1) The document discusses isostasy and how it relates to balancing forces in geological basins and mountain belts. It provides examples of calculating equilibrium forces and depths of compensation.
2) One example shows that thinning the crust and mantle lithosphere by half would form a basin around 1.3 km deep if filled with water or 2.7 km deep if filled with sediment.
3) Experiments are described to find rifting parameters that could produce the crustal structure observed in the Upper Delfin basin, including initial thicknesses and sediment densities.
The Effect of Bottom Sediment Transport on Wave Set-Upijceronline
In this paper we augment the wave-averaged mean field equations commonly used to describe wave set-up and wave-induced mean currents in the near-shore zone, with an empirical sediment flux law depending only on the wave-induced mean current and mean total depth. This model allows the bottom to evolve slowly in time, and is used to examine how sediment transport affects wave set-up in the surf zone. We show that the mean bottom depth in the surf zone evolves according to a simple wave equation, whose solution predicts that the mean bottom depth decreases and the beach is replenished. Further, we show that if the sediment flux law also allows for a diffusive dependence on the beach slope then the simple wave equation is replaced by a nonlinear diffusion equation which allows a steady-state solution, the equilibrium beach profile
The Effect of Bottom Sediment Transport on Wave Set-Upijceronline
In this paper we augment the wave-averaged mean field equations commonly used to describe wave set-up and wave-induced mean currents in the near-shore zone, with an empirical sediment flux law depending only on the wave-induced mean current and mean total depth. This model allows the bottom to evolve slowly in time, and is used to examine how sediment transport affects wave set-up in the surf zone. We show that the mean bottom depth in the surf zone evolves according to a simple wave equation, whose solution predicts that the mean bottom depth decreases and the beach is replenished. Further, we show that if the sediment flux law also allows for a diffusive dependence on the beach slope then the simple wave equation is replaced by a nonlinear diffusion equation which allows a steady-state solution, the equilibrium beach profile
Wavelet estimation for a multidimensional acoustic or elastic earth- Arthur W...Arthur Weglein
A new and general wave theoretical wavelet estimation
method is derived. Knowing the seismic wavelet
is important both for processing seismic data and for
modeling the seismic response. To obtain the wavelet,
both statistical (e.g., Wiener-Levinson) and deterministic
(matching surface seismic to well-log data) methods
are generally used. In the marine case, a far-field
signature is often obtained with a deep-towed hydrophone.
The statistical methods do not allow obtaining
the phase of the wavelet, whereas the deterministic
method obviously requires data from a well. The
deep-towed hydrophone requires that the water be
deep enough for the hydrophone to be in the far field
and in addition that the reflections from the water
bottom and structure do not corrupt the measured
wavelet. None of the methods address the source
array pattern, which is important for amplitude-versus-
offset (AVO) studies
A Black-Oil Model for Primary and Secondary Oil-Recovery in Stratified Petrol...Anastasia Dollari
In this contribution, we present the application of the black-oil model in common oil recovery
processes ranging from the natural pressure-driven fluid expansion, solution gas-drive to more elaborate pressure maintenance strategies relying on water-flooding and water-alternating-gas in a typical stratified and anisotropic petroleum reservoir. Oral presentation in COMSOL Conference, Lausanne 2018.
Study of Parametric Standing Waves in Fluid filled Tibetan Singing bowlSandra B
I completed a Summer Project (May-July 2015) in Physics entitled "Study of
Parametric Standing Waves in Fluid filled Tibetan Singing bowl" under the
guidance of Dr. S. Shankaranarayanan at Indian Institute of Science Education
and Research (IISER-TVM). The project was to theoretically analyze and solve the
non-linear equations for the patterns of wave formed on the surface of Tibet
Singing Bowl for ideal and viscous fluid.
