Validity of the Theory of Probability in On-Demand Irrigation Networks

被引:2
作者
Mavropoulos, T. I. [1 ]
Lotidi, P. A. [2 ]
机构
[1] TEI Western Macedonia Greece, Mesoupoleos 1, Ptolemais 50200, Greece
[2] Natl Tech Univ Athens NTUA, Rural & Surveying Engn, Kleomenous 33, Athens 10676, Greece
关键词
Demand distribution; New formula of demand; Homogeneous population; Flow limiter;
D O I
10.1061/(ASCE)IR.1943-4774.0001073
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The experimental procedure largely verified the validity of the theory of probability in on-demand irrigation networks. The irrigation water demand, during periods of high requirement, in the region's network of the irrigation pumping station sigma 9, in the three years from 1988 to 1990, followed the five distributions: Erlang, gamma, lognormal, normal, and Weibull, in four of the total six data sets. The Erlang, gamma, lognormal, and Weibull distributions fit well to four data sets of the years from 1988 to 1990, whereas the normal distribution fits well also to four data sets but only of the two year period 1988-1989. The new demand formula approximates better the irrigation water demand in the peak consumption period. In a network with conduit of very small slope and use of self-propelled sprinklers with operating characteristics adapted to the hydraulic conditions of the network, the population of outlets may be uniform in the provision without a flow limiter, when there is discipline among the users. The same crop in the same plain area with specific local climate, small general slope, and high territorial homogeneity can significantly alter the demand for irrigation water in time, which favors the randomization of demand over time. (C) 2016 American Society of Civil Engineers.
引用
收藏
页数:8
相关论文
共 15 条
[1]  
[Anonymous], RIV IRRIG DREN
[2]  
Bonnal C., 1966, MANUAL COLLECTIVE SP
[3]  
CAMACHO E, 1998, ACT 4 C INT ING PROY, P1629
[4]  
Clement R., 1963, IRRIGAZIONE, V4, P23
[5]  
Clement R., 1955, CALCUL DEBITS CANALI
[6]  
Clement R., 1966, La Houille Blanche, V5, P553, DOI DOI 10.1051/LHB/1966034
[7]   Model to forecast maximum flows in on-demand irrigation distribution networks [J].
Diaz, J. A. Rodriguez ;
Poyato, E. Camacho ;
Luque, R. Lopez .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2007, 133 (03) :222-231
[8]  
Efstratiadis G. A., 1960, IRRIGAZIONE, V4, P8
[9]  
Mavropoulos T. I., 1996, P 2 PANH C RECL PROJ
[10]  
Mavropoulos T. I., 1997, GEOTECH SCI ISSUES, V8, P46