chapter 7: sediment routing this presentation contains illustrations from allen and allen (2005) and...

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Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition (2003)

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Page 1: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Chapter 7:

Sediment Routing

This presentation contains illustrations from Allen and Allen (2005)

And from Press, Siever, Grotzinger and Jordan 4th Edition (2003)

Page 2: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering (in situ)– Chemical, Physical an Biological

• Regolith• Sediment Yield

– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 3: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

erosionWeathering

(in-situ)

transportation

Erosion includes BOTH weathering and transportation

Page 4: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering (in situ)– Chemical, Physical an Biological

• Regolith• Sediment Yield

– Patterns– Computational Models– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 5: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Regolith

• Weathered layer between pristine bedrock and the land surface.

• Main chemical agent is water. Water is moved by gravity (down) and capillarity effect (up)

Page 6: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Regolith

Rate of regolith removal:

–dH/dt by denudation (top)

Thickness (H) of regolith depends on rate of bedrock decay:

+dH/dt (bottom)

H

bedrock

Page 7: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Regolith

Weathering rate decreases exponentially with depth

H

bedrock

Page 8: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Rate of weathering using Cosmogenic Radionuclide Dating

bedrock

Berrylium 10 and Al 25 are produced (P) in situ by cosmogenic rays interacting with minerals( / *)

0y yP P e

y

P (concentration)

0P

*y

P0 changes with latitude and altitude

Y* (~50%) is about 0.5-0.7m

Page 9: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

P (concentration ) of radionuclides is a measure of absolute time

E

bedrock

y

P

See Perg et al., 2001 for details of the method

Page 10: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

One General Rule of Weathering

• Granites are composed of quartz (25%), micas and feldspars (other ~75%).

• When weathering is intense and the source rock is average continental crust, a basin fill should contain sand, and clay in the same proportion (depending on climate)

Page 11: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

(1) Product composition

Page 12: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 13: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 14: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

World Weathering Patterns

Page 15: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Walther’s Law

Page 16: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 17: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 18: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 19: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 20: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering (in situ)– Chemical, Physical an Biological

• Regolith• Sediment Yield

– Computational Models– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 21: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Run-off

• Run-off (surface water flow) connects land and ocean water reservoirs and moves sediments

• Precipitation = Evaporation ++ Soil water change ++ Groundwater change ++ Run-off

Page 22: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering (in situ)– Chemical, Physical an Biological

• Regolith• Sediment Yield

– Run-off– Computational Models– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 23: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Computational Models

Denudation Rate or loss of elevation per unit of time and unit of area in a given catchment area can be calculated from know sediment exit rates from a catchment area:

dh/dt = (1-porosity)/density * total sediment mass discharge /unit time and area (7.7)

(elevation change) is proportional to sediments removed

Sediment Yield = sediment mass/unit / catchment area time

Page 24: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Yield from artificial traps

Amazon: 79mm/1000 yr NW Himalaya: 400 mm /1000 yrNile: 45 mm/1000 yr

Sediment Yield from preserved stratigraphy

Bay of Bengal: 200 mm/1000 ky

Page 25: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering (in situ)– Chemical, Physical an Biological

• Regolith• Sediment Yield

– Run-off– Computational Models– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 26: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Global Pattern of denudation rates

Page 27: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment accumulation thicknesses

Page 28: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Chemical versus Mechanical Denudation Rates

Page 29: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering (in situ)– Chemical, Physical an Biological

• Regolith• Sediment Yield

– Run-off– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 30: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Controls on Sediment Yield

• Drainage Area and Tectonic Activity• Vegetative Cover• Precipitation• High vs. low relief

Page 31: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Controls on Sediment Yield• Drainage Area, Tectonics

Page 32: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Low-relief vs. High relief

Low relief: • erosion rates are limited by erosivity of transport processes,

e.g. in dry environments this means availability of water but in LA this means how much sediment can be eroded from the Mississippi River Valley itself.

High relief:• Erosion rates are held back by rock and soil strength.High relief assures availability of materials by rock falls,

landslides. A high relief must be renewed bye.g., tectonic activity

Page 33: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Low-relief vs. High relief

.5 .0005

2000 20000.5

20001000

mm mper year

m mmpe

mr years

Page 34: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering (in situ)– Chemical, Physical an Biological

• Regolith• Sediment Yield

– Run-off– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 35: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Dissolved Solids

• Run-off waters contain dissolved solid concentrations which depend on (1) precipitation, (2) weathering reactions in rocks and soil, and (3) the degree of evaporation.