Wavelet estimation for a multidimensional acoustic or elastic earth- Arthur W...Arthur Weglein
A new and general wave theoretical wavelet estimation
method is derived. Knowing the seismic wavelet
is important both for processing seismic data and for
modeling the seismic response. To obtain the wavelet,
both statistical (e.g., Wiener-Levinson) and deterministic
(matching surface seismic to well-log data) methods
are generally used. In the marine case, a far-field
signature is often obtained with a deep-towed hydrophone.
The statistical methods do not allow obtaining
the phase of the wavelet, whereas the deterministic
method obviously requires data from a well. The
deep-towed hydrophone requires that the water be
deep enough for the hydrophone to be in the far field
and in addition that the reflections from the water
bottom and structure do not corrupt the measured
wavelet. None of the methods address the source
array pattern, which is important for amplitude-versus-
offset (AVO) studies
A Black-Oil Model for Primary and Secondary Oil-Recovery in Stratified Petrol...Anastasia Dollari
In this contribution, we present the application of the black-oil model in common oil recovery
processes ranging from the natural pressure-driven fluid expansion, solution gas-drive to more elaborate pressure maintenance strategies relying on water-flooding and water-alternating-gas in a typical stratified and anisotropic petroleum reservoir. Oral presentation in COMSOL Conference, Lausanne 2018.
Study of Parametric Standing Waves in Fluid filled Tibetan Singing bowlSandra B
I completed a Summer Project (May-July 2015) in Physics entitled "Study of
Parametric Standing Waves in Fluid filled Tibetan Singing bowl" under the
guidance of Dr. S. Shankaranarayanan at Indian Institute of Science Education
and Research (IISER-TVM). The project was to theoretically analyze and solve the
non-linear equations for the patterns of wave formed on the surface of Tibet
Singing Bowl for ideal and viscous fluid.
International Journal of Mathematics and Statistics Invention (IJMSI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJMSI publishes research articles and reviews within the whole field Mathematics and Statistics, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
SUBMERGED HORIZONTAL PLATE FOR COASTAL RETREATING CONTROL: THE CASE OF POLIGN...marmar83
Many sites along the Apulian coast (SE Italy) are composed of weathered and fractured carbonate rocks, affected by intense erosion and frequent sliding. A detailed research of the University of Bari (Andriani and Walsh, 2007) highlighted that from 1997 through 2003, the cliff retreat rate varied from 0.01 to 0.1 myr-1, mostly as a consequence of wave action. In the case of Polignano a Mare, a small town 30 km far from Bari, the erosive process seems to be seriously affecting the stability of buildings. Here, because of the bathymetry, the traditional rubble mound breakwaters are not suited. As an alternative, a rigid horizontal submerged plate on piles is here considered. Since there is no universally accepted theory nor formula to calculate the hydraulic performance of such kind of structure physical models have been constructed at HR Wallingford and subjected to random wave attacks. This paper discusses results of those tests.
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1. Isostasy in Geology and
Basin Analysis
This exercise is drawn from Angevine, Heller and Paola
(1990), with inspiration and essential planning by R. Dorsey.
A. Martin-Barajas generously provided material used in this
exercise.
2. Archimedes Principle: When a body is immersed in a
fluid, the fluid exerts an upward force on the body
that is equal to the weight of the fluid that is
displaced by the body.”
3. This rule applies to all mountain belts and basins
under conditions of local (Airy) isostatic
compensation: the lithosphere has no lateral
strength, and thus each lithospheric column is
independent of neighboring columns (e.g. rift
basins).
4. To work isostasy problems, we assume that the
lithosphere (crust + upper mantle) is “floating” in
the fluid asthenosphere. A simple, nongeologic
example looks like this -
Solid
rs
1 2
h2
h1
Fluid (rf)
depth of equal
compensation
5. Because fluid has no shear strength (yield stress =0),
it cannot maintain lateral pressure differences. It
will flow to eliminate the pressure gradient.
