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Morning glory spillways, commonly referred to as "glory holes," represent a unique solution for flood control in narrow canyon reservoirs. This paper presents a second-year operational analysis of the "Joanie" spillway, located in the Upper Vishnu Basin. While initial testing in Year 1 focused on structural integrity and vortex formation, the second phase of monitoring addresses long-term sediment transport and the "air core" instability observed during high-flow events. Data suggests that the Joanie structure exhibits a 12% higher discharge coefficient than predicted by standard Brandenberg models, necessitating a revision of local flood mitigation protocols. While initial testing in Year 1 focused on
The second-year review of the "Joanie" glory hole spillway confirms the structure's robust design while highlighting the need for modified operational thresholds during flood seasons. The oscillation phenomena observed require further CFD (Computational Fluid Dynamics) modeling to prevent long-term fatigue damage to the shaft lining.
Hydraulic Efficiency and Sediment Transport Dynamics in the "Joanie" Morning Glory Spillway: A Second-Year Operational Review
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