rc101 day1
TRANSCRIPT
Greg Jennings, PhD, PE
Professor, Biological & Agricultural Engineering
North Carolina State University
Jason Zink, PE
Zan Price, PE
Mike Shaffer, PE
Dave Penrose
Barbara Doll, PE
Kris Bass, PE
Karen Hall
Mitch Woodward
Stream Assessment
… a body of water with a current,
confined within a bed and
streambanks
Synonyms: bayou, beck, branch,
brook, burn, creek, crick, kill, lick,
rill, river, rivulet, run, slough, syke
A stream is:
• conduit in the water cycle
• critical habitat
• connected to a watershed
What is a Stream?
Hydrologic (Water) Cycle: describes the
flow of water on the planet in response
to solar energy and gravity
Stream Corridor Restoration: Principles, Processes, and Practices.
1998. Federal Interagency Stream Restoration Working Group.
Water Cycle Components:
Precipitation
Runoff
Infiltration
Evapotranspiration
Groundwater flow
Average annual precipitation is highly variable and the timing of
rainfall each year is unpredictable
Extreme Weather!
Watershed:
“Area of land that drains water, sediment, and
dissolved materials to a common outlet at some
point along a stream channel”Dunne and Leopold, 1978
Watershed form is influenced by:
1. Climate
2. Geology & Soils
3. Fluvial Geomorphology
4. Vegetation
5. Land Uses
Watersheds include many
land uses affecting flow and
water quality
From Webster's Revised Unabridged Dictionary (1913) :
Watershed, n [Cf. G. wasserscheide; wasser water + scheide a place where two things separate, fr. scheiden to separate.]
1. The whole region or extent of country which contributes to the supply of a river or lake.
2. The line of division between two adjacent rivers or lakes with respect to the flow of water by natural channels into them; the natural boundary of a basin.
Other Terms: Catchment, Drainage basin, River basin
North Carolina River Basins
River basins include watersheds of varying sizes and shapes, each with a network of streams delivering water to an outlet
Watershed Stream Network
Neuse River Basin, NC
Watershed Functions:
Transport & Storage:
1. Water
2. Sediment
3. Dissolved Materials
Habitat:
1. Animals
2. Plants
3. Humans
Water Transport to StreamsRainfall moves across the land as runoff or through the ground
toward streams to provide baseflow
Stream Corridor Restoration: Principles, Processes, and Practices.
1998. Federal Interagency Stream Restoration Working Group.
Losing Stream Gaining StreamGroundwater Recharge Groundwater Discharge
Groundwater Influences Streamflow
Stream Corridor Restoration: Principles, Processes, and Practices.
1998. Federal Interagency Stream Restoration Working Group.
Streamflow Duration and Frequency:Classification based on connection to groundwater
Intermittent(sometimes losing)
Perennial(gaining stream)
Ephemeral(losing stream)
Strahler Stream Order:Classification system describing position within the drainage network
Stream Corridor Restoration: Principles, Processes, and Practices. 1998.
Federal Interagency Stream Restoration Working Group.
First order
streams may
be
ephemeral, inte
rmittent, or
perennial in
relation to
groundwater
connection
Stream Functions
1. Transport water
2. Transport sediment
3. Habitat (aquatic & terrestrial)
4. Recreation
5. Aesthetics
6. Safe Water Supply
Water Transport & Storage
Hydrology: The study of the flow of the earth’s waters through
the hydrologic cycle
Hydrograph: Displays change in flow (discharge, Q, over time)
www.Geology.com
Mean Daily Flow
Falling
Limb
Rising
Limb
Peak Flow
Hydrologic Responses to
Urbanization
1. Increased discharge
2. Increased peak discharge
3. Increased velocities
4. Shorter time to peak flow
5. More frequent bankfull events
6. Increased flooding
7. Lower baseflow
8. Less ground water recharge
Hydrograph Changes Due to Urbanization
Increased impervious surface results in more runoff and higher peak flow
Rural
Urban
0 10 20 30 40 50 60 70 80
% Impervious
Urban
Drainage
Network
Stream Condition Related to Impervious Surface
Water quality and stream health decline in relation to impervious surface percentage
Good
Fair
Poor
Impaired
Protected
Degraded
Source: Center for Watershed Protection
Channel incision and bank erosion increase due to channelization
and increased stormwater runoff
Urban streams have special challenges due to urban
infrastructure (storm sewer and sanitary sewer)
In addition to stormwater and sewer systems, urban streams are
also challenged by confinement
Fluvial Geomorphology:
study of landforms and the fluvial processes
that shape them
Fluvial Processes:
associated with flowing water, including sediment
erosion, transport, and deposition
• Channel (bed & banks)
• Floodplain
• Water
• Sediment
• Plants & animals
Stream: A system of
fluvial forms & habitats
Photo Credit: Eve Brantley, Auburn University
Fluvial Forms• Bar
• Channel
• Confluence
• Cutoff channel
• Delta
• Floodplain
• Gorge
• Gully
• Meander
• Oxbow lake
• Pool
• Riffle
• Stream
• Valley
• Waterfall
• Watershed
Fluvial Processes and Landforms
1. How do stream systems work?
2. What determines stream size & shape
(i.e. morphology)?
