j.q. wu, s. dun, w.j. elliot, h. rhee j.r. frankenberger, d.c. flanagan p.w. conrad, r.l. mcnearny
TRANSCRIPT
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APPLYING WEPP-MINE TO WESTERN ALKALINE SURFACE COAL MINES
J.Q. Wu, S. Dun, W.J. Elliot, H. Rhee
J.R. Frankenberger, D.C. Flanagan
P.W. Conrad, R.L. McNearny
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Introduction• A crucial component of planning surface mining
operations as regulated by the National Pollutant Discharge Elimination System (NPDES) is to estimate potential environmental impacts during and after mining operations
• Reliable watershed hydrology and erosion models are effective and efficient tools for evaluating postmining site-specific sediment control and reclamation plans for the NPDES
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Objectives• The objectives of this workshop are
To introduce the newly developed WEPP-Mine, an online GIS interface for the USDA’s WEPP model, as a management tool for western alkaline surface mines
To apply WEPP-Mine, in a case application, to evaluate pre- and postmining watershed hydrological and erosion processes and impacts of BMPs at the Big Sky Mine, eastern Montana, USA
To obtain feedback from and exchange with stakeholders (state regulatory personnel, researchers, private consultants) and other workshop attendees to further refine WEPP-Mine
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WEPP• WEPP (Water Erosion Prediction Project) was
initiated in 1985 as a new‐generation water erosion prediction technology for use by federal action agencies involved in soil and water conservation and environmental planning and assessment
• WEPP was developed by the USDA‐ARS with user requirements collected from the Bureau of Land Management (BLM), Forest Service (FS), and Soil Conservation Service (SCS)
• The WEPP model is a result of a large team efforts involving many scientists and experts
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WEPP cont’d
• WEPP was intended to replace empirically-based erosion prediction technologies (e.g., USLE) for assessing the soil erosion impact of diverse land uses ranging from cotton fields to mountain forests
• It simulates many of the physical processes important in water erosion, including infiltration, runoff, ET, percolation, subsurface lateral flow, raindrop and flow detachment, sediment transport, deposition, plant growth, residue decomposition, and changes in soil properties
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WEPP cont’d
• The WEPP model can be used for common hillslope applications or on watersheds
• In addition to WEPP core codes, the current version includes a parameter database and various interfaces, including a GIS and web‐based interfaces
• WEPP technologies have been successfully used in the evaluation of important natural resources issues throughout the US and in many other countries
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WEPP Watershed
• WEPP discretizes a watershed into hillslopes, channel segments, and impoundments
• An impoundment can be on the channel network or at the foot of a hillslope
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WEPP Inputs• Climate
Observed daily values of precipitation (amount, duration, relative time to peak, relative peak intensity), temperatures (max, min), solar radiation, and wind (direction, speed)
Generated with CLIGEN, an auxiliary stochastic climate generator
• Topography• Slope orientation, slope length, and slope steepness at
points along the slope profile
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WEPP Inputs cont’d
• Soil Surface soil hydraulic properties, erosion parameters, and
texture data for the soil profile Soil properties of multiple layers to a maximum depth of
1.8 m can be input
• Land management Information and parameters for plant growth, tillage, plant
and residue management, initial conditions, contouring, subsurface drainage, and crop rotation
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WEPP Outputs• Event-by-event summary of runoff and soil erosion
• Graphical output for soil detachment and sedimentation along a slope profile
• Daily water balance
• Plant growth and residue decomposition
• Snow accumulation and snowmelt and soil frost and thaw
• Dynamic change of soil properties
• Sediment yield
• Return-period analysis
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WEPP Impoundments• WEPP simulates foothill small ponds behind
Filter fence Straw bales
• WEPP also simulates sediment ponds with hydraulic structures Drop spillway Perforated riser Culvert Emergency spillway Rock-fill check dam
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Drop Spillway
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Perforated Riser
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Culvert
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Emergency Spillway
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Rock-fill Check Dam
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Filter Fence
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WEPP Application to Mining Areas• To simulate the effect of mining operations on soil
erosion and to evaluate sediment control BMPs, typical WEPP applications to mining areas may involve the assessment of Premining condition as a baseline against which other