Solid
rs
1 2
h2
h1
Fluid (rf)
depth of equal
compensation
6. Solid
rs
1 2
h2
h1
Fluid (rf)
depth of equal
compensation
To calculate equilibrium forces, set forces of two
columns equal to each other: F1 = F2 (f=ma)
m1xa = m2xa
m1 = m2
(gravitational acceleration
cancels out)
7. Because m=rxv (density x volume),
convert to m=rh, and: rfh1=rsh2
Solid
rs
1 2
h2
h1
Fluid (rf)
depth of equal
compensation
This equation
correctly
describes
equilibrium
isostatic
balance in the
diagram.
9. EXAMPLE 1 Estimate thickness of lithosphere:
In this example, we’ve
measured the depth to the
moho (hc) using seismic
refraction.
Elevation (e) is known, and
standard densities for the
crust, mantle, and
asthenosphere are used:
rc=2800 kg/m3
rm=3400 kg/m3
ra=3300 kg/m3
rc
elevation=3km
rm
hc=35km
hm=?
asthenosphere (rc)
Z=?
10. How deep to the base of the lithosphere?
Solve for Z:
ra(Z) = rc(hc+e) + rm(Z-hc)
ra(Z) - rmZ = rc(hc+e) - rmhc
rc(hc+e) - rmhc
(ra-rm)
rc
elevation=3km
rm
hc=35km
hm=?
asthenosphere (ra)
Z=?
Z=
11. How deep to the base of the lithosphere?
Solve for Z:
ra(Z) = rc(hc+e) + rm(Z-hc)
ra(Z) - rmZ = rm(Z-hc) - rmhc
rc(hc+e) - rmhc
(ra-rm)
2800(35+3) – 3400(35)
(3300-3400)
-12,600
-100
rc
elevation=3km
rm
hc=35km
hm=?
asthenosphere (rc)
Z=?
Z=
=
= Z = 126 km
12. EXAMPLE 2 What is the effect of filling a basin with
sediment?
Courtesy Scott Bennett
13. Consider a basin 1km deep that is filled only
with water. How much sediment would it take
to fill the basin up to sea level?
rC=
2800
rm=
3400
ra= 3300
water
crust
mantle
lithosphere
rs=
2200
sediment
crust
mantle
lithosphere
depth of equal
compensation
Let rw= 1000
kg/m3
Let rs= 2200 kg/m3
ho=
1km
hc
hm
hs=?
rC=
2800
rm=
3400
1 2
14. rC=
2800
rm=
3400
ra= 3300
water
crust
mantle
lithosphere
rs=
2200
sediment
crust
mantle
lithosphere
depth of equal
compensation
ho=
1km
hc
hm
hs=?
rC=
2800
rm=
3400
Remember, force balance must be calculated for entire
column down to depth of compensation (=depth below which
there is no density difference between columns). Also,
thickness of crust and mantle lithosphere does not change, so
they cancel out on both sides of the equation.
1 2
18. EXAMPLE 2B Sediment filling – Alarcon Basin
example
Determine the maximum water depth in the Alarcon
Basin from your profile or spreadsheet.
Calculate how much sediment would be needed to fill
the Alarcon Basin up to sea level.
(Kluesner, 2011)
20. Calculate how much sediment would be needed to
fill the Alarcon Basin up to sea level:
Maximum water depth in the Alarcon Basin = 3km.
Our calculation shows that ~6.3 km of sediment would
be needed to fill the basin up to sea level.
21. crust
mantle
litho-
sphere
crust
mantle
litho-
sphere
EXAMPLE 3 How does crustal thinning affect
the depth of sedimentary basins?
1 2
hc1=
30km hc2
hm1=
90km
hm2
ha
Newly-formed basin
Thin crust and
mantle lithosphere
to half of original.
How deep a basin
forms in response to
thinning?
Solve for Z.
Note: ha = hc1 + hm1 - hc2 - hm2 - Z
Z
25. If crust and mantle lithosphere are thinned to half
of original thickness, how deep a basin would
form in response to thinning?
