Online Modeling Tools Assist in Evaluating Postfire Flooding and Erosion Risk

Total Page:16

File Type:pdf, Size:1020Kb

Online Modeling Tools Assist in Evaluating Postfire Flooding and Erosion Risk ONLINE MODELING TOOLS ASSIST IN EVALUATING POSTFIRE FLOODING AND EROSION RISK Peter Robichaud, Research Engineer, USDA Forest Service, Rocky Mountain Research Station, Moscow, Idaho, [email protected]; William Elliot, Research Engineer, USDA Forest Service, Rocky Mountain Research Station, Moscow, Idaho, [email protected]; Erin Brooks, Assistant Professor, University of Idaho, Moscow, Idaho, [email protected]; Marianna Dobre, Post-doctoral Fellow, University of Idaho, Moscow, Idaho, [email protected]; Dennis Flanagan, Research Agricultural Engineer, USDA Agricultural Research Service, National Soil Erosion Laboratory, West Lafayette, Indiana, [email protected]; James Frankenburger, Information Technology Specialist, USDA Agricultural Research Service, National Soil Erosion Laboratory, West Lafayette, Indiana, [email protected] Abstract: Postfire assessment teams need erosion modeling tools to quickly assess the risks of elevated runoff and sediment delivery to infrastructure and water resources. Major advancements in our knowledge of postfire assessments, risk analysis and erosion control treatment effectiveness have improved our ability to understand the consequences and outcomes that occur in the postfire environment. Disturbed areas often increase overland flow connectivity degrading water quality and water resource. We have developed accessible and easy-to-use Water Erosion Prediction Project (WEPP) based online models to help forest land managers predict postfire runoff, soil erosion and sediment delivery from disturbed forests and rangelands. These models, the Erosion Risk Management Tool (ERMiT), Disturbed WEPP and the Peak Flow Calculator allow users to vary climate, soil texture, local topography, vegetation, and surface cover (burn severity, management activities, etc.). ERMiT is more appropriately used by land managers to predict the probability of postfire sediment delivery for a given storm for hillslopes left untreated and hillslopes treated mulch, seeding, or erosion barriers. The latter model aids in decisions of where, when, and how to apply postfire mitigation treatments. Disturbed WEPP predicts annual runoff and sediment yields from young and old forests, following wildfire, grazing, and timber harvest disturbances. These tools are also available as ERMiT Batch and Disturbed WEPP Batch allowing users to vary input parameters and efficiently compare results in simple spreadsheet output tables. The Peak Flow Calculator allows users to quickly determine peak discharge rates for small watersheds. Online GIS-WEPP BAER Interface is the most recent addition to our suite of user-friendly model platforms. Local topographic, soils, fire effects and climatic variables are seamlessly incorporated into the WEPP Watershed model with point-and-click area selection using online mapping services. These easy to access and easy to use tools assist in making the best use of limited rehabilitation resources and assessing fire effects on soils in conjunction with local climate and watershed characteristics. INTRODUCTION Land management issues related to wildfires and postfire response have become more prominent as the frequency of large wildfires has increased. Resource managers are concerned with both the direct effects of the flame front and the postfire consequences. Postfire peak runoff and erosion can be orders-of-magnitude larger than prefire values due to the loss of surface cover and fire- induced changes in soil properties (Moody et al. 2013). Direct and indirect fire effects impact larger numbers of people as source water for municipal water supplies and community developments are encompassed by areas increasingly at risk for wildfire (Miller et al. 2011). ONLINE MODELING TOOLS Many of our postfire erosion models (http://forest.moscowfsl.wsu.edu/fswepp/; Figure 1) were developed as part of a suite of tools (http://forest.moscowfsl.wsu.edu/BAERTOOLS/) for use by Burned Area Emergency Response (BAER) teams. The models are fully open to the public and there are no costs associated with their use allowing both public and private specialists access to the same tools. Behind the interfaces, the Water Erosion Prediction Project (WEPP) Model, a distributed physically-based hydrology and erosion model (Flanagan and Nearing 1995; Laflen et al. 1997), is the server-based “engine” that processes inputs and creates outputs based on the Forest Service WEPP interfaces. Forest Service WEPP Interfaces WEPP:Road WEPP:Road Batch ERMiT ERMiT batch (download) Disturbed WEPP Disturbed WEPP batch (download) Disturbed WEPP 2012 Water And Sediment Predictor Tahoe Basin Sediment Model FuME (Fuel Management) Rock:Clime Peak Flow Calculator Great Lakes Web Interface Figure 1. Online web page for accessing Forest Service WEPP models (http://forest.moscowfsl.wsu.edu/fswepp). ERMiT: The Erosion Risk Management Tool (ERMiT) predicts the probability of a given depth of runoff and sediment yield from a single rainfall or snowmelt event on unburned, burned, and recovering forest, range, and chaparral hillslopes (Robichaud et al. 2007a; b). ERMiT provides a distribution of single event erosion rates with the likelihood of their occurrence. ERMiT also predicts the sediment yields following mulching, seeding, and installing of log erosion barriers (Figure 2). Sediment Delivery Probability that Event sediment delivery ( ton ac-1 ) sediment yield Year following fire will be exceeded 35 % 1st year 2nd year 3rd year 4th year 5th year Untreated 10.63 4.73 2.1 1.06 0.25 Seeding 10.63 2.87 1.82 1 0.25 Mulch (0.5 ton ac-1) 2.97 2.22 2.1 1.06 0.25 Mulch (1 ton ac-1) 2.06 1.83 2.1 1.06 0.25 Mulch (1.5 ton ac-1) 2.02 1.75 2.1 1.06 0.25 Mulch (2 ton ac-1) 1.97 1.73 2.1 1.06 0.25 0.7 65 Erosion Barriers: Diameter ft Spacing ft Logs & Wattles 7.75 4.21 1.71 0.84 0.15 Figure 2. ERMiT output screen showing various treatment effect on sediment delivery. Disturbed WEPP: Disturbed WEPP predicts annual erosion rates for forest and rangeland hillslopes (Elliot 2013). Disturbed WEPP can simulate a variety of management scenarios, including the effects of wildfire, fuel treatments, timber harvest, and regeneration. The output includes mean annual runoff, erosion rate, sediment yield, and the probability of these occurring. Peak Flow Calculator: Our online interface to the Natural Resource Conservation Service (USDA-NRCS) Curve Number method is used to estimate stream peak flow from small burned watersheds. The rainfall and runoff amounts predicted by ERMiT, other computer programs, or reported in the literature can be used to estimate a curve number for a selected land use condition, which in the case of fire is generally related to the soil burn severity. ERMiT and Disturbed WEPP Batch Spreadsheet Tools: Downloadable batch spreadsheet tools for the ERMiT and Disturbed WEPP interfaces are available (http://forest.moscowfsl.wsu.edu/fswepp/batch/bERMiT.html; http://forest.moscowfsl.wsu.edu/fswepp/batch/dWb.html). The model runs are carried out on our server, but input scenarios and processing of results are done on the user’s computer with spreadsheet software. These spreadsheets allow users to run ERMiT or Disturbed WEPP for multiple hillslopes simultaneously. Drop down menus and copy/paste features facilitate the process of filling out the input worksheet(s). Online GIS-WEPP BAER: We have developed new beta-release tool that uses the open-source MapServer© online GIS in conjunction with WEPP spatial analysis procedures to allows users to conduct watershed analysis without the need to have a GIS program on their computer or the need to reformat data sets (Frankenberger et al. 2011). The interface uses Google Map images and TOPAZ analysis to define a watershed for simulation with WEPP, based on the USGS seamless DEM. The post-fire burn severity map is the primary input to define the spatial extent of the fire which is used in conjunction with the soil layer, the vegetation layer, and DEMs (Frankenberger et al. 2011; Flanagan et al. 2013). These interfaces do not require advanced GIS skills, such as the downloading and preprocessing of topography, soils, or land cover databases. REFERENCES Elliot, W.J. (2013). Erosion processes and prediction with WEPP technology in forests in the Northwestern U.S. Transactions of the ASABE 56(2), 563–579. Flanagan, D.C., and Nearing, M.A. (1995). USDA-Water Erosion Prediction Project: Hillslope profile and watershed model documentation. US Department of Agriculture, National Soil Erosion Research Laboratory, NSERL Report No. 10. West Lafayette, IN. Flanagan, D.C., Frankenberger, J.R., Cochrane, T.A., Renschler, C.S., and Elliot, W.J. (2013). Geospatial application of the Water Erosion Prediction Project (WEPP). Transactions of the ASABE 56(2), 591–601. Frankenberger, J.R., Dun, S., Flanagan, D.C., Wu, J., and Elliot, W.J. (2011) Development of a GIS interface for WEPP model application to Great Lakes forested watersheds. Presented at International Symposium on Erosion and Landscape Evolution, 18–21 September 2011, Anchorage, AK. Paper No. 11139. American Society of Agricultural and Biological Engineering: St. Joseph, MI. Laflen, J.M., Elliot, W.J., Flanagan, D.C., Meyer, C.R., and Nearing. M.A. (1997). WEPP— Predicting water erosion using a process-based model. Journal of Soil and Water Conservation 52(2), 96–102. Miller, M.E., MacDonald, L.H., Robichaud, P.R., and Elliot, W.J. (2011). Predicting post-fire hillslope erosion in forest lands of the western United States. International Journal of Wildland Fire 20(8), 982–999. Moody, J.A., Shakesby, R.A., Robichaud, P.R., Cannon, S.H., and Martin. D.A. (2013). Current research issues related to post-wildfire runoff and erosion processes. Earth-Science Reviews 122, 10–37. Robichaud, P.R., Elliot, W.J., Pierson, F.B., Hall, D.E., Moffet, C.A., and Ashmun, L.E. (2007a). Erosion risk management tool (ERMiT) user manual, version 2006.01.18. US Department of Agriculture, Forest Service, Rocky Mountain Research Station, General Technical Report RMRS-GTR-188. Fort Collins, CO. Robichaud, P.R., Elliot, W.J., Pierson, F.B., Hall, D.E., Moffet, C.A., and Ashmun, L.E.
Recommended publications
  • Modifying Wepp to Improve Streamflow Simulation in a Pacific Northwest Watershed
    MODIFYING WEPP TO IMPROVE STREAMFLOW SIMULATION IN A PACIFIC NORTHWEST WATERSHED A. Srivastava, M. Dobre, J. Q. Wu, W. J. Elliot, E. A. Bruner, S. Dun, E. S. Brooks, I. S. Miller ABSTRACT. The assessment of water yield from hillslopes into streams is critical in managing water supply and aquatic habitat. Streamflow is typically composed of surface runoff, subsurface lateral flow, and groundwater baseflow; baseflow sustains the stream during the dry season. The Water Erosion Prediction Project (WEPP) model simulates surface runoff, subsurface lateral flow, soil water, and deep percolation. However, to adequately simulate hydrologic conditions with significant quantities of groundwater flow into streams, a baseflow component for WEPP is needed. The objectives of this study were (1) to simulate streamflow in the Priest River Experimental Forest in the U.S. Pacific Northwest using the WEPP model and a baseflow routine, and (2) to compare the performance of the WEPP model with and without including the baseflow using observed streamflow data. The baseflow was determined using a linear reservoir model. The WEPP- simulated and observed streamflows were in reasonable agreement when baseflow was considered, with an overall Nash- Sutcliffe efficiency (NSE) of 0.67 and deviation of runoff volume (Dv) of 7%. In contrast, the WEPP simulations without including baseflow resulted in an overall NSE of 0.57 and Dv of 47%. On average, the simulated baseflow accounted for 43% of the streamflow and 12% of precipitation annually. Integration of WEPP with a baseflow routine improved the model’s applicability to watersheds where groundwater contributes to streamflow. Keywords. Baseflow, Deep seepage, Forest watershed, Hydrologic modeling, Subsurface lateral flow, Surface runoff, WEPP.