scenarios can be compared Postmining with revegetation Postmining with revegetation and a sediment pond Postmining with revegetation and a silt fence
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WEPP-Mine• WEPP-Mine was developed based on the USDA’s
online GIS interface for the WEPP model
• It provides functions specifically for applications to mining areas Using user-specified DEMs Using reclamation maps Simulating watershed-specific sediment ponds
• It can be accessed using a web browser at http://wepponlinegis.bsyse.wsu.edu/osm
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WEPP-Mine Inputs
• USGS 30-m DEM
• USGS 2006 National Land Cover
• NRCS SSURGO soil data
• Spatial data automatically retrieved from the online servers by default
• Soil and landuse can also be customized within the WEPP-Mine interface
• Special permission is required for uploading user-specified DEMs and reclamation maps
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WEPP-Mine Inputs cont’d
• CLIGEN-generated climate based on long-term monthly statistics is currently used (the use of observed climatic data will be implemented)
• The CLIGEN database includes more than 2,600 weather stations across the US
• Weather statistics of the station closest to the watershed outlet is used by default
• PRISM 800-m gridded monthly averages is applied to the monthly statistics to account for location and elevation differences from the CLIGEN station
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WEPP-Mine Outputs
• Channel network
• Subcatchments
• Watershed summary
• Average annual values of the simulation results
• Return-period and frequency analysis
• Flowpath soil loss map
• Representative hillslope runoff map
• Representative hillslope soil detachment map
• Representative hillslope soil loss map
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WEPP-Mine Output cont’d
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General Steps for WEPP-Mine Applications• Select area of interest
• Generate channel network
• Select watershed outlet and discretize watershed and subwatersheds
• View watershed summary
• Customize watershed inputs
• Run WEPP
• Analyze WEPP simulation results
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Computer Requirement
• A computer connected to internet
• A web browser
• Following instructions on the web page (select and click buttons)
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Premining Simulation
• WEPP simulation for the premining conditions can be accomplished by following the general steps for WEPP-Mine application without customizing watershed inputs
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Premining Simulation cont’d
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Postmining Simulation
• User-specified DEM is used for topographical inputs for postmining conditions
• A reclamation map can be uploaded for postmining soils and land managements
• Soils at the disturbed mining areas are composed of mine spoils and a 0.6-m top soil layer if top soil is applied during reclamation
• Postmining top soil is a mixture of the onsite soil described in the SSURGO database
• Surface soil hydraulic and erosion parameters were adjusted according to reclamation stages
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Postmining Soil and Landuse
Map unit Description Land Managements Surface Soils
0 Undisturbed or No Data Shrub SM Shrub
1 Disturbed—Facilities Poor grass Paved or Bare Rock
2 Not Reclaimed Bare Mine Spoil
3 Pre-Reclamation Bare Regraded Mine Spoil
4 Natural Revegetation Poor grass SM Top Soil
5 Seed Phase I Good grass SM Sod Grass
6 Seed Phase II Good grass SM Bunch Grass
7 Trail-complete Low traffic road SM Skid
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User-Specified Maps• The required format includes
Raster map in ASCII 30-m resolution UTM projection 0 for “no data”
• The corresponding projection file for the map needs to be loaded
• The IP address of a user is verified for uploading files to the WEPP-Mine server
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User-Specified DEM
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Reclamation Map
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Sediment Pond• After a watershed is discretized, one can specify
sediment ponds
• Impoundment inputs include dimensions of the pond and related hydraulic structure parameters
• Default pond dimensions (stage-area-length relationship) are determined based on horizontal areas encircled by two half ellipses separated by the widest line of the area
• Inputs for chosen hydraulic structures of a pond are shown after clicking the “Set Structure Parameters” button
• User inputs override the default values
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Sediment Pond cont’d
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Sediment Pond cont’d
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Case Application
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Study Site• WEPP-Mine was
applied to Watershed III in Area A, Big Sky Mine, a major surface coal mine in southeast Montana
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Big Sky Mine Area A• Mining completed in 1989
