Gloryhole Joanie 2nd ★

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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. If you're looking for information related to "The

Hydraulic Efficiency and Sediment Transport Dynamics in the "Joanie" Morning Glory Spillway: A Second-Year Operational Review The Joanie intake was fitted with a specialized

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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.