Fluid Mechanics Hydraulics

Solving for flow line slope.

Can you share this page? Because, it could help others.

seepage rate or flow per foot of trench (Q_{L})

= 0

= 0

foot^3/day-foot

permeability (K)

= 0

= 0

foot/day

area normal to seepage flow/foot of trench (A)

= 0

= 0

foot^2/foot

flow line slope (S) = NOT CALCULATED

Select to solve for a different unknown

saturated soil seepage rate into drain

seepage rate or flow per foot of trench | |

permeability | |

area normal to flow per foot of trench | |

flow line slope |

References - Books:

Martin Wanielista, Robert Kersten and Ron Eaglin. 1997. Hydrology Water Quantity and Quality Control. John Wiley & Sons. 2nd 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
Reynolds Number Calculator
Rainwater Harvesting Collection
Ideal Gas Law Calculator
Work Equations Formulas Calculator
Profitability Index Calculator
Natural Log Equations Calculator
Temperature Converter
Hazen Williams Equations Calculator
Water Hammer 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