• Major reclamation activities (regrading, topsoil replacement, and revegetation) completed in 1992
• Since 1984, many watersheds in the Big Sky Mine have been monitored for channel flow and water quality
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Field Observations
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WEPP Simulations
• Four WEPP runs were made to examine model performance in simulating the effect of three sediment control BMPs Premining (natural) condition Postmining with revegetation Postmining with revegetation and a sediment pond Postmining with revegetation and a silt fence
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Inputs for Premining• Oldest DEM available for the study area
• NRCS SSURGO soil data
• USGS National Land Cover dataset for landuse and management
• Soil and management data acquired using the online WEPP GIS interface
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Postmining with Revegetation• Topographic map taken from the “Big Sky Mine 2008
Annual Report”
• Soil and management data for the disturbed areas from the reclamation and bond status report
• Soil and management data prepared based on field observations
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Watershed Delineation: Premining and Postmining• Topographic, soil, landuse, and management
conditions vary from the mining to postmining period and differ from the natural, premining conditions
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0 20 40 60 80 100 120 140-505
101520
Sediment Pond• A sediment pond set near the outlet of the watershed
Volume 60,000 m3
One culvert 2.4 m above bottom Culvert i.d. 18 cm
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Silt Fence
• A silt fence set on the toe of a hillslope near the watershed outlet Fence height 1m
Curtsey: USDA Forest ServiceRocky Mountain Research StationForestry Sciences Laboratory, Moscow, ID
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Return-period Analysis• 25-yr WEPP simulations were carried out using
observed precipitation and temperature for 1984–2009 from Colstrip climate station (5 mi northwest of the site) and other required climate data generated using CLIGEN
• Return-period analyses were performed on field observations and WEPP simulations
• Runoff and sediment yields of WEPP-simulated events with a return period of 2, 5, 10, or 20 yr were compared with field observations
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Return-period Analysis• Return periods were estimated using Chow’s
frequency factor method and Gumbel’s distribution with an annual maxima series following Patra (2000)
)))1/(ln(ln(7797.045005.0(
TTK
KsXX xmT
T: the specified return period XT: the estimated value for a return period TXm and sx: the mean and standard deviation of the annual maxima of the events
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Results
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Results cont’d
Runoff, mm Sediment Yield, kg/ha
Return Period (yr) 2 5 10 20 2 5 10 20
Observed 0.7 2.3 3.3 4.3 0.8 2.0 2.7 3.5
Simulated
Premining 2.7 6.8 9.5 12.1 1200 3000 4100 5200
Postmining & Revegetation 6.8 15.9 21.9 27.7 7600 20300 28700 36700
Postmining & Sediment pond 6.1 15.0 21.0 26.7 3300 10800 15700 20400
Postmining & Silt fence 6.8 15.9 21.9 27.7 6700 17800 25200 32200
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Results cont’d
• WEPP overestimated observed runoff and sediment yield
• However, WEPP simulation results showed the effectiveness of the sediment control practices
• A silt fence near the watershed outlet would help to reduce sediment yield slightly from the postmining revegetation condition
• WEPP simulations indicated a sediment pond to be more effective, with a reduction of sediment yield of 50%
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Summary• WEPP-Mine was developed as a management tool for
evaluating potential environmental impacts during and after mining operations
• WEPP-Mine was applied to a watershed in Area A, Big Sky Mine, southeastern Montana, to assess watershed hydrology and erosion as impacted by surface coal mining activities and postmining reclamation and sediment control practices
• Three commonly used BMPs: revegetation, sediment basin, and silt fence were evaluated as postmining reclamation management plans
• Additionally, a baseline scenario, the premining condition, was simulated
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Summary cont’d• The WEPP simulations demonstrated the effectiveness
of the sediment control practices
• Future efforts are needed to Further evaluate the WEPP-Mine performance through
systematic and statistical comparison of model results and long-term field observations for different mines under different geographic conditions in the western US
Continually refine and develop functions (filter fence, buffer zone) specific for mining applications
Develop a comprehensive database of soil and management for alkaline mines in the western US for using WEPP-Mine
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Acknowledgment• Funding support from OSM; in-kind support from WSU,
US Forest Service, and USDA NSERL
• Technical exchanges with and support from P. Clark and D. Matt
• Funding and technical support and data and information from MT DEQ, T. Golnar, J. Calabrese, Dr. E. Hinz.
