## Fluid transients in hydro-electric engineering practice |

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### Contents

Oscillations in the Elementary Surge System Pressure | 1 |

Solution of Equations I and II neglecting Tunnel | 8 |

Introduction ofRatios into the Calculation of Surge Tanks | 21 |

Copyright | |

29 other sections not shown

### Common terms and phrases

Allievi analysis ASME assumed Bergeron Bersimis boundary conditions Calame and Gaden calculations Camichel cavitation Chambres d'equilibre chapter characteristic closure coefficient constant continuity equation coup de belier cross-section curve Deriaz developed diagram diameter differential surge tank discharge downstream end dynamic equation electric Escande expansion chambers flow Fluid Mechanics formula Francis turbines friction losses function g dt Gardel graphical method Hammer in Pumped harmonics head loss Houille Blanche Hydraulic Transients Innertkirchen Inst Jaeger Kandergrund Lausanne linear load Mech Eng method of characteristics model tests obtained occur orifice oscillations parabola Paris penstock pipeline power station pressure pipe pressure surges pressure system pressure tunnel pressure waves problem Pumped Storage Projects pumped-storage ratio represents reservoir resonance runner shown in figure Streeter surge shaft surge system surge-tank theory Thoma turbine underground power station upstream valve velocity vibrations Water Hammer water level Water Power water-hammer line