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Publication Date
Sat Nov 01 2025
Journal Name
Iop Conference Series: Earth And Environmental Science
Volume
1545
DOI
10.1088/1755-1315/1545/1/012102
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Improving the Hydraulic Performance of Bani-Hassan Canal by Using Submerged Weir
Nabaa Ayyad Haleem
Ali Omran Al-Sulttani
Ameen Mohammed Salih Ameen
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Abstract<p> A submerged weir is a hydraulic structure utilized to control flow in canals and rivers. Water scarcity is a persistent issue in Iraq, especially during the dry season when irrigation withdrawals reduce downstream water levels in canals (Water is lost from irrigation canals due to seepage, evaporation, and vegetation growth). The final section of the Bani Hassan Canal experiences significant drops in water surface (WS) levels, negatively impacting irrigation efficiency. This study addresses that gap by investigating the use of submerged weirs to enhance water distribution and raise WS in the final 6 km segment of the canal. A one-dimensional (1D) hydraulic model was developed using HEC-RAS 6.6 under steady-state conditions to simulate flow behavior. Simulations were performed for two scenarios: a dry season discharge of 20 m <sup>3</sup> /s and a design discharge of 39 m <sup>3</sup> /s. The comparison of simulated water surface profiles under these two scenarios allowed the validation of the model and assessment of hydraulic performance. Submerged weirs of varying heights (0.5 m to 2.0 m) were introduced at station 63.5 to evaluate their effect on raising the water surface level. Results showed that a 2.0 m submerged weir increased the water level at station 62 by 0.82 m during low-flow conditions-effectively restoring it to the design level. These findings confirm that submerged weirs are an effective and practical solution for improving water distribution and sustaining irrigation during periods of water scarcity. </p>
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