Integrated Pump Station Cylinder Wall Function
The water pressure on the precast pump station cylinder wall is calculated based on static water pressure.
The corresponding design water levels for standard hydraulic pressure values should be determined based on data provided by the survey department and the hydrological department. For potential high and low water levels, a comprehensive consideration of the changes over a period of time and the possible trends during the engineering design benchmark period is required.
The corresponding design water level for the standard value of water pressure should be determined based on the load effect on the structure, whether to choose a high water level or a low water level. When a high water level is selected, the corresponding value coefficient can be taken as the ratio of the average water level to the high water level; when a low water level is chosen, the corresponding standard value coefficient should be 1.0.
4. Pressure exerted by groundwater on the wall of the precast pump station cylinder



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