6. BANK (SOURCE) SILTATION/SOFT SEDIMENT (SINK)
V = L x H x R
L = Length of eroding bank (m)
H = Height of eroding bank (m)
R = bank retreat rate (m/yr)*
V = volume of eroded sediment (m^3/yr)
*Retreat rate based on average from
UW Pioneer Farm of 0.041 m/yr
L
H
V = L x W x T
L = Length of soft sediment (m)
W = Width of soft sediment (m)
T = thickness (m)
V = volume of stored soft sediment
(m^3)
L
W
T
R
Channel Sediment Sources and Sinks Calculator
(2009‐10)
7. Bank Erosion
Fitzpatrick, et al., in draft
Bank Erosion and Main Causes
Pleasant Valley
0
200
400
600
800
1000
1200
1400
1600
0.0 2.0 4.0 6.0 8.0 10.0
Channel Slope (%)
Eroding Banks Total Area (ft2)
Fluvial/masswasting
Cattle
None
Bank Erosion and Main Causes
Pleasant Valley
0
500
1000
1500
2000
0.0 5.0 10.0 15.0 20.0 25.0
Watershed Area (mi^2)
Eroding Banks Total Area
(ft2)
Fluvial/masswasting
Cattle
None
• The amount of eroding banks in Pleasant Valley was not simply related to a
single cause‐‐geomorphic agent, position in the watershed, or channel slope.
• Much of the main stem has riprap bank stabilization.
12. Science to Targeted Conservation Connections
Lessons Learned
• Total phosphorus loads have decreased compared to the
reference watershed.
• Sediment yields from farm fields are about 13 times higher
than bank erosion (but sediment erosion from fields has
add’l storage in hill slopes and floodplains).
• Bank erosion amounts vary but likely account for about
30% of annual export, but no more than 40%.
• There are about 8 yrs worth of annual export of suspended
sediment stored in soft sediment deposition.
• For targeted conservation, consideration is needed of both
agricultural conservation practices and stream restoration
Coon Creek Restoration,
October 2010 Silver Spring Creek, Site 11, June 2010