• Communities of organisms and their physical,
chemical, and biological environments
Streams are ecosystems
Courtesy of Francois Birgand, NCSU
Stream Ecosystems
• Mostly downstream
fluxes of energy
and matter
• Lateral and vertical
connections to the
riparian and
hyporheic zones
Courtesy of Francois Birgand, NCSU
River Continuum
Concept
Connections
• Watershed to
Corridor to Stream
• Biological
communities
upstream and
downstream
Stream Corridor Restoration: Principles, Processes, and Practices.
1998. Federal Interagency Stream Restoration Working Group.
Hyporheic Zone
Field Investigations
What is living in the
stream?
What are the physical and
chemical conditions of the
stream?
Provisioning – food, energy, industry
Regulating – climate, waste, nutrients
Supporting – water quality, pest control
Cultural – recreation, inspiration
Preserving – species diversity
Ecosystem Services
Self-Design
The reorganization, substitution and shifting of an
ecosystem (dynamics and functional processes)
whereby it adapts to the environment superimposed
upon it. (Mitsch & Jorgensen, Ecological Engineering)
1. Bed stability & diversity
2. Sediment transport balance
3. In-stream habitat & flow diversity
4. Bank stability (native plant roots)
5. Riparian buffer (streamside forest)
6. Active floodplain
7. Healthy watershed
What makes a stream healthy?
1. Bed Stability & Diversity
• Appropriate size sediments to
resist shear stress
• Riffle/Pool sequences in
alluvial streams
• Step/Pool sequences in high-
gradient streams
Photo Credit: Eve Brantley, Auburn University
1. Bed Stability & Diversity – Problems
• Headcut and excess scour
• Plane bed – filling of pools
• Armoring
2. Sediment Transport Balance
• Minor erosion & deposition
• Alluvial bars and benches
• Sufficient stream power to avoid aggradation
2. Sediment Transport Balance
• Excess stream power – eroding bed
• Insufficient stream power – aggradation
PoolRoots Wood
Leaf Pack
RiffleRocks
3. In-stream Habitat & Flow Diversity
Plants
Overhanging Bank
Stream Habitats
Macrohabitats: riffles,
runs, pools, glides,
steps, side channels
Microhabitats: roots,
leaf packs, wood,
rocks, plants,
hyporheic zone
Food Web
Diversity of habitats
What habitats do you see?
Pool
Roots
Wood
Leaf Pack
Riffle
Rocks
3. In-stream Habitat – Problems
• Uniform flow – lack of diversity
• Lack of wood, leaves, roots
• Water quality – DO, nutrients, toxics
4. Bank Stability
• Dense native
plant roots
• Low banks with
low stress
4. Bank Stability – Problems
• Loss of vegetation
• High, steep banks – channelization
5. Riparian Buffer (Streamside Forest)
• Diverse native plants
• Food and shade
5. Riparian Buffer – Problems
• Mowers and moo’ers
• Invasive plants
• Armoring and impervious surfaces
6. Active Floodplain
• Regular (every year) flooding to relieve stress
• Riparian wetlands
• Stormwater retention & treatment
6. Active Floodplain – Problems
• Channel incision
• Floodplain fill and encroachment
7. Healthy Watershed
• Stormwater management
• Wastewater management
• Upstream sediment control
7. Healthy Watershed – Problems
• Stormwater energy and volume
• Point and nonpoint source pollution
• Erosion and sediment
Stream Impairments
• Straightening & dredging
• Floodplain filling
• Watershed manipulation
• Sedimentation & stormwater
• Pollution discharges
• Utilities & culverts
• Buffer removal
• Disdain & neglect
Stream Impairment
Causes (US EPA)
1. Pathogens
2. Sediment
3. Nutrients
4. Organic Enrichment
5. Habitat Alterations
6. PCBs
7. Metals
8. Flow Alterations
9. Temperature
10. Mercury
Why Restoration?
