Field Calibration of Flow over Tilting Weirs in Canals

Tilting weirs are widely used to regulate water levels in open channel irrigation systems and can also provide flow measurement capability that helps optimize irrigation efficiency and ensure equitable water distribution. This case study demonstrates adaptation of lab-based tilting weir ratings to field settings, where flow behavior is more complex. We compile and analyze an extensive data set derived from independent studies of five structures within three canal systems, featuring both lined and unlined channels with discharge ranging from 0.35 to 15 m3/s (12 to 530 ft3/s). Results indicate that lab-based rating equations can be calibrated to account for site-specific variations (channel roughness, flow separation, etc.) using a field correction factor, KF, applied to the discharge coefficient in the rating equation. The average KF value across the seven data sets was 0.92, an 8% reduction from the laboratory. The case study demonstrates that tilting weirs can serve multiple purposes in the field, offering both stage regulation and discharge measurement with mean absolute percentage errors of approximately ±6.2%. Guidelines are given for optimizing tilting weir performance within engineered canals and additional research needs are identified for addressing complex natural channels.

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Publication Details

Journal
Journal of Irrigation and Drainage Engineering
Published
2026-05-17
DOI
https://doi.org/10.1061/jidedh.ireng-10615
Primary Topic
Hydraulic flow and structures
Type
article
Field-Weighted Citation Impact
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article

Field Calibration of Flow over Tilting Weirs in Canals

Timothy K. Gates, Joseph E. Pugh, S. Karan Venayagamoorthy, Caner Kutlu
Journal of Irrigation and Drainage Engineering
Hydraulic flow and structures
article

Field Calibration of Flow over Tilting Weirs in Canals

Timothy K. Gates, Joseph E. Pugh, S. Karan Venayagamoorthy, Caner Kutlu
article en

Abstract

Tilting weirs are widely used to regulate water levels in open channel irrigation systems and can also provide flow measurement capability that helps optimize irrigation efficiency and ensure equitable water distribution. This case study demonstrates adaptation of lab-based tilting weir ratings to field settings, where flow behavior is more complex. We compile and analyze an extensive data set derived from independent studies of five structures within three canal systems, featuring both lined and unlined channels with discharge ranging from 0.35 to 15 m3/s (12 to 530 ft3/s). Results indicate that lab-based rating equations can be calibrated to account for site-specific variations (channel roughness, flow separation, etc.) using a field correction factor, KF, applied to the discharge coefficient in the rating equation. The average KF value across the seven data sets was 0.92, an 8% reduction from the laboratory. The case study demonstrates that tilting weirs can serve multiple purposes in the field, offering both stage regulation and discharge measurement with mean absolute percentage errors of approximately ±6.2%. Guidelines are given for optimizing tilting weir performance within engineered canals and additional research needs are identified for addressing complex natural channels.

Journal of Irrigation and Drainage EngineeringVol. 152(4)
Missouri University of Science and Technology (US), Verda Bio (United States) (US), State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering (CN), Colorado State University (US)
Clean water and sanitation
Openalex Percentile: Top 9%
Hydraulic flow and structures
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