Imports: doParallel, doRNG, foreach, ggplot2, GillespieSSA, parallel,

Title: An R Package for the Stochastic Simulation of Disease Spreading
approach, respectively. Equations that models spread within nodes are
customizable and there are two link types among nodes: migration and
influence (commuting). More information in Fernando S. Marques,
Jose H. H. Grisi-Filho, Marcos Amaku et al. (2020) <doi:10.18637/jss.v094.i06>.

Title: Function that Creates a Heat Map from Hybridization Data
Description: Using hybrid data, this package created a vividly colored hybrid heat map.
The input is two files which are auto-selected.
The first file has three columns, the first two for pairs of species,
with the third column for the hybrid experiment code (an integer).
The second file is a list of code and their descriptions in two
columns. The output is a figure showing the hybrid heat map with a color legend.

Description: Calculate an optimal embedding of a set of data points into low-dimensional hyperbolic space. This uses the strain-minimizing hyperbolic embedding of Keller-Ressel and Nargang (2019), see <arXiv:1903.08977>.
Suggests: igraph, igraphdata, Matrix, RSpectra

Description: Functions for basic hydraulic calculations related to
water flow in circular pipes flowing full (under pressure). This
includes friction loss calculations by solving the Darcy-Weisbach
equation for head loss, flow or diameter, and plotting a Moody diagram.
The Darcy-Weisbach friction factor is calculated using the Colebrook (or
Colebrook-White equation), the basis of the Moody diagram, the original
citation being Colebrook (1939) <doi:10.1680/ijoti.1939.13150>. The
derivation of the Darcy-Weisbach equation and methods for its solution
are outlined in many fluid mechanics texts such as Finnemore and Franzini
(2002, ISBN:978-0072432022). This package is designed to work similarly
to the 'iemisc' package, but with an emphasis on pipe flow.
Packaged: 2020-05-12 20:29:26 UTC; edwinmaurer

Package: hydraulics
Type: Package
Title: Basic Pipe and Open Channel Hydraulics
Version: 0.2.0
Author: Ed Maurer [aut, cre], Irucka Embry [aut, ctb] (iemisc code)
Maintainer: Ed Maurer <emaurer@scu.edu>
Description: Functions for basic hydraulic calculations related to
water flow in circular pipes both flowing full (under pressure), and
partially full (gravity flow), and trapezoidal open channels. For
pressure flow this includes friction loss calculations by solving
the Darcy-Weisbach equation for head loss, flow or diameter, and
plotting a Moody diagram. The Darcy-Weisbach friction factor is
calculated using the Colebrook (or Colebrook-White equation),
the basis of the Moody diagram, the original citation being
Colebrook (1939) <doi:10.1680/ijoti.1939.13150>. For gravity flow, the
Manning equation is used, again solving for missing parameters. The
derivation of and solutions using the Darcy-Weisbach equation and the
Manning equation are outlined in many fluid mechanics texts such as
Finnemore and Franzini (2002, ISBN:978-0072432022). For the Manning equation
solutions, this package uses modifications of original code from the 'iemisc'
package by Irucka Embry.
License: GPL (>= 3)
Depends: R (>= 3.6.0)
Encoding: UTF-8
LazyData: true
Imports: ggplot2, grid, reshape2
Suggests:
RoxygenNote: 7.0.2
NeedsCompilation: no
Packaged: 2020-07-02 04:38:00 UTC; edwinmaurer
Repository: CRAN
Date/Publication: 2020-07-02 07:20:11 UTC