Detroit District Sources of Sediment...US Army Corps of Engineers Detroit District Detachment Why is...
Transcript of Detroit District Sources of Sediment...US Army Corps of Engineers Detroit District Detachment Why is...
Sources of Sediment
From raindrop impacts to geologic processes
US Army Corpsof EngineersDetroit District
Great Lakes Hydraulics and Hydrology Office
US Army Corpsof EngineersDetroit District
Sediment Production vs Delivery
Sediment Production – The mobilization of sediment from a hill-slope or field (Detachment). The addition of vegetation and other management practices can prevent the production of sediment.
Sediment Delivery – The ability of water (or wind) to pick up (entrain) a particle and deliver it to a stream. Concentrated flow in rills is most important.
US Army Corpsof EngineersDetroit District
Detachment
Detachment – Process in which individual particle are loosened from the soil mass by raindrop impact.
Raindrops impact the soil by breaking physical and chemical bonds, compacting the soil and transporting the soil particles by splash.
The erosivity of rainfall is measured as its kinetic energy (function of drop size and velocity).
US Army Corpsof EngineersDetroit District
From U. of Nebraska-Lincoln, 2008
Detachment
US Army Corpsof EngineersDetroit District
DetachmentWhy is rainfall so destructive to bare soil?
• Raindrops range in size from 1-7 mm in diameter
• Hit the ground at approximately 20 mph
• Dislodged soil particles can splash 3-5 ft away
• The impact of millions of drops on bare soil can be significant
• As much as 90 tons of soil per acre can be mobilized during one heavy rainstorm.
• Most splashed soil does NOT leave the field
Source: Iowa State University
US Army Corpsof EngineersDetroit District
On mild slopes, raindrop impact is the dominant mode of displacement. As slope increases, detachment due to overland flow increases.
US Army Corpsof EngineersDetroit District
Sediment moves towards a stream episodicallyThe sediment train
• add figure
•
Tillage relocates sediment
Sediment trapped in buffer stripsSediment Stored in point bar
Sediment starts hereStorm mobilizes sediment
10-yr flood deposits sediment on floodplain
Storm mobilizes sedimentStorm mobilizes sediment
Sediment Stored in mid-channel bar
Source: Microsoft Live Maps
US Army Corpsof EngineersDetroit District
Surface Sealing• Caused by direct impact of rain drops
• Breaks down soil aggregates
• Fines are sorted out and washed into pores, forming a denser and relatively impermeable layer up to 10 mm thick
• Infiltration capacity reduced by as much as 50% during a single storm
• Crust forms as soil dries
• Loamy sands are particularly susceptible
Source: Iowa St University
US Army Corpsof EngineersDetroit District
Soil Erodibility
Texture and Particle Size Affect Erodibility• Silt is most easily eroded component. Loess sediments are particularly susceptible. (0.004mm - 0.062mm)
• Clays are cohesive and tend to remain bound to the soil structure; however, once detached they remain in in suspension (<0.004mm)
• Sand is relatively large and difficult to entrain. Sand also promotes infiltration (0.062mm - 2mm)
• Organic matter increases infiltration and builds soil structure(blocky or platy nature)
US Army Corpsof EngineersDetroit District
Factors Affecting Soil Loss
Rainfall – intensity, duration and energy
Soil Erodibility – texture, structure, organic matter content
Topography – slope length and steepness
Surface Condition – bare soil, vegetated, mulched
Erosion Control Practices – sediment basin, silt fences, terracing, contour planting
Source: Michigan State University, IWR
US Army Corpsof EngineersDetroit District
Rainfall Factors
Intensity: the volume of water per unit time (in/hr)
Duration: how long the storm lasts
short duration – moves sediment only a short distance
long duration – moves sediment further downslope
Energy: a function of droplet size and velocity
Heavy rain (0.6 in/hr) has 30 times the energy of light rain (0.04 in/hr)
US Army Corpsof EngineersDetroit District
US Army Corpsof EngineersDetroit District
Rainfall intensity100-yr frequency, 1-hour duration
Erosivity is a function of both intensity and durationSource: Midwest Climate Center
US Army Corpsof EngineersDetroit District
Sheet and Rill Flow
Sheet Flow• A thin film of water flowing downslope
• Begins once surface depressions are filled
• Shallow flow depth limits entrainment (small shear stresses)
• Can protect against raindrop impact
Rill Flow• Forms when sheet flow becomes concentrated due to topography
• Detachment and transport ability much greater than sheet flow
• Microchannels 2-12 in wide and 12 deep
• Rills generally deepen down-slope
US Army Corpsof EngineersDetroit District
