Mar 22, 2016 - assessing the viability of such approximation during nonlinear stability ... Accordingly a 3-D computational model of a rectangular loop is ... Stability appraisal of single-phase natural circulation loops ..... tion system in rolling
Mar 22, 2009 - [25] H. Triebel: Theory of function spaces. (Leipzig 1983). ... 35 042 Rennes cedex, France. E-mail address: [email protected]
Oct 9, 2014 - The package allows to perform the Ecological Niche Factor Analysis, calculate habitat .... A graphical user interface (GUI) allows better access to the ... Boyce, M.S.,Vernier, P.R.,Nielsen,S.E.,Schmiegelow, F.K.A. (2002).
Sep 7, 2016 - Function rarefy finds estimated number of species for given sample size. .... are either "vectors" or "factors" (with synonyms "bp" or "cn", resp.). w.
Sep 26, 2017 - Cambridge University Press, Cambridge. Panneton, B., Philion, H., Dutilleul, P., Theriault, R., and Khelifi, M. 1999. Full factorial design.
Jul 16, 2013 ... Title Estimation of Entropy, Mutual Information and Related ... Description This
package implements various estimators of entropy, such.
Maintainer Avraham Adler . Repository CRAN. Date/Publication 2017-08-13 03:07:49 UTC. R topics documented:.
May 15, 2017 - Format. A tab file in the form indicated for input file (Table1 in manual). ... a data.frame, list or path to the input file in csv, xlsx or xls format.
Nov 25, 2013 ... Author Dustin Sallings. Maintainer Dustin Sallings . Description
Format quantities of time or bytes into human-friendly strings.
Nov 11, 2018 - AMCcreatequestions("How much is $1+1$?",2,list("3", "11")). #Presenting answers in multiple columns (LaTeX environment multicols is used).
License GPL-3. Title Neuroblastoma copy number profiles. Description
Annotated neuroblastoma copy number profiles,a benchmark data set for change
-.
Jul 3, 2013 ... Package 'gamlss.util'. August 29, 2013. Description Extra utilities for GAMLSS
models. Title GAMLSS Utilities. LazyLoad yes. Version 4.2-7.
Aug 7, 2013 ... tion and parameter estimation for the type I and III discrete Weibull distributions ...
H. Rinne (2008) The Weibull Distribution: A Handbook.
Feb 7, 2018 - Description Provides a tool to fit and compare the wind turbine power curves ... as name of the user defined curve fitting technique. Value.
Jul 19, 2017 - getjobs(title, phrase, direct, areacode, country, state, skill, cityzip, ip, age, diceid, ... Specifies the United States Post Office state code for jobs.
Feb 19, 2015 - Title Analytic Solutions for (ground-water) Boussinesq Equation ... empirical coefficient to estimate hydraulic diffusivity D = ks/(s â (p â h1 +.
Package ‘boussinesq’ February 19, 2015 Maintainer Emanuele Cordano License GPL (>= 2) Title Analytic Solutions for (ground-water) Boussinesq Equation Type Package Depends R (>= 2.10) Author Emanuele Cordano Description This package is a collection of R functions implemented from published and available analytic solutions for the One-Dimensional Boussinesq Equation (ground-water). In particular, the function ``beq.lin'' is the analytic solution of the linearized form of Boussinesq Equation between two different head-based boundary (Dirichlet) conditions; ``beq.song'' is the non-linear power-series analytic solution of the motion of a wetting front over a dry bedrock (Song at al, 2007, see complete reference on function documentation). Bugs/comments/questions/collaboration of any kind are warmly welcomed. Version 1.0.3 Repository CRAN Date 2013-04-18 URL http://onlinelibrary.wiley.com/doi/10.1002/wrcr.20072/abstract Collate 'beq.lin.dimensionless.R' 'beq.lin.R' 'beq.song.dimensionless.R' 'beq.song.R' 'boussinesq-package.R' 'coefficient.song.solution.R' NeedsCompilation no Date/Publication 2013-04-19 16:29:04
Analytic exact solution for One-Dimensional Boussinesq Equation in a two-bounded domain with two constant-value Dirichlet Condition
Description Analytic exact solution for One-Dimensional Boussinesq Equation in a two-bounded domain with two constant-value Dirichlet Condition Usage beq.lin(t = 0, x = seq(from = 0, to = L, by = by), h1 = 1, h2 = 1, L = 100, ks = 0.01, s = 0.4, big = 10^7, by = L/100, p = 0.5)
beq.lin
3
Arguments t
time coordinate.
x
spatial coordinate. Default is seq(from=0,to=L,by=by).
big
maximum level of Fourier series considered. Default is 10^7.
by
see seq
L
length of the domain.
h1
water surface level at x=0. Left Dirichlet Bounday Condition.
h2
water surface level at x=L. Right Dirichlet Bondary Condition.
ks
Hydraulic conductivity
s
drainable pororosity (assumed to be constant)
p
empirical coefficient to estimate hydraulic diffusivity D = ks/(s ∗ (p ∗ h1 + (1 − p) ∗ h2)). It ranges between 0 and 1.
Value Solutions for the indicated values of x and t. Author(s) Emanuele Cordano
