NOBUILD/Sandbox/segall.R

library(kook)
library(plyr)
library(TeachingDemos)
library(deform)

.x. <- sort(unique(c(-7:-3, seq(-3.90,3.90,by=0.15), 3:7)))
su <- surface_displacement(.x.*1e3, C.=1e13, z_src=0.7e3)

sut <- with(su, Tilt(x, z=uz))
sue <- with(su, Uniaxial_extension(x, X=ux))

F1 <- function(){
  plot(c(NA,diff(ux)/diff(x),NA) ~ c(NA,x), su, type="s")
  abline(v=0,h=0,col="grey") 
}
F1()

F2 <- function(){
  plot(uz ~ x, su, col=NA, ylim=c(-1,1)*20, xlim=c(-1,1)*7*1e3)
  abline(v=0,h=0,col="grey")
  lines(uz ~ x, su, type="l", pch=16, cex=1, lwd=2, col="grey")
  text(2e3, -5, expression(U[Z]))
  lines(ux ~ x, su, type="l", pch=16, col="blue", cex=1, lwd=2)
  text(0, 6, expression(U[X]), col="blue", pos=2)
  points(uxz.mag ~ x, su, col="red", pch=16, cex=0.6)
  text(-3e3, 8, expression(abs(U[XZ])), col="red")
  suppressWarnings(my.symbols(x=su$x, y=su$uxz.mag, 
             ms.arrows, 
             adj=0, col="red", inches=0.8, add=TRUE, angle=su$uxz.ang*pi/180))
  lines(ztilt*1e2 ~ x, sut, type="h", lwd=5, col="lightgreen")
  text(-1.1e3, 2, expression("Tilt" == 2%*%dU[Z]/dx), col="dark green", pos=2)
  lines(ztilt*1e2 ~ x, sut, lwd=3,col="dark green")
  lines(dXdx*1e2 ~ x, sue, type="h", lwd=4, col="grey60")
  text(5e2, 2, expression(E[ee] == dU[X]/dx), pos=4)
  lines(dXdx*1e2 ~ x, sue, lwd=3)
}
F2()

# Figs 7,8
mxx <- 50
.x.km. <- sort(unique(c((-1*mxx):-3, seq(-2.90,2.90,by=0.1), 3:mxx)))
.z.km. <- sort(unique(c(seq(0,3,by=0.25),seq(3,12,by=0.75))))
yr <- 365*86400
.time. <- seq(2,10,by=2)*10*yr
.Vdot. <- 2e6/yr # volume rate m^3/yr to m^3/s
.D. <- 1e3 # depth of burial
.L. <- 10e3 # length (Vdot/L is the average rate of fluid extraction per unit length)
.B. <- 0.6 # Skemptons coeff
.c. <- 0.1 # hydraulic diffusivity m^2/s
.Sources.x. <- 1e3*c(0)
.TwoSources.x. <- 1e3*c(0,20)
# for mass computation
.t. <- 100 # thickness
.phi. <- 0.2 #porosity
# for pressure computation
.mu. <- 5.6 #GPa -- shear modulus

# single source
zz2 <- timevarying_surface_displacement(.x.km.*1e3, .time., .Vdot., .B., .L., .D., .c., Pt.Sources.x=.Sources.x.)

F3 <- function(){
  #matplot(.time./yr, t(zz2)*1e3, type="l", main="Subsidence, mm, Segall 1985, Fig 8B")
  matplot(.x.km., zz2*1e3, type="l", col="black", main="Subsidence, mm, Segall 1985, Fig 8B", sub=Sys.time())
}

try(F3())

# multiple sources
zz2 <- timevarying_surface_displacement(.x.km.*1e3, .time., c(1,0.5)*.Vdot., .B., .L., .D., .c., Pt.Sources.x=.TwoSources.x.)

try(F3())

zz2t <- apply(zz2, 2, function(.z.) matrix(Tilt(.x.km.*1e3, z=.z.)$ztilt))

F3t <- function(){
  #matplot(.time./yr, t(zz2t), type="l")
  matplot(.x.km., zz2t*1e6, type="l", col="black", main="Tilt")
}

try(F3t())

zz3 <- timevarying_fluidmass(.x.km.*1e3, .time., .Vdot., .L., .t., .c., phi.=.phi.)

F4 <- function(){
  #matplot(.time./yr, t(zz3)*1e2, type="l")
  matplot(.x.km., zz3*1e2, type="l", col="black", main="t.v. Fluid mass change")
}

try(F4())

redo <- FALSE
if (!exists("zzp") | redo) zzp <- timevarying_porepressure(.x.km.*1e3, .z.km.*1e3, .time., .Vdot.*c(1,2), .B., .L., .D., .c., .t., .mu., Pt.Sources.x=.TwoSources.x.)

F5 <- function(do.log=FALSE){
  #matplot(.time./yr, t(zz3)*1e2, type="l")
  X<- zzp[,,length(.time.)]
  if (do.log) X <- log10(abs(X))
  matplot(x=.x.km., X, col=NA, main="t.v. Pore pressure")
  aaply(zzp, 3, .fun = function(X) {
    if (do.log) X <- log10(abs(X))
    matplot(x=.x.km., X, type="l", add=TRUE)
    return("x")
    })
  invisible()
}

#try(F5())

F5c <- function(){
  layout(matrix(seq_len(dim(zzp)[3]), nrow=1))
  aaply(zzp, 3, .fun = function(X) {
    image(x=.x.km., y=.z.km., X, ylim=c(6,0), col = brewerRamp())
    contour(x=.x.km., y=.z.km., X, ylim=c(6,0), add = TRUE)
    abline(v=.TwoSources.x./1e3, col="grey", lwd=2)
    abline(h=(.D.+c(-1*.t.,.t.)/2)/1e3, col="grey", lwd=2)
    return("x")
    })
  
  invisible()
  layout(matrix(1))
}

try(F5c())
abarbour/deform documentation built on April 12, 2018, 10:08 a.m.