    [Show full text]
  • Adapting the Water Erosion Prediction Project (WEPP) Model for Forest Applications
    Journal of Hydrology 366 (2009) 46–54 Contents lists available at ScienceDirect Journal of Hydrology journal homepage: www.elsevier.com/locate/jhydrol Adapting the Water Erosion Prediction Project (WEPP) model for forest applications Shuhui Dun a,*, Joan Q. Wu a, William J. Elliot b, Peter R. Robichaud b, Dennis C. Flanagan c, James R. Frankenberger c, Robert E. Brown b, Arthur C. Xu d a Washington State University, Department of Biological Systems Engineering, P.O. Box 646120, Pullman, WA 99164, USA b US Department of Agriculture, Forest Service, Rocky Mountain Research Station, Moscow, ID 83843, USA c US Department of Agriculture, Agricultural Research Service (USDA-ARS), National Soil Erosion Research Laboratory, West Lafayette, IN 47907, USA d Tongji University, Department of Geotechnical Engineering, Shanghai 200092, China article info summary Article history: There has been an increasing public concern over forest stream pollution by excessive sedimentation due Received 11 July 2008 to natural or human disturbances. Adequate erosion simulation tools are needed for sound management Received in revised form 6 December 2008 of forest resources. The Water Erosion Prediction Project (WEPP) watershed model has proved useful in Accepted 12 December 2008 forest applications where Hortonian flow is the major form of runoff, such as modeling erosion from roads, harvested units, and burned areas by wildfire or prescribed fire. Nevertheless, when used for mod- eling water flow and sediment discharge from natural forest watersheds where subsurface flow is dom- Keywords: inant, WEPP (v2004.7) underestimates these quantities, in particular, the water flow at the watershed Forest watershed outlet. Surface runoff Subsurface lateral flow The main goal of this study was to improve the WEPP v2004.7 so that it can be applied to adequately Soil erosion simulate forest watershed hydrology and erosion.
    [Show full text]
  • Using the Wepp Model to Predict Sediment Yield in a Sample Watershed in Kahramanmaras Region
    USING THE WEPP MODEL TO PREDICT SEDIMENT YIELD IN A SAMPLE WATERSHED IN KAHRAMANMARAS REGION Alaaddin YÜKSEL Abdullah E. AKAY Mahmut REİS KSÜ, Orman Fakültesi, Orman Mühendisliği Bölümü, 46060, Kahramanmaraş Recep GÜNDOĞAN KSÜ, Ziraat Fakültesi, Toprak Bölümü, 46060, Kahramanmaraş E-mail: [email protected], [email protected], [email protected], [email protected] ABSTRACT Considerable amount of sediment yield reaches into streams, lakes, and dam reservoirs from 26 major watersheds in Turkey. Several models have been developed to estimate the sediment yield from watersheds. WEPP (Water Erosion Prediction Project) model is one of the most common model which not only predicts the amount of sediment yield but also determines where and when the sediment produc- tion occurs and locates possible deposition places. Besides, the geo-spatial interface for WEPP model (GeoWEPP) can use digital geo-referenced information by integrat- ing with the most common GIS tools ( i.e. ArcView, ArcGIS) . Therefore, watershed managers can decide the most appropriate soil erosion conservation and sediment prevention techniques for a specific watershed based on the WEPP outputs in text or graphical format. The sediment yield from a watershed in Kahramanmaraş region (Ayvalı Dam Watershed) was estimated by using GeoWEPP model. In this study, process of estimating sediment yield from a specific sub watershed located in a for- ested area was presented to indicate the performance of GeoWEPP. This study indi- cated that using GeoWEPP can provide watershed managers with quick estimation of sediment yield from large watersheds in high accuracy. Keywords: WEPP, GeoWEPP, Sedimentation, Dam Watershed, Kahramanmaraş, 12 INTERNATIONAL CONGRESS ON RIVER BASIN MANAGEMENT 1.
