Temporal variation of Manning roughness coefficient in furrow irrigation and its relationship with various field parameters

This research aimed to ascertain the Manning roughness coefficient ( n ) and explore the impact of various factors on it across different phases and irrigation events. The Manning’s n for furrow irrigation was determined in the advance, storage, and whole irrigation phases utilizing the SIPAR_ID mod...

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Published in:	Applied water science Vol. 15; no. 1; pp. 7 - 19
Main Authors:	Rad, Hadi Rezaei, Ebrahimian, Hamed, Liaghat, Abdolmajid, Khalaji, Fatemeh, Arani, Mahshid Shabani
Format:	Journal Article
Language:	English
Published:	Cham Springer International Publishing 01.01.2025 Springer Nature B.V SpringerOpen
Subjects:	Advance phase Aquatic Pollution Clay Clay loam Comparative Law Correlation Earth and Environmental Science Earth Sciences Furrow irrigation High flow Hydrogeology Industrial and Production Engineering Inflow International & Foreign Law Irrigation Loam Manning roughness coefficient Mannings equation Moisture content Nanotechnology Original Article Parameter identification Parameters Phases Private International Law Roughness Roughness coefficient SIPAR_ID Soil moisture Soil texture Statistical analysis Statistical tests Storage phase Temporal variations Waste Water Technology Water Industry/Water Technologies Water Management Water Pollution Control WinSRFR Manning roughness coefficient SIPAR_ID Advance phase Storage phase WinSRFR
ISSN:	2190-5487, 2190-5495
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Abstract	This research aimed to ascertain the Manning roughness coefficient ( n ) and explore the impact of various factors on it across different phases and irrigation events. The Manning’s n for furrow irrigation was determined in the advance, storage, and whole irrigation phases utilizing the SIPAR_ID model, Manning equation, and WinSRFR software, respectively. Parameters affecting the Manning’ n were identified through Pearson and Kendall tests. The study involved measuring the Manning’s n under six distinct inflow rates, classified as low and high flows. Three irrigation events (first to third), advance and storage phases, two irrigation intervals, and two soil textures (Clay loam and Silty clay loam) were considered. Results indicated that the Manning’s n ranged from 0.017 to 0.636, 0.015 to 0.317, and 0.015 to 0.34 in the advance, storage, and whole irrigation phases during the first to third irrigation events, with mean values of 0.083, 0.054, and 0.055, respectively. Higher roughness coefficients were observed in the advance phase. Additionally, findings suggested that if the advance phase is short relative to the total irrigation time, the Manning’s n from the advance phase can be applied to the whole irrigation event without separate consideration for storage phase roughness. Pearson and Kendall statistical tests revealed that the Manning roughness coefficient during the entire irrigation event was strongly correlated with advance time (r = 0.65, p < 0.01) and moderately correlated with inflow and outflow rates, as well as initial soil moisture and cross-sectional flow area. A weak correlation was observed between the roughness coefficient and the furrow slope (r = 0.238). During the storage phase, advance time had the strongest positive correlation with roughness, while inflow rate had a weak negative correlation (r = −0.31).
AbstractList	This research aimed to ascertain the Manning roughness coefficient ( n ) and explore the impact of various factors on it across different phases and irrigation events. The Manning’s n for furrow irrigation was determined in the advance, storage, and whole irrigation phases utilizing the SIPAR_ID model, Manning equation, and WinSRFR software, respectively. Parameters affecting the Manning’ n were identified through Pearson and Kendall tests. The study involved measuring the Manning’s n under six distinct inflow rates, classified as low and high flows. Three irrigation events (first to third), advance and storage phases, two irrigation intervals, and two soil textures (Clay loam and Silty clay loam) were considered. Results indicated that the Manning’s n ranged from 0.017 to 0.636, 0.015 to 0.317, and 0.015 to 0.34 in the advance, storage, and whole irrigation phases during the first to third irrigation events, with mean values of 0.083, 0.054, and 0.055, respectively. Higher roughness coefficients were observed in the advance phase. Additionally, findings suggested that if the advance phase is short relative to the total irrigation time, the Manning’s n from the advance phase can be applied to the whole irrigation event without separate consideration for storage phase roughness. Pearson and Kendall statistical tests revealed that the Manning roughness coefficient during the entire irrigation event was strongly correlated with advance time (r = 0.65, p < 0.01) and moderately correlated with inflow and outflow rates, as well as initial soil moisture and cross-sectional flow area. A weak correlation was observed between the roughness coefficient and the furrow slope (r = 0.238). During the storage phase, advance time had the strongest positive correlation with roughness, while inflow rate had a weak negative correlation (r = −0.31). Abstract This research aimed to ascertain the Manning roughness coefficient (n) and explore the impact of various factors on it across different phases and irrigation events. The Manning’s n for furrow irrigation was determined in the advance, storage, and whole irrigation phases utilizing the SIPAR_ID model, Manning equation, and WinSRFR software, respectively. Parameters affecting the Manning’ n were identified through Pearson and Kendall tests. The study involved measuring the Manning’s n under