• Water quality impairments
• Habitat loss
• Ecosystem degradation
• Land loss
• Safety concerns
• Infrastructure damage
• Flooding
• Aesthetics
1. Watershed management
2. Floodplain reconnection
3. Channel morphology –
dimension, pattern, profile
4. Sediment transport balance
5. Habitat enhancements
6. Bank stabilization
7. Riparian buffer – native
plants
Restoring Stream Health
Stream Functions
1. Transport water
2. Transport sediment
3. Habitat (aquatic & terrestrial)
4. Recreation & aesthetics
5. Safe Water Supply
Q = V A = Discharge (cfs)
V = Velocity (ft/s)
A = Cross-Section Area (ft2)
V related to slope, channel shape, and channel
roughness
Velocity &
Discharge
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Manning Formula
A = 40 sq ft
W = 22 ft
R = 1.7 ft
S = 0.010 ft/ft
n = 0.040
V = 5.0 ft/s
Q = 200 cfs
A = 220 sq ft
W = 55 ft
R = 3.5 ft
S = 0.004 ft/ft
n = 0.035
V = 6.1 ft/s
Q = 1350 cfs
R = 1.5 ft
S = 0.0012 ft/ft
n = 0.038
V = 1.8 ft/s
Q = 89 cfs
= 0.11 lb/sq ft
Competence = ~30 mm
Stream Corridor Longitudinal Profile
Stream Corridor Restoration: Principles, Processes, and Practices.
1998. Federal Interagency Stream Restoration Working Group.
Sediment Transport
Flowing water does work:
• Erosion
• Transportation
• Deposition (of alluvium)
http://www.uwsp.edu/gEo/faculty/ritter/geog101/textbook/fluvial_systems/geologic_work_of_streams.html
Erosion: Detachment of material from bed and banks
95% of stream energy used to overcome friction
Remaining energy used for Erosion Processes:
• Flowing water dissolves materials
• Hydraulic action dislodges materials
• Abrasion of heavy materials rolling on bottom
http://www.uwsp.edu/gEo/faculty/ritter/geog101/textbook/
fluvial_systems/geologic_work_of_streams.html
Transportation: Movement of material by water
Stream Load includes:
dissolved + suspended + bed load
Capacity: maximum load that can be
transported for a given discharge
(increases with velocity and turbulence)
Competence: largest size material that
can be transported for a given discharge
http://www.uwsp.edu/gEo/faculty/ritter/geog101/textbook/
fluvial_systems/geologic_work_of_streams.html
Bedload is related to Discharge for Each River
Deposition:
Aggradation: Raising the bed elevation
Bars: Depositional areas that may change flow directions
http://www.uwsp.edu/gEo/faculty/ritter/geog101/textbook/
fluvial_systems/geologic_work_of_streams.html
Bed Material (Substrate)
Silt/Clay: < 0.062 mm
Sand: 0.062 – 2 mm
Gravel: 2 – 64 mm
Cobble: 64 – 256 mm
Boulder: 256 – 2048 mm
Substrate
Characterization
Wolman Pebble Count
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
High Slope Moderate Slope Low Slope
Velocity & Particle Size Determine Process
http://www.uwsp.edu/gEo/faculty/ritter/geog101/textbook/fluvial_systems/geologic_work_of_streams.html
V = 5 ft/s
V = 1 ft/s
Shear Stress: fluid force per unit area
acting on the streambed
= Rs = Shear Stress (lb/ft2)
= Unit Weight of Water = 62.4 lb/ft3
R = Hydraulic Radius (ft) = A / P
S = Average Water Surface Slope (ft/ft)
A = Riffle Cross-Section Area (ft2)
P = Wetted Perimeter (ft)
P = Wbkf +2*Dbkf (approx)
Stream Competence (www.epa.gov/WARSSS)
A = 40 sq ft
W = 22 ft
R = 1.7 ft
S = 0.010 ft/ft
= 1.0 lb/sq ft
Competence = ~250 mm
A = 220 sq ft
W = 55 ft
R = 3.5 ft
S = 0.004 ft/ft
= 0.8 lb/sq ft
Competence = ~200 mm
Sediment
Deposition:
• Point bar
• Lateral bar
• Mid-channel bar
• Transverse bar
• Delta bar
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Point Bars:
Inside meander
bends
Lateral Bars:
Formed in
straight channels
Lateral Bars:
Formed in
straight channels
Mid-channel Bars:
Formed in over-
wide channels
Transverse Bars:
Formed in straight
channels
Meandering Stream: Alluvial Forms
Point Bar
ScarpBankfull Stage
Thalweg
Flow DownstreamFloodplain
Riffle
Pool
Right
Bank
Left Bank
Bankfull Stage“corresponds to the discharge at which channel maintenance
is the most effective, that is, the discharge at which moving
sediment, forming or removing bars, forming or changing
bends and meanders, and generally doing work results in the
average morphologic characteristics” (Dunne and Leopold,1978)
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Bankfull
Channel
Evolution
(Succession)
Response to
incising forces
Stream Corridor Restoration:
Principles, Processes, and Practices.
