Experimental and field verifications of radial gates as flow measurement structures

Radial gates are common structures in irrigation projects. This paper presents some theory-based equations for explicit estimation of the discharge from a radial gate under free and submerged flow conditions using energy and momentum (E-M) principles. The proposed equations were calibrated using ext...

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Autores principales: Hossein Khalili Shayan, Javad Farhoudi, Alireza Vatankhah
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Lenguaje:EN
Publicado: IWA Publishing 2021
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spelling oai:doaj.org-article:d9f53b6d9de5409997d0ae014d008c7f2021-11-06T10:08:38ZExperimental and field verifications of radial gates as flow measurement structures1606-97491607-079810.2166/ws.2021.071https://doaj.org/article/d9f53b6d9de5409997d0ae014d008c7f2021-09-01T00:00:00Zhttp://ws.iwaponline.com/content/21/6/3057https://doaj.org/toc/1606-9749https://doaj.org/toc/1607-0798Radial gates are common structures in irrigation projects. This paper presents some theory-based equations for explicit estimation of the discharge from a radial gate under free and submerged flow conditions using energy and momentum (E-M) principles. The proposed equations were calibrated using extensive experimental data collected from the literature and this study for three types of radial gate under free and submerged flow conditions. The submergence threshold of radial gates is concluded, based on the concepts of hydraulic jump and the intersection of free and submerged head-discharge curves. The results indicated that the error in estimating the discharge increases under transition ( − 2.5 ≤ Sr% ≤ + 2.5), gate lip (1 < y0/w ≤ 2), and high submerged (yt/y0 ≥ 0.95) flow conditions. However, in these flow limit conditions, the discharge error can be considerably decreased by adjusting the tailwater depth to flow depth just after the gate and using the energy equation for the sections before and after the gate. The efficiency of the proposed methods was evaluated based on the data series from field measurements of radial gates in 29 check structures at irrigation canals in the United States and Iran. The results showed that the discharge could be estimated using the proposed equations in field conditions with acceptable accuracy. HIGHLIGHTS Development of an analytical solution for estimating the discharge of radial gates under free and submerged flow conditions.; Evaluation of different methods for discharge estimating of radial gates.; Evaluation of different methods for identifying the flow condition.; Development of some analytical equations for submergence threshold of radial gates based on the concept of the intersection of free and submerged flow curves.;Hossein Khalili ShayanJavad FarhoudiAlireza VatankhahIWA Publishingarticledischargeenergy-momentum methodradial gatesubmergence thresholdWater supply for domestic and industrial purposesTD201-500River, lake, and water-supply engineering (General)TC401-506ENWater Supply, Vol 21, Iss 6, Pp 3057-3079 (2021)
institution DOAJ
collection DOAJ
language EN
topic discharge
energy-momentum method
radial gate
submergence threshold
Water supply for domestic and industrial purposes
TD201-500
River, lake, and water-supply engineering (General)
TC401-506
spellingShingle discharge
energy-momentum method
radial gate
submergence threshold
Water supply for domestic and industrial purposes
TD201-500
River, lake, and water-supply engineering (General)
TC401-506
Hossein Khalili Shayan
Javad Farhoudi
Alireza Vatankhah
Experimental and field verifications of radial gates as flow measurement structures
description Radial gates are common structures in irrigation projects. This paper presents some theory-based equations for explicit estimation of the discharge from a radial gate under free and submerged flow conditions using energy and momentum (E-M) principles. The proposed equations were calibrated using extensive experimental data collected from the literature and this study for three types of radial gate under free and submerged flow conditions. The submergence threshold of radial gates is concluded, based on the concepts of hydraulic jump and the intersection of free and submerged head-discharge curves. The results indicated that the error in estimating the discharge increases under transition ( − 2.5 ≤ Sr% ≤ + 2.5), gate lip (1 < y0/w ≤ 2), and high submerged (yt/y0 ≥ 0.95) flow conditions. However, in these flow limit conditions, the discharge error can be considerably decreased by adjusting the tailwater depth to flow depth just after the gate and using the energy equation for the sections before and after the gate. The efficiency of the proposed methods was evaluated based on the data series from field measurements of radial gates in 29 check structures at irrigation canals in the United States and Iran. The results showed that the discharge could be estimated using the proposed equations in field conditions with acceptable accuracy. HIGHLIGHTS Development of an analytical solution for estimating the discharge of radial gates under free and submerged flow conditions.; Evaluation of different methods for discharge estimating of radial gates.; Evaluation of different methods for identifying the flow condition.; Development of some analytical equations for submergence threshold of radial gates based on the concept of the intersection of free and submerged flow curves.;
format article
author Hossein Khalili Shayan
Javad Farhoudi
Alireza Vatankhah
author_facet Hossein Khalili Shayan
Javad Farhoudi
Alireza Vatankhah
author_sort Hossein Khalili Shayan
title Experimental and field verifications of radial gates as flow measurement structures
title_short Experimental and field verifications of radial gates as flow measurement structures
title_full Experimental and field verifications of radial gates as flow measurement structures
title_fullStr Experimental and field verifications of radial gates as flow measurement structures
title_full_unstemmed Experimental and field verifications of radial gates as flow measurement structures
title_sort experimental and field verifications of radial gates as flow measurement structures
publisher IWA Publishing
publishDate 2021
url https://doaj.org/article/d9f53b6d9de5409997d0ae014d008c7f
work_keys_str_mv AT hosseinkhalilishayan experimentalandfieldverificationsofradialgatesasflowmeasurementstructures
AT javadfarhoudi experimentalandfieldverificationsofradialgatesasflowmeasurementstructures
AT alirezavatankhah experimentalandfieldverificationsofradialgatesasflowmeasurementstructures
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