    [Show full text]
  • Application of the WEPP Model to Surface Mine Reclamation• By
    Application of the WEPP Model to Surface Mine Reclamation• by W. J. Elliot Wu Qiong Annette V. Elliot2 Abstract. Sediment from mining sources contributes to the pollution of surface waters. Restoration of mined sites can reduce the problems associated with erosion, and one of the most important objectives of surface mine reclamation is the control of surface runoff and erosion from reclaimed areas. Current methods for predicting sediment yield do not suit surface mine sites because non- agricultural soils and vegetation are involved. There is a need for a computer model to aid in identifying improved management systems and reclamation practices with suitable input data files and appropriate hydrologic modeling routines. The USDA Water Erosion Prediction Project (WEPP) resulted in the development of a computer model based on fundamental erosion mechanics. The WEPP model will be in widespread use by the mid 1990s by the Soil Conservation Service (SCSI, and will be the erosion prediction model of choice well into the next century. This paper gives an overview of the WEPP erosion prediction technology and its implications to surface mine reclamation, and reports on a research project that identifies critical watershed parameters unique to surface mining and reclamation through a sensitivity analysis of the WEPP Watershed Model. The study contributes to the validation of the WEPP Watershed Version by comparing estimates generated by the model with observed data from watersheds after surface mining. Additional Key Words: Erosion simulation INTRODUCTION control of surface runoff and erosion from reclaimed areas (Mitchell et al., 1983; Hartley As renewable fossil fuel energy reserves are and Schuman, 1984).
    [Show full text]
  • Modeling Phosphorus Transport Using the WEPP Model Mario Perez-Bidegain Iowa State University
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by Digital Repository @ Iowa State University Iowa State University Capstones, Theses and Retrospective Theses and Dissertations Dissertations 2007 Modeling phosphorus transport using the WEPP model Mario Perez-Bidegain Iowa State University Follow this and additional works at: https://lib.dr.iastate.edu/rtd Part of the Agriculture Commons, Agronomy and Crop Sciences Commons, Bioresource and Agricultural Engineering Commons, Environmental Sciences Commons, and the Soil Science Commons Recommended Citation Perez-Bidegain, Mario, "Modeling phosphorus transport using the WEPP model" (2007). Retrospective Theses and Dissertations. 15497. https://lib.dr.iastate.edu/rtd/15497 This Dissertation is brought to you for free and open access by the Iowa State University Capstones, Theses and Dissertations at Iowa State University Digital Repository. It has been accepted for inclusion in Retrospective Theses and Dissertations by an authorized administrator of Iowa State University Digital Repository. For more information, please contact [email protected]. Modeling phosphorus transport using the WEPP model by Mario Perez-Bidegain A dissertation submitted to the graduate faculty in partial fulfillment of the requirements for the degree of DOCTOR OF PHILOSOPHY Co-majors: Soil Science (Soil Management); Environmental Science Program of Study Committee: Richard M. Cruse, Co-major Professor Matthew J. Helmers, Co-major Professor Brian K. Hornbuckle Robert Horton John M. Laflen Iowa State University Ames, Iowa 2007 Copyright © Mario Perez-Bidegain, 2007. All rights reserved. UMI Number: 3259439 UMI Microform 3259439 Copyright 2007 by ProQuest Information and Learning Company. All rights reserved. This microform edition is protected against unauthorized copying under Title 17, United States Code.
