Pressure Distribution on Center Pivot Lateral Lines: Analytical Models Compared to EPANET 2.0Source: Journal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 008Author:Victor Buono Silva Baptista
,
Alberto Colombo
,
Brenon D. S. Barbosa
,
Lívia A. Alvarenga
,
Adriano Valentim Diotto
DOI: 10.1061/(ASCE)IR.1943-4774.0001488Publisher: ASCE
Abstract: The analysis of friction head-loss spatial distribution along center pivot lateral lines represents an important step when evaluating energy-use efficiency of center pivot irrigation systems. This work compares head-loss spatial distribution along center pivot lateral lines computed with the hydraulic simulator EPANET 2.0 with head-loss spatial distribution predicted by four different analytical models. For the different center pivot lateral line configurations considered in this study, two different sets of friction head-loss values were analyzed. These two sets represent head-loss estimates obtained with different values of the flow rate exponent (α) in two main friction head-loss equations: Darcy–Weisbach (α=2) and Hazen–Williams (α=1.852). On both sets, the four analytical solutions assessed in the current work estimated head-loss values similar to those computed by the hydraulic simulator EPANET 2.0. These results show that the detailed description of flow rate distribution along the center pivot lateral line required by the numerical method did not improve the accuracy of the calculated head-loss distribution. On the data set of values produced by using the Hazen–Williams head-loss equation, the analytical solution associated with the most complex mathematical expression provided the lowest deviation in relation to head-loss values computed by EPANET 2.0. On the data set of values produced by using the Darcy–Weisbach head-loss equation, assuming a fully turbulent flow regime, the four analytical models presented the same deviation in relation to the values computed by EPANET 2.0.
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| contributor author | Victor Buono Silva Baptista | |
| contributor author | Alberto Colombo | |
| contributor author | Brenon D. S. Barbosa | |
| contributor author | Lívia A. Alvarenga | |
| contributor author | Adriano Valentim Diotto | |
| date accessioned | 2022-01-30T20:42:39Z | |
| date available | 2022-01-30T20:42:39Z | |
| date issued | 8/1/2020 12:00:00 AM | |
| identifier other | %28ASCE%29IR.1943-4774.0001488.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4266983 | |
| description abstract | The analysis of friction head-loss spatial distribution along center pivot lateral lines represents an important step when evaluating energy-use efficiency of center pivot irrigation systems. This work compares head-loss spatial distribution along center pivot lateral lines computed with the hydraulic simulator EPANET 2.0 with head-loss spatial distribution predicted by four different analytical models. For the different center pivot lateral line configurations considered in this study, two different sets of friction head-loss values were analyzed. These two sets represent head-loss estimates obtained with different values of the flow rate exponent (α) in two main friction head-loss equations: Darcy–Weisbach (α=2) and Hazen–Williams (α=1.852). On both sets, the four analytical solutions assessed in the current work estimated head-loss values similar to those computed by the hydraulic simulator EPANET 2.0. These results show that the detailed description of flow rate distribution along the center pivot lateral line required by the numerical method did not improve the accuracy of the calculated head-loss distribution. On the data set of values produced by using the Hazen–Williams head-loss equation, the analytical solution associated with the most complex mathematical expression provided the lowest deviation in relation to head-loss values computed by EPANET 2.0. On the data set of values produced by using the Darcy–Weisbach head-loss equation, assuming a fully turbulent flow regime, the four analytical models presented the same deviation in relation to the values computed by EPANET 2.0. | |
| publisher | ASCE | |
| title | Pressure Distribution on Center Pivot Lateral Lines: Analytical Models Compared to EPANET 2.0 | |
| type | Journal Paper | |
| journal volume | 146 | |
| journal issue | 8 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)IR.1943-4774.0001488 | |
| page | 12 | |
| tree | Journal of Irrigation and Drainage Engineering:;2020:;Volume ( 146 ):;issue: 008 | |
| contenttype | Fulltext |