nc4: Krishnamurthy and Christensen method for composite Manning's...

nc4R Documentation

Krishnamurthy and Christensen method for composite Manning's n

Description

This function computes the composite Manning's n using the Krishnamurthy and Christensen method.

Usage

nc4(P, n, y)

Arguments

P

numeric vector that contains "wetted perimeters of any section i"

n

numeric vector that contains "Manning's n of any section i"

y

numeric vector that contains "flow depth in the ith section"

Details

"A composite value of Manning's n for a single channel; that is, for the main channel only of a compound channel or a canal with laterally varying roughness."

The equation to find Manning's composite n using the Krishnamurthy and Christensen method is

\ln n_c = \frac{\sum \limits_{i=1}^N P_iy_i^\frac{3}{2} \ln n_i}{\sum \limits_{i=1}^N P_i y_i^\frac{3}{2}}

n_c

Manning's composite n

P_i

"wetted perimeters of any section i"

y_i

"flow depth in the ith section"

n_i

"Manning's n of any section i"

N

"total number of sections into which the wetted perimeters and hydraulic radius are divided"

Value

numeric vector that contains nc4 as Manning's composite n.

Author(s)

Irucka Embry

References

  1. Terry W. Sturm, Open Channel Hydraulics, 2nd Edition, New York City, New York: The McGraw-Hill Companies, Inc., 2010, page 118-119.

See Also

n for Manning's n for natural channels, nc1 for Horton method for composite Manning's n, nc2 for Einstein and Banks method for composite Manning's n, and nc3 for Lotter method for composite Manning's n.

Examples


library(iemisc)

nc4(n = c(0.0024, 0.035), P = c(23.65, 36.08), y = c(10.23, 7.38))



iemisc documentation built on June 22, 2024, 9:45 a.m.