American River Watershed Institute arwi.us
Fire Safety Project | Pilot Project

Erosion Management (Hillcrest Site):
FuMe Full Analysis Report


WEPP FuME
Fuel Management Erosion Analysis Results


Climate COLFAX CA
Soil texture clay loam
Hillslope length 1000 ft
Hillslope gradient 0 30 40 %
Buffer length 250 ft
Wildfire cycle 20 y
Prescribed fire cycle 5 y
Thinning cycle 10 y
Road density 4 mi mi-2

Running Disturbed WEPP for
Undisturbed forest ... Thinned forest ... Prescribed burn ... Wildfire ... Lower thinning ... Higher Rx fire ... Lower Rx fire ... Moderate wildfire ... Low wildfire ...
Running WEPP:Road for No traffic ... Low traffic ... High traffic ...

Output summary based on 50 years of possible weather

Line Source of sediment Sediment delivery in year of disturbance
(ton mi-2)
Return period of disturbance
(y)
"Average" annual hillslope sedimentation
(ton mi-2 y-1)
1 Undisturbed forest 1 2809.6
2 Wildfire 82880 20 4144.0
3 Prescribed fire 12160 5 2432.0
4 Thinning 3244.8 10 324.5
5 Low access roads 77.3 to 150.9 1 77.3 to 150.9
6 High access roads 132.4 to 150.9 1 132.4 to 150.9

Summary of Analysis

The output summary table presents the predicted sediment yield rates from seven runs with the WEPP model. The outputs from those runs were converted to common units of ton mi-2 y-1. From these runs, several key watershed sedimentation values can be estimated.

Background sedimentation. The background sedimentation rate -- the rate that will occur with no action -- can be estimated either with or without roads. In the absence of roads, the background sedimentation rate is erosion from undisturbed forest plus erosion from wildfire. This value is the sum of lines 1 and 2, or 2809.6 + 4144.0 = 6953.6 ton mi-2 y-1. If the existing low access road network is included in the background sediment rate, then the background rate will be the sum of lines 1, 2, and 5, or 6953.6 + (77.3 to 150.9) = 7030.9 to 7104.5 ton mi-2 y-1, depending on what percent of the road network crosses live water during major runoff events.

Thinning effects. From the summary table, line 4, thinning will generate 3244.8 tons of sediment the year following thinning, and when averaged over the thinning period of once in 10 years, will average about 324.5 ton mi-2 y-1. This is an increase of about 5 percent above background without roads.

In order to carry out the thinning operation, however, traffic on the roads will have to be increased to the high access level to support the traffic associated with an ongoing thinning operation in the watershed. The total sediment yield from the watershed will then be the background value plus that from thinning and from high access roads for a total of 6953.6 + 324.5 + (132.4 to 150.9) = 7410.5 to 7429 ton mi-2 y-1. This is an increase of 7 to 7 percent above the background rate, if roads are not considered in the background, or 5 to 5 percent if the road network is considered in the background rate.

Further comparisons can be made by assuming that thinning will eliminate wildfire from the watershed, thus reducing the wildfire sedimentation value, or that thinning will lead to a less severe wildfire, and the moderate or low severity fire sedimentation rate from the table below can be substituted for the wildfire erosion rate in line 2.

Prescribed fire effects. From the summary table, line 3, prescribed fire will generate 12160 ton mi-2 the year of the prescribed fire, or when averaged over the prescribed fire return period of 5 y, it will generate 2432.0 ton mi-2 y-1. This is an increase of 35 percent above background. As there will be no need for heavy traffic to carry out the prescribed burn, there is no increase in sedimentation from the road network. For a watershed with an active prescribed fire program, the total erosion will then be the background rate plus the low access road rate and the average erosion from prescribed fire, or 6953.6 + 2432.0 + (77.3 to 150.9) = 9462.9 to 9536.5 tons mi-2 y-1, or an increase of 36 to 37 percent above background, if roads are not included in the background value.

If the prescribed fire eliminates the risk of wildfire, the background erosion rate will need to be set to 2809.6 (line 1 of the outputs summary) for the analysis. Alternatively, the impact of the prescribed fire program may be to reduce the intensity of the wildfire, in which case, the sedimentation associated with a moderate or low severity fire from the following table can be substituted for the wildfire prediction for the analysis.

Combined thinning and prescribed fire effects. The combined effects of thinning and prescribed fire can be determined by summing up the background rate, the thinning rate, the prescribed fire rate, and the high access road rate. In this case, this leads to a total predicted erosion rate of 6953.6 + 324.5 + 2432.0 + (132.4 to 150.9) = 9842.5 to 9861 ton mi-2 y-1, an increase of 42 to 42 percent above the background erosion rate without roads.

