-599)SPRs12517-021-06505-9-e (SPR)s12517-021-06505-9-e DE-627 ger DE-627 rakwb eng 550 ASE Maghferati, Hamid Reza verfasserin aut Investigation of various volume–balance methods in surface irrigation 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased. Border irrigation (dpeaa)DE-He213 Furrow irrigation (dpeaa)DE-He213 Infiltration (dpeaa)DE-He213 Advance time (dpeaa)DE-He213 Volume–balance equation (dpeaa)DE-He213 Chari, Mohammad Mahdi verfasserin aut Afrasiab, Peyman verfasserin aut Delbari, Masoomeh verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 14(2021), 4 vom: Feb. (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:14 year:2021 number:4 month:02 https://dx.doi.org/10.1007/s12517-021-06505-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 14 2021 4 02
allfieldsSound	10.1007/s12517-021-06505-9 doi (DE-627)SPR043012256 (DE-599)SPRs12517-021-06505-9-e (SPR)s12517-021-06505-9-e DE-627 ger DE-627 rakwb eng 550 ASE Maghferati, Hamid Reza verfasserin aut Investigation of various volume–balance methods in surface irrigation 2021 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased. Border irrigation (dpeaa)DE-He213 Furrow irrigation (dpeaa)DE-He213 Infiltration (dpeaa)DE-He213 Advance time (dpeaa)DE-He213 Volume–balance equation (dpeaa)DE-He213 Chari, Mohammad Mahdi verfasserin aut Afrasiab, Peyman verfasserin aut Delbari, Masoomeh verfasserin aut Enthalten in Arabian journal of geosciences Berlin : Springer, 2008 14(2021), 4 vom: Feb. (DE-627)572421877 (DE-600)2438771-X 1866-7538 nnns volume:14 year:2021 number:4 month:02 https://dx.doi.org/10.1007/s12517-021-06505-9 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_381 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 14 2021 4 02
language	English
source	Enthalten in Arabian journal of geosciences 14(2021), 4 vom: Feb. volume:14 year:2021 number:4 month:02
sourceStr	Enthalten in Arabian journal of geosciences 14(2021), 4 vom: Feb. volume:14 year:2021 number:4 month:02
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	Border irrigation Furrow irrigation Infiltration Advance time Volume–balance equation
dewey-raw	550
isfreeaccess_bool	false
container_title	Arabian journal of geosciences
authorswithroles_txt_mv	Maghferati, Hamid Reza @@aut@@ Chari, Mohammad Mahdi @@aut@@ Afrasiab, Peyman @@aut@@ Delbari, Masoomeh @@aut@@
publishDateDaySort_date	2021-02-01T00:00:00Z
hierarchy_top_id	572421877
dewey-sort	3550
id	SPR043012256
language_de	englisch
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The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Border irrigation</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Furrow irrigation</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Infiltration</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Advance time</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">Volume–balance equation</subfield><subfield code="7">(dpeaa)DE-He213</subfield></datafield><datafield tag="700" ind1="1" ind2=" "><subfield code="a">Chari, Mohammad 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author	Maghferati, Hamid Reza
spellingShingle	Maghferati, Hamid Reza ddc 550 misc Border irrigation misc Furrow irrigation misc Infiltration misc Advance time misc Volume–balance equation Investigation of various volume–balance methods in surface irrigation
authorStr	Maghferati, Hamid Reza
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illustrated	Not Illustrated
issn	1866-7538
topic_title	550 ASE Investigation of various volume–balance methods in surface irrigation Border irrigation (dpeaa)DE-He213 Furrow irrigation (dpeaa)DE-He213 Infiltration (dpeaa)DE-He213 Advance time (dpeaa)DE-He213 Volume–balance equation (dpeaa)DE-He213
topic	ddc 550 misc Border irrigation misc Furrow irrigation misc Infiltration misc Advance time misc Volume–balance equation
topic_unstemmed	ddc 550 misc Border irrigation misc Furrow irrigation misc Infiltration misc Advance time misc Volume–balance equation
topic_browse	ddc 550 misc Border irrigation misc Furrow irrigation misc Infiltration misc Advance time misc Volume–balance equation
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hierarchy_parent_title	Arabian journal of geosciences
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title	Investigation of various volume–balance methods in surface irrigation
ctrlnum	(DE-627)SPR043012256 (DE-599)SPRs12517-021-06505-9-e (SPR)s12517-021-06505-9-e
title_full	Investigation of various volume–balance methods in surface irrigation
author_sort	Maghferati, Hamid Reza
journal	Arabian journal of geosciences
journalStr	Arabian journal of geosciences
lang_code	eng
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author_browse	Maghferati, Hamid Reza Chari, Mohammad Mahdi Afrasiab, Peyman Delbari, Masoomeh
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class	550 ASE
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author-letter	Maghferati, Hamid Reza
doi_str_mv	10.1007/s12517-021-06505-9
dewey-full	550
author2-role	verfasserin
title_sort	investigation of various volume–balance methods in surface irrigation
title_auth	Investigation of various volume–balance methods in surface irrigation
abstract	Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased.
abstractGer	Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased.
abstract_unstemmed	Abstract Prediction of the water advance phase and infiltration rate is of crucial importance for the design of surface irrigation. The volume–balance model is applied to specify the parameters of infiltration and advance rate. The present research aims to present a volume–balance equation for the Philip infiltration equation using the new two-point method and to compare the proposed method with seven other ones including Elliott-Walker, Ebrahimian-Shepard, Shepard, Valiantaz, Infilt, Mailapalli, and scaling method among others. To satisfy this end, the measured data for six furrows and six borders were considered. The methods described in border irrigation were more accurate than that of furrow irrigation. The results showed that the accuracy of the new two points, Elliott-Walker and Infilt methods, was higher than the other ones. The proposed new two-point’s method has been found as the most appropriate method because it does not require to calculate base infiltration. Also, it requires less input data than Infilt and Elliott-Walker. The accuracy of scaling method was less than other methods but its simplicity is superior to other methods. According to the results, if the furrow end point is used to calculate the scaling factor in the scaling method, the accuracy of this method will be significantly increased.
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container_issue	4
title_short	Investigation of various volume–balance methods in surface irrigation
url	https://dx.doi.org/10.1007/s12517-021-06505-9
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author2	Chari, Mohammad Mahdi Afrasiab, Peyman Delbari, Masoomeh
author2Str	Chari, Mohammad Mahdi Afrasiab, Peyman Delbari, Masoomeh
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doi_str	10.1007/s12517-021-06505-9
up_date	2024-07-03T16:08:22.110Z
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Investigation of various volume–balance methods in surface irrigation

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