1998. Federal Interagency Stream
Restoration Working Group.
Bankfull
Terrace
Incised System: Floodplain Creation
Floodplain
Terrace
Stream Morphology:
size and shape of channel & floodplain
(dimension, pattern, profile)
Colluvium is loose sediment
transported by gravity and
deposited at the bottom of a
slope.
Alluvium is sediment deposited
by a river in the channel or
floodplain
Alluvial valleys occur where
sediment particles are dropped
by slow-moving water.
Valley type affects
stream morphology
Valley Types: (www.epa.gov/watertrain/stream_class)
Valley Type II
Moderately steep, gentle sloping side
slopes often in colluvial valleys
From EPA Watershed Academy: Fundamentals of the Rosgen Stream Classification System
Valley Types: (www.epa.gov/watertrain/stream_class)
Valley Type VIII
Wide, gentle valley slope with well-developed
floodplain adjacent to river terraces
From EPA Watershed Academy: Fundamentals of the Rosgen Stream Classification System
Stream Corridor Lateral Profile
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Floodplains: Critical Stream Components
Floodplain Functions
• Floodwater storage
• Reducing peak flows
• Erosion prevention
• Water quality
• Groundwater recharge
• Food & shade
• Habitats
Floodplain
Left BankRight Bank
Downstream
Terrace
Streambed
Thalweg
FloodplainLeft Bank Right
Bank
Downstream
Terrace
Streambed
Thalweg
Pool Cross-Section (Meandering Stream)
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Natural Stream Channel Stability
(from Leopold)
• River has a stable dimension, pattern and profile
• Maintains channel features (riffles, pools, steps)
• Does not aggrade (fills) or degrade (erodes)
Dimension (cross-section)
• Area
• Width
• Depth
• Width/Depth Ratio
• Entrenchment Ratio
• Bank Height Ratio
Bankfull Stage: “incipient flooding”“corresponds to the discharge at which channel maintenance is the most
effective, that is, the discharge at which moving sediment, forming or removing
bars, forming or changing bends and meanders, and generally doing work
results in the average morphologic characteristics” (Dunne & Leopold,1978)
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Bankfull
Terrace
Dimension: Cross-Section
Riffle Dimensions
Bankfull
Wbkf
Abkf
Measure Bankfull Width (Wbkf) and Bankfull Area (Abkf)
Mean Depth, dbkf = Abkf / Wbkf
Width to Depth Ratio, W/d = Wbkf / dbkf
dbkf
Bankfull Width, Wbkf = 9.3 ft; Bankfull Area, Abkf = 13.9 ft2
Mean Depth, dbkf = Abkf / Wbkf = 13.9 / 9.3 = 1.5 ft
Width to Depth Ratio, W/d = Wbkf / dbkf = 9.3 / 1.5 = 6.2
Bankfull Width, Wbkf = 36 ft; Bankfull Area, Abkf = 112 ft2
Mean Depth, dbkf = Abkf / Wbkf = 112 / 36 = 3.1 ft
Width to Depth Ratio, W/d = Wbkf / dbkf = 36 / 3.1 = 11.5
Entrenchment Ratio
ER = Wfpa / Wbkf
Bankfull
2 x dmbkf
above thalweg
Wfpa
Wbkf
dmbkf
Wfpa = Width of Flood Prone Area measured at the
elevation twice bankfull max depth above thalweg
Wbkf = Width of Bankfull Channel
ER = Wfpa / Wbkf = 75 / 15 = 5.0
Flood water flows onto floodplain
several times each year
Rocky Branch Phase II Reach 2:
Priority 2 (floodplain excavation, C channel)
Entrenchment Ratio = Wfpa / Wbkf = 90/20 = 4.5
Rocky Branch Phase II Reach 1:
Priority 3 (floodplain excavation, Bc channel)
Entrenchment Ratio = Wfpa / Wbkf = 40/20 = 2
Bank Height Ratio
BHR = LBH / dmbkf
BankfullLBH
dmbkf = Max Depth from bankfull stage to thalweg
dmbkf
LBH = Low Bank Height (Max Depth to thalweg)
BHR = 5.3 / 2.5 = 2.1
1
10
100
1000
10000
0.1 1 10 100
Ba
nk
full
D
isch
arg
e,
Q (
cfs
)
Drainage Area (sq mi)
Hydraulic Geometry Regional Curves
NC Piedmont
NC Mtn
MD Alleghany
MD
NY
VT
OH 01
OH 05
OK
SW OR
Pacific NW
AZ
AZ & NM
1
10
100
1000
0.1 1 10 100
Cro
ss-s
ect
ion
Are
a (
sq f
t)
Drainage Area (sq mi)
Hydraulic Geometry Regional Curves
NC Piedmont
NC Mtn
MD Alleghany
MD
NY
VT
OH 01
OH 05
OK
SW OR
Pacific NW
AZ
AZ & NM
Alluvial (low-gradient) streams
naturally meander across a
valley with a somewhat
predictable pattern
Pattern (plan form)
Pool
Run
Point Bar
(deposition)
Glide
Riffle
Meandering Stream: Alluvial Forms
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Oxbow
Formation in
Meandering
Streams
Stream Corridor Restoration:
Principles, Processes, and Practices. 1998.