Sheet Flow
US Army Corpsof EngineersDetroit District
Sheet Flow
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Rill Flow
Source: soilerosion.net
Source: Van Buren County
Source: Clark SWCD
US Army Corpsof EngineersDetroit District
Rill Flow
Image by M. Mamo, Labels added by UNL
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Activities that produce sediment
1. Landuse
Agriculture
Forest Management (logging)
Urban and Construction
2. Channel Incision/erosion
3. Dam Removal
US Army Corpsof EngineersDetroit District
Agricultural Sediments
• Bare soil is biggest producer
• Spring is critical time due to:Degraded crop residue
Recent tillage
Lack of crop canopy
US Army Corpsof EngineersDetroit District
Forest Sediments
• Very low sediment yield in closed forest
• Sediment sources are:
Logging roads
ATV trails
Flashier hydrograph (bank erosion)
Bare soil due to logging activities
US Army Corpsof EngineersDetroit District
Urban Sediments
• Urbanization armors the watershed and reduces the sediment production from upland sources
• Increases peak flows, accelerating bank and bed erosion
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Dam Removal Sediments
• Dams contain impounded sediment
• If not removed wisely, they can be a major source of sediment
US Army Corpsof EngineersDetroit District
Dam Removal SedimentsReservoir Drawn Down Slowly
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Dam Removal Sediments
Reservoir Drawn Down Slowly
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Dam Removal SedimentsProfile Readjustment
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Land Uses and Erosion
75
7.50.4 0.04
01020304050607080
Soil Loss (tons/acre/
yr)
Constr
uctio
nRow
Cro
p
Grass
Fores
t
Source EPA, 1973
US Army Corpsof EngineersDetroit District
Sediment Production vs Delivery
Sediment Production – The mobilization of sediment from a hill-slope or field (Detachment). The addition of vegetation and other management practices can prevent the production of sediment.
Sediment Delivery – The ability of water (or wind) to pick up (entrain) a particle and deliver it to a stream. Concentrated flow in rills is most important.
US Army Corpsof EngineersDetroit District
From FISRWG, 1998 and Schumm, 1977
Sediment Delivery
Sediment Delivery is driven by Gravity
• Just like water, sediment will flow downhill until deposited into the Great Lakes
• Sediment sitting at a higher elevation than the lakes has potential energy stored in it
• The higher the change in elevation, the greater the energy stored in each particle.
US Army Corpsof EngineersDetroit District
Sediment Delivery
Flat Field
Little or no potential to move sediment from field to stream
Field Stream
US Army Corpsof EngineersDetroit District
Sediment Delivery
Mild Sloped Field
Sediment begins moving off field into stream
Field Stream
US Army Corpsof EngineersDetroit District
Sediment Delivery
Steep Hill Slopes
Sediment rapidly moves off field into stream
Hill Slope Stream
US Army Corpsof EngineersDetroit District
Michigan Relief
Michigan has little topographic relief to drive sediment delivery
…but that wasn’t always the case
Source: Ray Sterner, Johns Hopkins University
US Army Corpsof EngineersDetroit District
Historic Relief in Michigan
From Dorr and Eschman, 1970
Penokean orogeny build this range during Middle Precambrian (1640 million years ago). This range has long since eroded away.
US Army Corpsof EngineersDetroit District
Mountain Building – high sediment yield
Mountains Eroding –moderate sediment yield
Mountains gone – Low relief, low sediment yield
Erosion Cycle
Drawings from Dorr and Eschman 1970
US Army Corpsof EngineersDetroit District
Source: National Geographic
US Army Corpsof EngineersDetroit District
Appalachian Orogeny and the Death of Hexagonoria
Hexagonoria percarinata
Source: Dorr and Eschman, 1970
Source: Dorr and Eschman, 1970
Devonian Great Lakes(~350 Mybp)
US Army Corpsof EngineersDetroit District
Appalachian Orogeny and the Death of Hexagonoria
Sediment
350 mya
From King, 1977
US Army Corpsof EngineersDetroit District
All sedimentary rock in the Great Lakes originated from eroded
material
US Army Corpsof EngineersDetroit District
Michigan Sedimentary Rock
US Army Corpsof EngineersDetroit District
The importance of a sediment budget
• Need to understand where sediment is coming from before you can select an appropriate model or mitigate technique
Source: Selegean, USACESource: Selegean, USACE
US Army Corpsof EngineersDetroit District
Sediment Budget
Identify and Quantify sources of sediment
• Bank erosion – field measurements
• Overland sediment – modeling
• Close sediment budget with existing flow and sediment measurements, dredging records, etc.