• Precipitation helps chemical weathering but steep slopes reduce the amount of time water is able to spend in the regolith. So, low-slope areas should produce more chemical weathering (General Rule) BUT that is not so in the Amazon, where most (85%) of solute comes from the Andes.

Page 36: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Concentrations

• Arid areas have saltier waters and hence more dissolved solids e.g. Kazakhstan (1000-6000 mg/l)

…… the Amazon has only 10 mg/l… but the Amazon takes 10% all river water so it may produce more dissolved compounds overall.

Page 37: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Precipitation, weathering rate and evaporation define water type

High concentration of Na(+) through precipitation of CaCO3

Less weathering low concentration of Ca(2+)

Colder climates- less dissolution

Page 38: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Observations

• Principal cations in water are Ca(+2)• Principal anions are HC03 (-), S04 (2-) • Na (+) increases relative to Ca(+2) indicate that the Ca(2+)

is precipitating out of solution • (80% dissolved load in rivers is made of Ca(2+), HC03 (-), S04

(2-), and SiO2)

• Increase of Ca(2+) relative to Na(+) indicates greater chemical weathering, (because Ca is harder to dissolve and require more intense weathering to get into solution).

• But composition reflects availability of ions in the source terrain.

Page 39: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Primary rock origins of solutes and their types

Page 40: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Observations

• Most Na(+) and Ca(2+) ions come from weathering of

secondary sources (salt and carbonates)

• Dissolved SiO2 and K(+) come from silicates

Page 41: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering– Chemical

• Regolith• Sediment Yield

– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 42: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 43: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 44: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Modeling Landform Evolution

• Isostasy during denudation

Depth of compensationmantle

Future erosion (D)

hc

Sea-level

Height above sea-level (h)

Page 45: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Modeling Landform Evolution

• Isostasy during denudation

h

Depth of compensationmantle

hc-D

D h

Sea-level

Page 46: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Modeling Landform Evolution

• Denudation removes material from the surface (drop in the head)

• Rock is uplifted (from below because of isostasy)

Change in elevation = rise of base – drop in head

Surface rises to about 85% of its original height (P. 242)

Page 47: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Modeling Landform Evolution

• Planar geometry

mantle

hc-D

Sea-level

Height above sea-level = h - h

Mountain geometry

Height above sea-level = 2(h - )h

Page 48: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Modeling Landform Evolutionwith thermochronometers

Apatite fission track analysis

Below a certain temperature, natural damage tracks within apatite minerals do not heal. The number of tracks acts as a clock.

Page 49: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Modeling Landform Evolutionwith thermochronometers

Page 50: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Apatite fission track analysis

http://images.google.com/imgres?imgurl=http://faculty.plattsburgh.edu/mary.rodentice/images/research/apatite1.jpg&imgrefurl=http://faculty.plattsburgh.edu/mary.rodentice/research/Fission_Track.html&h=218&w=300&sz=19&hl=en&start=5&tbnid=urHg8C9toErWZM:&tbnh=84&tbnw=116&prev=/images%3Fq%3Dfission%2Btrack%26svnum%3D10%26hl%3Den%26lr%3D%26client%3Dfirefox-a%26rls%3Dorg.mozilla:en-US:official%26sa%3DG

X 200 X 1600

Page 51: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Apatite fission track analysis

X 200 X 1600

U(238) decay damages mineral structure. Above 100 C and over about 1 My the damage will anneal itself completely.

PAZ is the partial annealing zone 60-100 C

Below 100 C track number acts as a geological clock. Track length is larger if the cooling is quick (lava flows)

Page 52: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Apatite fission track analysis

X 200 X 1600

If a geothermal gradient for an area is know, AFT analysis can provide information how long ago a sample passed through the PAZ. Several samples can be used to calculate rates of uplift (i.e., not denudation) from which denudation rates can be calculated.

Page 53: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Sediment Routing

• Weathering– Chemical

• Regolith• Sediment Yield

– Patterns– Controls– Solute and Suspension

• Modeling Landform Evolution• Relation between tectonics and sedimentation

Page 54: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 55: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 56: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Tectonic-Sedimentary model

Page 57: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition
Page 58: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Walther’s Law

Page 59: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Walther’s Law

Interpretation criteria

(1)Mark erosional tops and bases

(2) Identify sequence packages

(3) Weight extrapolation

Page 60: Chapter 7: Sediment Routing This presentation contains illustrations from Allen and Allen (2005) And from Press, Siever, Grotzinger and Jordan 4 th Edition

Walther’s Law