If this intensive fuel management scenario can reduce the severity of wildfire in the watershed, then the moderate severity fire sedimentation value of 38528 ton mi-2 can be substituted for the wildfire erosion rate once every 20 years to give an average value of 1926.40 ton mi-2 y-1. Using this value to determine the total impact of fuel management gives 1926.40 + 3134.1 + 2432.0 + (132.4 to 150.9) = 7624.9 to 7643.4 ton mi-2 y-1, a decrease of -8 to -8 percent compared to background with roads or -10 to -10 percent compared to background without roads.

Road Impacts. The range of values given for road sedimentation represent the amount of sediment delivered across the buffer, and the amount delivered to a stream crossing. Roads with buffers greater than 250 ft will generate less sediment. The summary table shows that roads generate significant amounts of sediment within a watershed, even when traffic is low. Road management strategies -- including minimizing rutting, minimizing stream crossings, and maximizing the use of buffers between the road and the stream -- are well established to minimize sedimentation. The WEPP:Road interface can be used to evaluate the impacts of some of these improved practices. Another alternative to reduce sedimentation from the road network is to reduce the road density within the watershed by removing roads that are no longer needed with modern timber operations. Watershed managers may wish to offset the increase in sediment associated with fuel management with a decrease in sediment from improved road management or a reduction in road density.

Multiple Hillslopes. This analysis was for a single hillslope. Users are advised to run this simulation for a number of different hillslopes within the watershed, and to report a range of sedimentation rates in the output table before completing the analysis. Results from each hillslope can be copied and pasted into a word processor or spreadsheet to serve as a log for a series of runs.

For further information, refer to the documentation.


Details of Inputs and Outputs

Refer to the documentation for details on the applications for the five additional runs listed in this table, but not used in the initial analyses.
Inputs (blue) and results (green) for individual Disturbed WEPP runs
Disturbed WEPP
Upper element treatment Lower element treatment Upper cover
(%)
Lower cover
(%)
Upper length
(ft)
Lower length
(ft)
Upper rock
(%)
Lower rock
(%)
Upper top gradient
(%)
Upper mid gradient
(%)
Lower mid gradient
(%)
Lower toe gradient
(%)
Sediment yield
(t mi-2)
Condition
20 year old trees 20 year old trees 100 100 750 250 20 20 0 30 30 40 2809.6
Undisturbed forest
5 year old trees 20 year old trees 85 100 750 250 20 20 0 30 30 40 3244.8
Thinned forest
low severity fire 20 year old trees 85 100 750 250 20 20 0 30 30 40 12160
Prescribed burn
high severity fire high severity fire 30 40 750 250 20 20 0 30 30 40 82880
Wildfire
5 year old trees 20 year old trees 95 100 750 250 20 20 0 30 30 40 2771.2
Lower thinning
low severity fire low severity fire 75 85 750 250 20 20 0 30 30 40 21440
Higher Rx fire
low severity fire 20 year old trees 90 100 750 250 20 20 0 30 30 40 10924.8
Lower Rx fire
low severity fire low severity fire 50 60 750 250 20 20 0 30 30 40 38528
Moderate wildfire
low severity fire low severity fire 70 80 750 250 20 20 0 30 30 40 23782.4
Low wildfire

Inputs (blue) and results (green) for individual WEPP:Road runs
WEPP:Road
Design
('ib', 'iv',
'or', 'ou')
Road surface
('n', 'g', 'p')
Traffic level
('h', 'l', 'n')
Road
gradient

(%)
Road
length
(ft)
Road
width
(ft)
Fill
gradient
(%)
Fill
length
(ft)
Buffer
gradient
(%)
Buffer
length
(ft)
Rock
fragment
(%)
Sediment yield
from road

(t mi-2y-1)
Sediment yield
from buffer

(t mi-2 y-1)
Condition
inveg native none 3 300 13 60 13 40 250 20 77.3 77.3 No traffic
inveg native low 3 300 13 60 13 40 250 20 150.9 132.4 Low traffic
outrut graveled high 3 300 13 60 13 40 250 20 133.9 142.0 High traffic


WEPP Comments WEPP FuME v. 2005.11.02 (for review only) Interface by David Hall and Elena Velasquez Model by Bill Elliot and Pete Robichaud
USDA Forest Service, Rocky Mountain Research Station, Moscow, ID 83843
09:50 am Tuesday March 28, 2006 Pacific Time
278 WEPP FuME runs since release, December 2004