Fluid Mechanics Hydraulics Hydrology

The following equation uses Darcy's equation with pumping occurring at the center of a cylinder. This equation can be utilized to determine the cone of depression and well drawdown in an unconfined aquifer.

Solving for flow rate

coefficient of permeability (K)

= 0

= 0

meter/day

pressure head at point 1 (h_{1})

= 0

= 0

meter

pressure head at point 2 (h_{2})

= 0

= 0

meter

radius point 1 (r_{1})

= 0

= 0

meter

radius point 2 (r_{2})

= 0

= 0

meter

flow rate (Q)

= NOT CALCULATED

Select to solve for a different unknown

extraction flow rate | |

permeability coefficient | |

pressure head at point 1 | |

pressure head at point 2 | |

radius at point 1 | |

radius at point 2 |

References - Books:

1) P. Aarne Vesilind, J. Jeffrey Peirce and Ruth F. Weiner. 1994. Environmental Engineering. Butterworth Heinemann. 3rd ed.

Infant Growth Charts - Baby Percentiles
Overtime Pay Rate Calculator
Salary Hourly Pay Converter - Jobs
Percent Off - Sale Discount Calculator
Pay Raise Increase Calculator
Linear Interpolation Calculator
Dog Age Calculator
Engine Motor Horsepower Calculator
Hydraulic Radius Formulas Calculator
Darcy Law Equations Calculator
Darcy-Weisbach Equations Calculator
Inflation Rate Equations Calculator
Darcy Minor Loss Calculator
Manning Equations Calculator
Percent Difference Equations Calculator
Chezy Equations Formulas Calculator

Home: PopularIndex 1Index 2Index 3Index 4Infant ChartMath GeometryPhysics ForceFluid MechanicsFinanceLoan CalculatorNursing Math

Online Web Apps, Rich Internet Application, Technical Tools, Specifications, How to Guides, Training, Applications, Examples, Tutorials, Reviews, Answers, Test Review Resources, Analysis, Homework Solutions, Worksheets, Help, Data and Information for Engineers, Technicians, Teachers, Tutors, Researchers, K-12 Education, College and High School Students, Science Fair Projects and Scientists

By Jimmy Raymond

Contact: aj@ajdesigner.com

Privacy Policy, Disclaimer and Terms

Copyright 2002-2015