    [Show full text]
  • Wepp Model Applications for Evaluations of Best Management Practices
    WEPP MODEL APPLICATIONS FOR EVALUATIONS OF BEST MANAGEMENT PRACTICES D.C. FLANAGAN 1, W.J. ELLIOT 2, J.R. FRANKENBERGER 3, C. HUANG 4 1USDA-Agricultural Research Service, National Soil Erosion Research Laboratory, 275 S. Russell Street, West Lafayette, Indiana, USA, 47907. Phone: +01 765-494- 8673, FAX: +01 765-494-5948, email: [email protected] 2USDA-Forest Service, Rocky Mountain Research Station, 1221 S. Main St., Moscow, ID, USA. 83843. Phone: +01 208-883-2338, FAX: +01 208-883-2318, email: [email protected] 3USDA-Agricultural Research Service, National Soil Erosion Research Laboratory, 275 S. Russell Street, West Lafayette, Indiana, USA, 47907. Phone: +01 765-494- 8673, FAX: +01 765-494-5948, email: [email protected] 4USDA-Agricultural Research Service, National Soil Erosion Research Laboratory, 275 S. Russell Street, West Lafayette, Indiana, USA, 47907. Phone: +01 765-494- 8673, FAX: +01 765-494-5948, email: [email protected] Summary The Water Erosion Prediction Project (WEPP) model is a process-based erosion prediction technology for application to small watersheds and hillslope profiles, under agricultural, forested, rangeland, and other land management conditions. Developed by the United States Department of Agriculture (USDA) over the past 25 years, WEPP simulates many of the physical processes that are important when estimating runoff, soil erosion, and sediment delivery at a location having unique climate, topography, soils, and plants/tillage/management. A variety of user interfaces and databases make the model very easy to apply and use, particularly within the United States. The USDA Agricultural Research Service (ARS) has developed a stand-alone Windows WEPP system, as well as internet web-based hillslope and GIS watershed interfaces.
    [Show full text]
  • WEPP Model Be Improved to Allow Access to Sub-Daily Time Scale Results So That It Can Be Better Integrated with Other Watershed Models
    A COUPLED UPLAND-EROSION AND INSTREAM HYDRODYNAMIC-SEDIMENT TRANSPORT MODEL FOR EVALUATING SEDIMENT TRANSPORT IN FORESTED WATERSHEDS W. J. Conroy, R. H. Hotchkiss, W. J. Elliot ABSTRACT. This article describes a prototype modeling system for assessing forest management-related erosion at its source and predicting sediment transport from hillslopes to stream channels and through channel networks to a watershed outlet. We demonstrate that it is possible to develop a land management tool capable of accurately assessing the primary impacts of spatiotemporally varied forest management practices on sediment yield and delivery at hillslope to watershed scales in a single simulation. The modeling system consists of four components: (1) the TOpographic ParameteriZation (TOPAZ) model for discretizing hillslope and channel elements, (2) the Water Erosion Prediction Project (WEPP) model for evaluating hillslope-scale surface erosion processes, (3) the National Center for Computational Hydrodynamics and Engineering’s one-dimensional (CCHE1D) hydrodynamic-sediment transport model, and (4) an interface program to manage relational databases and data transfer between modules. The coupled models were calibrated and validated with observed flow and sediment load data from the North Fork Caspar Creek Experimental Watershed in coastal northern California. The coupled models’ predictions of peak flow rate and total flow volume were not significantly different from observed values. Predicted sediment concentrations were significantly different from observed values, but within typical ranges for sediment transport equations. We recommend that the WEPP model be improved to allow access to sub-daily time scale results so that it can be better integrated with other watershed models. Keywords. Erosion modeling, Hydrodynamic modeling, Watershed models, TMDLs, CCHE1D, WEPP.
