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Hydraulic studies of the irrigation module of combined irrigation systems

Authors :
Mikhail N. Lytov
Source :
Мелиорация и гидротехника, Vol 14, Iss 2, Pp 74-93 (2024)
Publication Year :
2024
Publisher :
Russian Scientific Research Institute of Land Improvement Problems, 2024.

Abstract

Purpose: to state hydraulic characteristics and determine priority directions for improving the irrigation module design for combined drip and micro-sprinkler irrigation. Materials and methods. The study is based on the joint use of theoretical methods – a well-known mathematical model for calculating the hydraulic characteristics of the irrigation module and experiment, which allows assessing the problem state and scale solutions in any necessary proportions. Results. According to calculations, the uniformity of watering is maintained at an acceptable level at a lower head level in the range of 1.56–1.68 atm when installing six microsprinklers on a drip line. When installing eight sprinklers, the water head along the length of the drip pipeline decreased to an unacceptable 1.39–1.40 atm. Experimental studies have shown that there is only an option with two sprinklers installed on the pipeline above the level of 1.5 atm. Already with the installation of four sprinklers, the water head along the length of the pipeline decreased to 1.45–1.47 atm. At the same time, the variation in the actual microsprinkler performance reached 16 % or more. The discrepancy between experimental and model data is explained by the fact that the calculation model does not fully take into account local resistances that arise when connecting sprinklers. Conclusions. Two main reasons of the increased uneven distribution of irrigation water over the irrigated area have been identified. The first reason is a significant increase in water flow in the irrigation pipeline when emitters and sprinklers work together. The solution to this problem is to develop structures that make it possible to separate the water flow through emitters and through sprinklers in time. The second reason is an increase in local resistance in the water diversion units to the sprinklers. The solution to this problem is to develop special water diversion structures that would be characterized by minimal local resistance.

Details

Language :
Russian
ISSN :
27129357
Volume :
14
Issue :
2
Database :
Directory of Open Access Journals
Journal :
Мелиорация и гидротехника
Publication Type :
Academic Journal
Accession number :
edsdoj.f6c8c5e581c546efa79f835baf6bc7f7
Document Type :
article
Full Text :
https://doi.org/10.31774/2712-9357-2024-14-2-74-93