Gloryhole Joanie 2nd Jun 2026
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During the second year of operation, the reservoir reached 98% capacity, activating the full glory hole mechanism. Visual inspection and sensor data confirmed the formation of a stable air core within the shaft. However, the "Joanie" structure displayed a distinct oscillation pattern at flow rates exceeding 450 cubic feet per second (cfs). This phenomenon, termed "annular pulsing," resulted in intermittent pressure spikes at the elbow of the drop shaft.
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A primary concern for glory hole spillways is the potential for clogging by floating debris. The Joanie intake was fitted with a specialized trash rack during the second phase of construction. Year 2 data indicates a 99% success rate in debris deflection, though fine sediment suspension remained an issue, causing minor abrasion on the concrete lining of the vertical shaft. Research suggests that humans have an inherent desire
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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.
The "Joanie" structure is a free-standing, morning-glory-type drop inlet spillway commissioned in late 2021. Unlike standard overfall weirs, the glory hole configuration allows for the rapid evacuation of excess water through a vertical shaft, minimizing the risk of dam overtopping. Following the initial operational report (Smith & Wesson, 2022), this paper serves as "Joanie 2nd"—the second comprehensive review of the system's hydraulic performance.