    [Show full text]
  • The Water Erosion Prediction Project (WEPP) Model
    WEPP Model Background, Status, and Current Projects Dennis C. Flanagan Research Agricultural Engineer USDA-Agricultural Research Service Adjunct Professor Purdue Univ., Dept. of Agric. & Biol. Eng. National Soil Erosion Research Laboratory West Lafayette, Indiana, USA “The NSERL – to provide the knowledge and technology needed by land users to conserve soil for future generations.” Building dedicated 1/15/1982 Presentation Outline Erosion Prediction History WEPP Model Background Model Status – 2015 Current Projects Summary Scales of interest 0.01 to 1 ha – Hillslope scale Hillslope profiles in 1 to 1000 ha – Field, farm scale agricultural fields, forested areas, rangeland parcels, Small watersheds in landfills, mines, highways, agricultural fields, on farms, construction sites, etc. in forested catchments, construction sites, etc. Important Processes at these Scales Precipitation (and weather in general) – rainfall occurrence, volume, storm duration, intensity Surface hydrology – infiltration, pondage, ET, runoff Subsurface hydrology – percolation, seepage, lateral flow Hillslope erosion processes – detachment by rainfall, shallow flow transport, rill detachment by flow shear stress, sediment transport, sediment deposition. Channel erosion processes – detachment by flow shear stress, sediment transport, downcutting to a nonerodible layer, sediment deposition. Hillslope region from a small watershed Erosion Prediction History Early tools developed in the 1940’s-1970’s were all empirically-based. Universal Soil Loss Equation (USLE) and revisions Beginning in late 1970’s, efforts began to focus on process-based modeling. ANSWERS and CREAMS models were first distributed parameter hillslope/watershed models with some physical processes represented. They still used USLE for sediment generation. In 1985, the Water Erosion Prediction Project (WEPP) was initiated by USDA, at a meeting in Lafayette, Indiana.
    [Show full text]
  • Lake Tahoe West Science Symposium Day 1: Tuesday May 19, 9:00 Am – 2:00 Pm Day 2: Friday May 29, 9:00 Am – 2:30 Pm Zoom Features
    Lake Tahoe West Science Symposium Day 1: Tuesday May 19, 9:00 am – 2:00 pm Day 2: Friday May 29, 9:00 am – 2:30 pm Zoom Features • Participants are in listen-only mode • Click on the Q&A icon to submit questions • Use the Chat feature if you need technical assistance – send messages to All Panelists • Let us know who is online: please use the Chat feature to introduce yourself! • We recommend joining through phone + computer if your audio or internet is poor Symposium Goals and Audience • Primary Goal: Present and discuss findings from the LTW modeling effort and how they inform future resilience of the Lake Tahoe basin landscape. • Additionally, highlight how modeling results informed the LTW Landscape Restoration Strategy and may inform future environmental analysis • Diverse Audience Symposium Format • Each presentation will be followed by Q&A • Participants submit questions using the Zoom Q&A feature • Moderator will select questions for presenters and panelists • Final panel will discuss overall take-homes Morning agenda Lake Tahoe West TIME AGENDA ITEM PRESENTER 9:00 am Welcome, Zoom Overview, Agenda Review, Introductions Sarah Di Vittorio, Science Symposium National Forest Foundation 9:10 am Introduction to Today’s Workshop Pat Manley, PSW Orientation to today’s talks and associated science Jonathan Long, PSW products 9:20 am Effects of treatment in aspen-conifer stands on fire Chad Hoffman and Justin behavior and stand structure Ziegler, Colorado State 15-minute presentation followed by 5-minute Q&A University 9:40 am Effects of
    [Show full text]
  • Assessment of Soil Loss Using WEPP Model and Geographical Information System
    Journal of Spatial Hydrology Volume 11 Number 1 Article 2 2011 Assessment of Soil Loss Using WEPP Model and Geographical Information System Follow this and additional works at: https://scholarsarchive.byu.edu/josh BYU ScholarsArchive Citation (2011) "Assessment of Soil Loss Using WEPP Model and Geographical Information System," Journal of Spatial Hydrology: Vol. 11 : No. 1 , Article 2. Available at: https://scholarsarchive.byu.edu/josh/vol11/iss1/2 This Article is brought to you for free and open access by the Journals at BYU ScholarsArchive. It has been accepted for inclusion in Journal of Spatial Hydrology by an authorized editor of BYU ScholarsArchive. For more information, please contact [email protected], [email protected]. Journal of Spatial Hydrology Vol.11, No.1 Spring 2011 Assessment of Soil Loss Using WEPP Model and Geographical Information System A. Landi1, A.R. Barzegar1,*, J. Sayadi1 and A. Khademalrasoul1 Abstract Severe soil erosion has generally been regarded as a major cause of land degradation in arid and semi arid regions. A quantitative assessment of soil loss intensity is still scanty for developing appropriate soil erosion control measures in these regions. This article used the combined Water Erosion Prediction Project (WEPP) and Geographic Information System (GIS) models to estimate the average soil loss in the Halahijan watershed in Khuzestan Province, one of the priority areas for soil erosion control in Iran. Also, the sediment yield estimated by the WEPP was compared with that estimated by Modified Pacific Southwest Interagency Committee (MPSIAC) model. The MPSIAC model is used to estimate erosion yield and erosion intensity using nine factors consisting of, geological characteristics, soil, climate, runoff, topography, vegetation cover, land use and present soil erosion.
