ke: calculates the unit hydraulic gradient
In dCraigJones/pumpR: Common functions for displaying hydraulic information
Description
Usage
Arguments
Value
Examples
Description
calculates the unit hydraulic gradient
Usage
1
Arguments
D
Pipe diameter, in inches
C
Hazen-Williams friction factor, unitless
Value
the hydraulic gradient per linear foot.
Examples
1
2
# Calculate the k for 1000 LF of 12-inch diameter pipe with C = 120
1000*ke(12,120)
dCraigJones/pumpR documentation built on Feb. 17, 2020, 5:04 a.m.
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Description Usage Arguments Value Examples
Description
calculates the unit hydraulic gradient
Usage
1 |
Arguments
D |
Pipe diameter, in inches |
C |
Hazen-Williams friction factor, unitless |
Value
the hydraulic gradient per linear foot.
Examples
1 2 | # Calculate the k for 1000 LF of 12-inch diameter pipe with C = 120
1000*ke(12,120)
|
R Package Documentation
Browse R Packages
We want your feedback!
Note that we can't provide technical support on individual packages. You should contact the package authors for that.
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