Abstract:Bulb cross-flow pumping stations possess bidirectional water intake capability and hold broad application prospects in low-head water diversion and flood control pumping station engineering. However, studies focusing on the systematic differences in internal flow characteristics, energy loss distribution, and pressure pulsation characteristics under forward and reverse operating conditions remain relatively limited at present. It adopted the unsteady numerical simulation method combined with entropy production analysis to systematically compare and analyze the transient flow features, internal energy loss mechanisms, and pressure pulsation variation laws of a bulb cross-flow pumping station under bidirectional operation conditions. The results indicated that, regardless of forward or reverse operation, the impeller region and its downstream flow passages were the primary regions of energy dissipation, with the total energy loss under reverse operation being 1.24 times that under forward operation. Regarding pressure pulsation, the peak values in passage 2 gradually decreased along the flow direction under forward operation, whereas under reverse operation, the peak values in passage 1 exhibited a complex pattern of increase, decrease, increase, and decrease along the flow direction. Notably, the pressure pulsation peak-to-peak values under reverse operation were approximately 2.55 times of those under forward operation. It revealed the typical flow features and energy loss mechanisms of bulb cross-flow pumping stations under both operating modes, providing important theoretical reference for the hydraulic optimized design and safe, stable operation of bidirectional pumping stations.