• Funding and technical support and assistance in field work from Rosebud Mine engineers and staff
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THANK YOU!
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Resources and References• http://www.ars.usda.gov/Research/docs.htm?docid=10621 (This USDA NSERL site contains
extensive documentation and references on the WEPP model, including the free model downloads)
• Key references on the overview of the WEPP model Flanagan, D.C., Livingston, S.J. (Eds.), 1995. USDA-Water Erosion Prediction Project User Summary. NSERL
Rep. No. 11, Natl. Soil Erosion Res. Lab., USDA ARS, West Lafayette, IN, 139 pp. Flanagan, D.C., Nearing, M.A. (Eds.), 1995. USDA-Water Erosion Prediction Project: Hillslope Profile and
Watershed Model Documentation. NSERL Rep. No. 10, Natl., oil Erosion Res. Lab., USDA ARS, West Lafayette, IN, 298 pp.
Flanagan, D.C., Ascough II., J.C., Nicks, A.D., Nearing, M.A., Laflen, J.M., 1995. Overview of the WEPP erosion prediction model. In: Flanagan, D.C., Nearing, M.A. (Eds.), USDA-Water Erosion Prediction Project Hillslope Profile and Watershed Model Documentation. NSERL Rep. 10, Natl. Soil Erosion Res. Lab., USDA ARS, West Lafayette, IN (Chapter1).
Laflen, J.M., Lane, L.J., Foster, G.R., 1991. WEPP—a next generation of erosion prediction technology. J. Soil Water Conserv. 46, 34–38.
Laflen, J.M., Elliot, W.J., Flanagan, D.C., Mayer, C.R., Nearing, M.A., 1997. WEPP-predicting water erosion using a process-based model. J. Soil Water Conserv. 52, 96–102.
Laflen, J.M., Flanagan, D.C., Engel, B.A., 2004. Soil erosion and sediment yield prediction accuracy using WEPP. Am. Water Res. Assoc. 40, 289–297.
• Selected papers on modifying and applying the WEPP model by Dr. J. Wu’s group• Pieri, L., M. Bittelli, J.Q. Wu, S. Dun, D.C. Flanagan, P. Rossi Pisa, F. Ventura, and F. Salvatorelli, 2007. Using
the Water Erosion Prediction Project (WEPP) model to simulate field-observed runoff and erosion in the Apennines Mountain Range, Italy, J. Hydrol. 336, 84–97.
• Zhang, J.X., K-T Chang, and J.Q. Wu, 2008. Effects of DEM resolution and source on soil erosion modelling: a case study using the WEPP model, Int. J. Geogr. Info. Sci. 22, 925–942.
• Dun, S., J.Q. Wu, W.J. Elliot, P.R. Robichaud, D.C. Flanagan, J.R. Frankenberger, R.E. Brown, and A.C. Xu, 2009. Adapting the Water Erosion Prediction Project (WEPP) model for forest applications, J. Hydrol. 466, 46–54.
• Dun, S., J.Q. Wu, D.K. McCool, J.R. Frankenberger, and D.C. Flanagan, 2010. Improving frost simulation subroutines of the Water Erosion Prediction Project (WEPP) Model, Trans. ASABE. 53, 1399–1411.