Compatibility Assessment of Drip Irrigation Laterals

被引:3
|
作者
Gyasi-Agyei, Yeboah [1 ]
机构
[1] Cent Queensland Univ, Ctr Railway Engn, Fac Sci Engn & Hlth, Rockhampton, Qld 4702, Australia
关键词
Drip lateral; Irrigation; Hydraulics; Embankment; Railroad tracks; Parameter uncertainty; Compatibility; Transfer function; System approach; FIELD-SCALE ASSESSMENT; MINOR HEAD LOSSES; STEEP SLOPES; GRASS ESTABLISHMENT; PRESSURE LOSSES; EROSION CONTROL; FRICTION; MODELS; UNCERTAINTIES; PARAMETERS;
D O I
10.1061/(ASCE)IR.1943-4774.0000340
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
Emitters inserted in drip irrigation laterals cause local head loss, generally estimated as a product of a coefficient and the velocity head. This local head loss coefficient and the emitter discharge curve hydraulic parameters may exhibit considerable variability attributable to the manufacturing process. This paper provides a framework for assessing whether the variability in the hydraulic parameters could lead to significant differences in the performance of rolls of drip irrigation laterals from the same manufacturing batch. A system approach with inlet pressure as input, pressure distribution along the drip lateral and inlet discharge as outputs (or responses), and a drip lateral hydraulic model as the transfer function is explored. Within a Bayesian statistical framework of parameter uncertainty based on the Metropolis algorithm, the hydraulic parameters of pressure-compensating drip lateral rolls from the same manufacturing batch were inferred (calibrated). Overlapping of the space (region) of the hydraulic parameters of different drip laterals give an indication of compatibility (similarity) of the drip laterals. Results indicated that half of the drip lateral rolls tested were strongly compatible, a third were weakly compatible, and the remainder were not compatible with any other. This finding has significant ramifications in the design of drip irrigation lateral networks. Therefore, it is essential to closely examine the hydraulic properties of drip laterals for the design of drip irrigation networks to avoid poor performance of the system. DOI: 10.1061/(ASCE)IR.1943-4774.0000340. (C) 2011 American Society of Civil Engineers.
引用
收藏
页码:610 / 615
页数:6
相关论文
共 50 条
  • [1] Discussion of "Compatibility Assessment of Drip Irrigation Laterals" by Yeboah Gyasi-Agyei
    Yildirim, Gurol
    [J]. JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2015, 141 (02)
  • [3] Advances in designing drip irrigation laterals
    Baiamonte, Giorgio
    [J]. AGRICULTURAL WATER MANAGEMENT, 2018, 199 : 157 - 174
  • [4] Determining hydraulic characteristics in laterals and drip irrigation systems
    Chamba, Diego
    Zubelzu, Sergio
    Juana, Luis
    [J]. AGRICULTURAL WATER MANAGEMENT, 2019, 226
  • [5] COMPARISON OF EQUIPMENT FOR THE INSTALLATION AND RETRIEVAL OF DRIP IRRIGATION LATERALS
    COATES, W
    [J]. TRANSACTIONS OF THE ASAE, 1985, 28 (04): : 1173 - 1177
  • [6] An implement to install and retrieve surface drip irrigation laterals
    Zhu, H
    Butts, CL
    Lamb, MC
    Blankenship, PD
    [J]. APPLIED ENGINEERING IN AGRICULTURE, 2004, 20 (01) : 17 - 23
  • [7] A mobile application to calculate optimum drip irrigation laterals
    Sesma, J.
    Molina-Martinez, J. M.
    Cavas-Martinez, F.
    Fernandez-Pacheco, D. G.
    [J]. AGRICULTURAL WATER MANAGEMENT, 2015, 151 : 13 - 18
  • [8] Analytical equation for variation of discharge in drip irrigation laterals
    Ravikumar, V
    Ranganathan, CR
    Bosu, SS
    [J]. JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2003, 129 (04) : 295 - 298
  • [9] Simplified procedure to evaluate head losses in drip irrigation laterals
    Provenzano, G
    Pumo, D
    Di Dio, P
    [J]. JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2005, 131 (06) : 525 - 532
  • [10] Maximum length of subsurface drip irrigation laterals subjected to backpressure
    Thebaldi, Michael S.
    Rodrigues, Karina, V
    Tambo, Fidel Luis R.
    [J]. ANAIS DA ACADEMIA BRASILEIRA DE CIENCIAS, 2021, 93 (01):