Maximum pressure during water hammer accompanied by discontinuity of the flow

As a result of an approximate solution of the problem of water hammer accompanied by discontinuity of the flow equations were obtained which permit a quite accurate determination of the value of the maximum excess of pressure upon collapse of the cavity, which makes it possible to avoid excessive factors of safety when designing pipelines. Equations (29) and (30) determine the range 1

Keywords:

• Electricity generation
• Power engineering
• Factor of safety
• Geotechnical engineering
• Engineering
• Water hammer
• Pipeline transport
• Discontinuity (linguistics)
• Mechanics
• Mathematics
• Structural engineering
• Flow (psychology)
• approximate solution
• maximum pressure
• energy source

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