Fluid Mechanics Hydraulics Design Formulas

Solving for pressure head at point 2.

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pressure head at point 1 (h_{1})

= 0

= 0

centimeter

hydraulic gradient (i)

= 0

= 0

column length (l)

= 0

= 0

centimeter

pressure head at point 2 (h_{2})

= NOT CALCULATED

Select to solve for a different unknown

flow rate

flow rate | |

hydraulic conductivity | |

hydraulic gradient | |

flow cross sectional area |

hydraulic gradient

hydraulic gradient | |

pressure head at point 1 | |

pressure head at point 2 | |

length of column |

seepage velocity

seepage velocity | |

darcy velocity or flux | |

flow gross cross sectional area | |

voids effective cross sectional area |

darcy velocity or flux

darcy velocity or flux | |

hydraulic conductivity | |

hydraulic gradient |

seepage velocity

seepage velocity | |

darcy velocity or flux | |

porosity |

void ratio

void ratio | |

voids volume | |

solids volume |

porosity

porosity | |

voids volume | |

total volume |

saturated soil phase diagram

total volume | |

voids volume | |

solids volume |

References - Books:

Michael D. LaGrega, Phillip L. Buckingham and Jeffery C. Evan. 1994. Hazardous Waste Management. McGraw Hill, Inc.

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