six distinct inflow rates, classified as low and high flows. Three irrigation events (first to third), advance and storage phases, two irrigation intervals, and two soil textures (Clay loam and Silty clay loam) were considered. Results indicated that the Manning’s n ranged from 0.017 to 0.636, 0.015 to 0.317, and 0.015 to 0.34 in the advance, storage, and whole irrigation phases during the first to third irrigation events, with mean values of 0.083, 0.054, and 0.055, respectively. Higher roughness coefficients were observed in the advance phase. Additionally, findings suggested that if the advance phase is short relative to the total irrigation time, the Manning’s n from the advance phase can be applied to the whole irrigation event without separate consideration for storage phase roughness. Pearson and Kendall statistical tests revealed that the Manning roughness coefficient during the entire irrigation event was strongly correlated with advance time (r = 0.65, p < 0.01) and moderately correlated with inflow and outflow rates, as well as initial soil moisture and cross-sectional flow area. A weak correlation was observed between the roughness coefficient and the furrow slope (r = 0.238). During the storage phase, advance time had the strongest positive correlation with roughness, while inflow rate had a weak negative correlation (r = −0.31). This research aimed to ascertain the Manning roughness coefficient (n) and explore the impact of various factors on it across different phases and irrigation events. The Manning’s n for furrow irrigation was determined in the advance, storage, and whole irrigation phases utilizing the SIPAR_ID model, Manning equation, and WinSRFR software, respectively. Parameters affecting the Manning’ n were identified through Pearson and Kendall tests. The study involved measuring the Manning’s n under six distinct inflow rates, classified as low and high flows. Three irrigation events (first to third), advance and storage phases, two irrigation intervals, and two soil textures (Clay loam and Silty clay loam) were considered. Results indicated that the Manning’s n ranged from 0.017 to 0.636, 0.015 to 0.317, and 0.015 to 0.34 in the advance, storage, and whole irrigation phases during the first to third irrigation events, with mean values of 0.083, 0.054, and 0.055, respectively. Higher roughness coefficients were observed in the advance phase. Additionally, findings suggested that if the advance phase is short relative to the total irrigation time, the Manning’s n from the advance phase can be applied to the whole irrigation event without separate consideration for storage phase roughness. Pearson and Kendall statistical tests revealed that the Manning roughness coefficient during the entire irrigation event was strongly correlated with advance time (r = 0.65, p < 0.01) and moderately correlated with inflow and outflow rates, as well as initial soil moisture and cross-sectional flow area. A weak correlation was observed between the roughness coefficient and the furrow slope (r = 0.238). During the storage phase, advance time had the strongest positive correlation with roughness, while inflow rate had a weak negative correlation (r = −0.31).
ArticleNumber	7
Author	Liaghat, Abdolmajid Arani, Mahshid Shabani Rad, Hadi Rezaei Khalaji, Fatemeh Ebrahimian, Hamed
Author_xml	– sequence: 1 givenname: Hadi Rezaei surname: Rad fullname: Rad, Hadi Rezaei organization: Department of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, University of Tehran – sequence: 2 givenname: Hamed orcidid: 0000-0002-7338-4872 surname: Ebrahimian fullname: Ebrahimian, Hamed email: ebrahimian@ut.ac.ir organization: Department of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, University of Tehran – sequence: 3 givenname: Abdolmajid surname: Liaghat fullname: Liaghat, Abdolmajid organization: Department of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, University of Tehran – sequence: 4 givenname: Fatemeh surname: Khalaji fullname: Khalaji, Fatemeh organization: Department of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, University of Tehran – sequence: 5 givenname: Mahshid Shabani surname: Arani fullname: Arani, Mahshid Shabani organization: Department of Irrigation and Reclamation Engineering, College of Agriculture and Natural Resources, University of Tehran
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Snippet	This research aimed to ascertain the Manning roughness coefficient ( n ) and explore the impact of various factors on it across different phases and irrigation... This research aimed to ascertain the Manning roughness coefficient (n) and explore the impact of various factors on it across different phases and irrigation... Abstract This research aimed to ascertain the Manning roughness coefficient (n) and explore the impact of various factors on it across different phases and...
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SubjectTerms	Advance phase Aquatic Pollution Clay Clay loam Comparative Law Correlation Earth and Environmental Science Earth Sciences Furrow irrigation High flow Hydrogeology Industrial and Production Engineering Inflow International & Foreign Law Irrigation Loam Manning roughness coefficient Mannings equation Moisture content Nanotechnology Original Article Parameter identification Parameters Phases Private International Law Roughness Roughness coefficient SIPAR_ID Soil moisture Soil texture Statistical analysis Statistical tests Storage phase Temporal variations Waste Water Technology Water Industry/Water Technologies Water Management Water Pollution Control WinSRFR
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Title	Temporal variation of Manning roughness coefficient in furrow irrigation and its relationship with various field parameters
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