Our calculation shows that the newly-formed basin
would be ~1.3 km deep if it was filled by water.
28. If crust and mantle lithosphere are thinned to half
of original thickness, how deep a basin would
form in response to thinning?
Our calculation shows that the newly-formed basin
would be ~2.7 km deep if it was filled by sediment.
29. (Martin-Barajas et al., 2013)
EXAMPLE 3B What rifting parameters can
produce the crustal structure observed in the
Upper Delfin basin?
Experiment with different sediment densities and
different crust and mantle lithosphere initial
thicknesses to find values that could produce the
thicknesses shown on this cross-section.
30. This cross-section spans the Delfin and Tiburon
basins. The core of the Baja California peninsula (NW
end of cross-section) is un-rifted crust, and its
thickness (35-40 km) is a reasonable approximation of
pre-rift crustal thickness.
(Martin-Barajas et al., 2013)
32. From the cross-section, measure and record:
hc1, initial crustal thickness (use crustal thickness
at the NW end of the cross-section as an estimate)
hc2, crustal thickness under Delfin basin after
extension (0!)
hs, thickness of sediments (and intrusions at base
of sediments) in Delfin basin
(Martin-Barajas et al., 2013)
33. crust
mantle
litho-
sphere
1 2
hc1=
__km
hc2=0
hm1=
90km
hm2=0
ha
Delfin basin
Solve for Z. Then
see how well your
answer matches
sediment thick-
ness Z on the
cross-section
Note: ha = hc1 + hm1 - hc2 - hm2 - Z
Z(=hs)
Experiment #1
Use 90 km for a starting thickness of mantle
lithosphere, and hc1 and hc2 values measured from
the cross-section.
34. crust
mantle
litho-
sphere
1 2
hc1=
__km
hc2=0
hm1=
50km
hm2=0
ha
Delfin basin
Solve for Z. Then
see how well your
answer matches
sediment thick-
ness Z on the
cross-section
Note: ha = hc1 + hm1 - hc2 - hm2 - Z
Z(=hs)
Experiment #2
Use 50 km for a starting thickness of mantle
lithosphere, and hc1 and hc2 values measured from
the cross-section.
35. crust
mantle
litho-
sphere
1 2
hc1=
__km
hc2=0
hm1=
20km
hm2=0
ha
Delfin basin
Solve for Z. Then
see how well your
answer matches
sediment thick-
ness Z on the
cross-section
Note: ha = hc1 + hm1 - hc2 - hm2 - Z
Z(=hs)
Experiment #3
Use 20 km for a starting thickness of mantle
lithosphere, and hc1 and hc2 values measured from
the cross-section.
36. crust
mantle
litho-
sphere
1 2
hc1=
__km
hc2=0
hm1=
20km
hm2=0
ha
Delfin basin
Solve for Z. Then
see how well your
answer matches
sediment thick-
ness Z on the
cross-section
Note: ha = hc1 + hm1 - hc2 - hm2 - Z
Z(=hs)
Experiment #4
Use same thickness values you used in experiment
#1, but change rs to 2400. rs varies with total
sediment thickness….
37. Experiment #1
rc(hc1) + rm(hm1) = rs(Z) + rc(hc2) + rm(hm2) + ra(ha)
and ha = hc1 + hm1 - hc2 - hm2 - Z
Solve for Z.
Plug in
thickness values: hc1=35km, hm1=90km, hc2=0, hm2=0
and density values: rc=2800 kg/m3, rm=3400 kg/m3,
ra=3300 kg/m3, rs=2200 kg/m3
Solution: Z = 7.7 km (too small, does not match cross-
section)
38. Experiment #2
rc(hc1) + rm(hm1) = rs(Z) + rc(hc2) + rm(hm2) + ra(ha)
and ha = hc1 + hm1 - hc2 - hm2 - Z
Solve for Z.
