llh: Establish the pressure at the start of a lateral line

In FernandaFOS/HydIrrig: Hydraulic Modeling of a irrigation system

Description

Determine the pressure at the start of the lateral line

Usage

llh(D, K, x, Se, ne, dec, qreq, imax = 100, toler = 1e-10, Hfima = 100,
  Hfimb = 0)

Arguments

D	Diameter in meters
K	Emission coefficient
x	Emission exponent
Se	Emitter spacing in meters
ne	Number of emitters
dec	Slope on the lateral line
qreq	Flow rate required at the emitters in cubic meters per second
imax	Maximum number of iteration
toler	Maximum tolerance
Hfima	Maximum pressure head at the end of the lateral line in meters
Hfimb	Minimum pressure head at the end of the lateral line in meters

Value

Hfim pressure head at the end of the lateral line, qsistema system flow rate, iter number iterations,tempo time

Examples

llh( D = 0.025, K = 1.053e-6, x = 0.5, Se = 1, ne = 10,
dec = 0.0, qreq = 3.333333e-6, imax = 100, toler = 1e-10,
Hfima = 30, Hfimb = 0)
llh( D = 0.025, K = 1.053e-6, x = 0.5, Se = 1, ne = 10,
dec = 0.04, qreq = 3.333333e-6, imax = 100, toler = 1e-10,
Hfima = 30, Hfimb = 0)
llh( D = 0.025, K = 1.053e-6, x = 0.5, Se = 1, ne = 10,
 dec = -0.04, qreq = 3.333333e-6, imax = 100, toler = 1e-10,
 Hfima = 30, Hfimb = 0)

FernandaFOS/HydIrrig documentation built on Oct. 14, 2019, 3:59 p.m.