US Army Corpsof EngineersDetroit District
Sediment BudgetBank/Bank Erosion
Compare x-sections over time:
19712008
Source: Michigan Stream Team
US Army Corpsof EngineersDetroit District
Sediment BudgetBank/Bank Erosion
Establish Permanent Cross Sections
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Sediment BudgetBank/Bank Erosion
Bank Pins
Source: Rosgen, 1996
US Army Corpsof EngineersDetroit District
Sediment BudgetBank Erosion – Bank Pins
US Army Corpsof EngineersDetroit District
Sediment BudgetBed Erosion – Scour Chains
Source: Rosgen 2006
US Army Corpsof EngineersDetroit District
Sediment BudgetBed Erosion – Scour Chains
Source: Selegean, USACE
US Army Corpsof EngineersDetroit District
Overland Runoff Sediment from SWAT Model
Source: USACE
US Army Corpsof EngineersDetroit District
Regional Curve from 516 Studies
Source: USACE
US Army Corpsof EngineersDetroit District
Determine Total Sediment out of
Watershed
Source: USGS
US Army Corpsof EngineersDetroit District
Balance Sediment Budget
Sediment Out100 tons/yr
Upland Erosion10 tons/yr
Bed/Bank Erosion90 tons/yr
Source: MTU
US Army Corpsof EngineersDetroit District
Data Sources (partial list)
Historic suspended sediment dataco.water.usgs.gov/sediment
National water information systemwaterdata.usgs.gov/nwis
Climate Datancdc.noaa.gov
National Inventory of Damscrunch.tec.army.mil/nidpublic/webpages/nid.cfm
Soils Datancgc.nrcs.usda.gov/products/datasets
…and others!! (see guidance document)
Sediment Budget
US Army Corpsof EngineersDetroit District
Guidance on Developing a Sediment Budget
Coming soon to:
www.glc.org/tributary
Questions?
Dr. Jim Selegean, P.E., P.H.U.S. Army Corps of Engineers, Detroit DistrictGreat Lakes Hydraulics and Hydrology Office
477 Michigan AveDetroit, MI 48226
313.226.6791
US Army Corpsof EngineersDetroit District
US Army Corpsof EngineersDetroit District
Great Lakes Historic Sediment Supplies
Source: USACE
Watershed Location and Drainage Area
Drainage Area = 4700 mi2
Main Channel = 210 mi Source: USACE
US Army Corpsof EngineersDetroit District
Study Goal: Develop sediment budget from pre-European settlement to present
USACE, 1834
Watershed-Sediment Changes in Time
< 1840 – very little human impact
1850 - Intense logging begins
>1850 – watershed converted to ag use
>1850 – dams built to support logging and agriculture
US Army Corpsof EngineersDetroit District
Logging and Sediment
From Dickmann and Leefers, 2003
US Army Corpsof EngineersDetroit District
Logging and Sediment
From Dickmann and Leefers, 2003
US Army Corpsof EngineersDetroit District
Study ApproachUS Army Corpsof EngineersDetroit District
• Develop Sediment Yield Model
• Calibrate/validate model for modern flows and landcover
• Rerun with pre-European settlement land cover
Source: USACE
Pre-European Settlement Landcover
US Army Corpsof EngineersDetroit District
Land Cover Change
Pre-development 1992
US Army Corpsof EngineersDetroit District
Land Cover Change
44,000676,000Reference Condition
1992
21,00055,000Pre-Development1830
Total Sediment at
Harbor Mouth
(m3 per year)
Total Soil Erosion in the
Watershed(m3 per year)
Model ConditionsYear
SWAT Land Cover Change Results
Improved Farmland by County
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
1850 1870 1890 1910 1930 1950 1970 1990Year
Rat
io
CalhounKalamazooVan BurenBerrienHillsdaleBranchSt. JosephCassSteubenLagrangeElkhartSt. JosephDe KalbNobleKosciuskoWhitleyAverage
Conclusions
Sediment production increased from 55,000 cy/yr to 676,000 cy/yr.
Some streams may still be adjusting to this new sediment regime
Stream instabilities observed today, may have been initiated 150 yr ago
Trying to restore a stream to its original condition may not be possible. Stream restoration goals should be compatible with the present flow and sediment regime
This study may provide insight into pre-European sediment supplies for other areas in the Great Lakes
US Army Corpsof EngineersDetroit District
US Army Corpsof EngineersDetroit District
Rainfall intensity100-yr frequency, 1-hour duration
Source: Midwest Climate Center
US Army Corpsof EngineersDetroit District
US Army Corpsof EngineersDetroit District
Sediment Delivery