Plug in
thickness values: hc1=35km, hm1=50km, hc2=0, hm2=0
and density values: rc=2800 kg/m3, rm=3400 kg/m3,
ra=3300 kg/m3, rs=2200 kg/m3
Solution: Z = 11.4 km (about right, matches cross-section)
39. Experiment #3
rc(hc1) + rm(hm1) = rs(Z) + rc(hc2) + rm(hm2) + ra(ha)
and ha = hc1 + hm1 - hc2 - hm2 - Z
Solve for Z.
Plug in
thickness values: hc1=35km, hm1=20km, hc2=0, hm2=0
and density values: rc=2800 kg/m3, rm=3400 kg/m3,
ra=3300 kg/m3, rs=2200 kg/m3
Solution: Z = 14.1 km (too large, does not match cross-
section)
40. Experiment #4
rc(hc1) + rm(hm1) = rs(Z) + rc(hc2) + rm(hm2) + ra(ha)
and ha = hc1 + hm1 - hc2 - hm2 - Z
Solve for Z.
Plug in
thickness values: hc1=35km, hm1=90km, hc2=0, hm2=0
and density values: rc=2800 kg/m3, rm=3400 kg/m3,
ra=3300 kg/m3, rs=2400 kg/m3
Solution: Z = 9.4 km (about right)
41. Delfin Basin
Location map, Northern Gulf
of California
Note: These solutions assume
sufficient sediment supply to
keep the basin filled. That’s a
good assumption here
because of the very high
sediment input from the
Colorado River.
(Martin-Barajas et al., 2013)
42. Our assumption that there
is sufficient sediment
supply to keep the basin
filled would not be a good
assumption further south in
the Gulf of California where
basins are sediment
starved.
Delfin Basin
Google Earth
Editor's Notes
Image from page 166, Jared W. Kluesner, 2011, Marine Geophysical Study of Cyclic Sedimentation and Shallow Sill Intrusion in the Floor of the Central Gulf of California, Ph.d. thesis, UNIVERSITY OF CALIFORNIA, SAN DIEGO, 231 pages.
(Used with permission from J. Kluesner, 2015)
Martin-Barajas, A., Gonzalez-Escobar, M., Fletcher, J.M., Pacheco, M., Oskin, M., and Dorsey, R., 2013, Thick deltaic sedimentation and detachment faulting delay the onset of continental rupture in the Northern Gulf of California: Analysis of seismic reflection profiles, Tectonics, 32, 1-18, doi: 10.1002/tect.20063.
Martin-Barajas, A., Gonzalez-Escobar, M., Fletcher, J.M., Pacheco, M., Oskin, M., and Dorsey, R., 2013, Thick deltaic sedimentation and detachment faulting delay the onset of continental rupture in the Northern Gulf of California: Analysis of seismic reflection profiles, Tectonics, 32, 1-18, doi: 10.1002/tect.20063.
Arturo Martín-Barajas, Mario González-Escobar, John M. Fletcher, Martín Pacheco, Michael Oskin, and Rebecca Dorsey, 2013, Thick deltaic sedimentation and detachment faulting delay the onset of continental rupture in the Northern Gulf Of California: Analysis of seismic reflection profiles: Tectonics, v. 32, pp 1-18, doi:10.1002/tect.20063.
Martín‐Barajas, Arturo, et al. "Thick deltaic sedimentation and detachment faulting delay the onset of continental rupture in the Northern Gulf of California: Analysis of seismic reflection profiles." Tectonics 32.5 (2013): 1294-1311.
Arturo Martín-Barajas, Mario González-Escobar, John M. Fletcher, Martín Pacheco, Michael Oskin, and Rebecca Dorsey, 2013, Thick deltaic sedimentation and detachment faulting delay the onset of continental rupture in the Northern Gulf Of California: Analysis of seismic reflection profiles: Tectonics, v. 32, pp 1-18, doi:10.1002/tect.20063.