Federal Interagency Stream Restoration Working
Group.
Chute cutoff across tight meander bend
Oxbows
Oxbows
Sinuosity = stream length / valley length
K = 1850 / 980 = 1.9
Valley Length
Plan Form Relationships
Meander Length Ratio = meander length / width = 78/15 = 5.2
Meander Width Ratio = belt width / width = 57/15 = 3.8
Radius of Curvature Ratio = radius / width = 23/15 = 1.5
Meander
Length
Belt
Width
Glide Slope
Riffle Slope
Run Slope
Pool Slope
Water Surface
Thalweg
Pool Spacing, Lp-p
Profile (bedform)
Riffle Slope Ratio, Srif / Sav
Pool Slope Ratio, Spool / Sav
Pool-to-Pool Spacing Ratio, Lp-p / Wbkf
Stream Bedform Variability:
Slope Substrate size
Velocity Oxygenation
Shear stress Habitats
Riffles
• Steep slope
• High velocity
• High shear stress
• Large substrate
• High porosity
Importance of Riffles
• Areas of oxygenation
• Highly diverse substrate and habitat
• Diverse macroinvertebrate population
Pools
• Flat slope
• Low velocity
• Low shear stress
• Small substrate
• Scour during high flow
Importance of Pools
• Refuge for fish during
low flow, drought
periods
• Rest stop and food
area for fish
• Predator refuge for
young fish
River Dimensions
Velocities:
Low flow and
Flood flow
Little Garvin
Creek, Clemson, SC
Channel dimensions in a meandering stream
www.uwsp.edu/gEo/faculty/lemke/geomorphology/lecture_outlines/04_fluvial_landforms.html
Profile is related to Pattern
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Step Pool Streams
(high gradient)
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Grade Controls
Nickpoints
Flow diversity
improves habitat:
• Riffles
• Steps
• Pools
Natural Stream Channel Stability
(from Leopold)
• River has a stable dimension, pattern and profile
• Maintains channel features (riffles, pools, steps)
• Does not aggrade (fills) or degrade (erodes)
Equilibrium Controlling Variables
• Width
• Depth
• Slope
• Velocity
• Discharge
• Flow resistance
• Sediment size
• Sediment load
Leopold et al (1964)
Channel Forming
Discharges
and Regional
Curves
Channel-forming (dominant) discharge
Estimated using:
• Effective discharge
• Bankfull discharge
• Discharge associated with
recurrence interval
(typically 1 to 2 year)
Effective Discharge
Transports the
most sediment
over a long time
Bankfull Discharge
Return Period typically 1 to 2 years
Flow fills active channel and spreads onto floodplain
Represents break between channel & floodplain processes
For channel in equilibrium, assumed to equal the effective discharge
Bankfull Stage“corresponds to the discharge at which channel maintenance is
the most effective, that is, the discharge at which moving
sediment, forming or removing bars, forming or changing bends
and meanders, and generally doing work results in the average
morphologic characteristics” (Dunne and Leopold,1978)
Stream Corridor Restoration: Principles, Processes, and Practices. 1998. Federal Interagency Stream Restoration Working Group.
Bankfull
Bankfull Indicators
• Top of streambank (floodplain)
• Break in slope on streambank
• Top of point bar
Bankfull
Bankfull
Bankfull
Bankfull
Bankfull
Bankfull
Channel
Evolution
(Succession)
Response to
incising forces
Stream Corridor Restoration:
Principles, Processes, and Practices.
1998. Federal Interagency Stream
Restoration Working Group.
Bankfull
Terrace
Bankfull
Bankfull
Bankfull