    [Show full text]
  • BASINS and WEPP Climate Assessment Tools (CAT): Case Study Guide to Potential Applications
    EPA/600/R-11/123a November, 2011 BASINS and WEPP Climate Assessment Tools (CAT): Case Study Guide to Potential Applications NOTICE THIS DOCUMENT IS A DRAFT. This document is distributed solely for the purpose of pre- dissemination peer review under applicable information quality guidelines. It has not been formally disseminated by EPA. It does not represent and should not be construed to represent any Agency determination or policy. Mention of trade names or commercial products does not constitute endorsement or recommendation for use Global Change Research Program National Center for Environmental Assessment Office of Research and Development U.S. Environmental Protection Agency Washington, DC 20460 Draft – Do not cite or quote DISCLAIMER This document is distributed solely for the purpose of pre-dissemination peer review under applicable information quality guidelines. It has not been formally disseminated by EPA. It does not represent and should not be construed to represent any Agency determination or policy. Mention of trade names or commercial products does not constitute endorsement or recommendation for use. Draft – Do not cite or quote 2 FOREWORD Draft – Do not cite or quote 3 AUTHORS AND REVIEWERS The National Center for Environmental Assessment (NCEA), Office of Research and Development, was responsible for preparing this external review draft report. Preparation of an earlier draft report was conducted by AQUA TERRA Consultants, under EPA Contract EP-C-06-029. AUTHORS AQUA TERRA Consultants, Decatur, GA Paul Hummel Paul Duda Tong Zhai Elizabeth Wolfram U.S. Environmental Protection Agency, National Center for Environmental Assessment, Global Change Research Program, Washington, DC Thomas Johnson Meredith Warren REVIEWERS We are very grateful for the many excellent comments and suggestions about improving this report provided by EPA reviewers Steve Kramer, Philip Morefield, Julie Reichert, and Christopher Weaver.
    [Show full text]
  • Chapter 14. SURFACE IMPOUNDMENT ELEMENT MODEL DESCRIPTION
    14.1 Chapter 14. SURFACE IMPOUNDMENT ELEMENT MODEL DESCRIPTION M.R. Lindley, B.J. Barfield and B.N. Wilson 14.1 Introduction User requirements dictate that the WEPP Surface Impoundment Element (WEPPSIE) must simulate several types of impoundments: farm ponds, terraces, culverts, filter fences, and check dams (Foster and Lane, 1987). In order to determine the impact of sediment-laden runoff, the user needs to know: 1. Peak outflow rate and outflow volume. 2. Peak effluent sediment concentration and total sediment yield. 3. Time to fill an impoundment with sediment. To meet these requirements, the WEPPSIE code includes five sections: a front-end interface, daily input, hydraulic simulation, sedimentation simulation, and daily output. A flow chart illustrating how the WEPPSIE code is integrated into the overall WEPP model is shown in Fig. 14.1.1. Start WEPP Main Program Initialization Define watershed (Location, size, shape, slope, land use, supporting practices, channels, etc.) WEPPSIE Front End Interface Compute coefficients for stage discharge functions Compute coefficients for stage-area function Compute coefficients for stage-length function Set particle size subclasses Initialize variables WEPP Main Program Daily Simulation Run climate generator Run hillslope routines Run channel routines WEPPSIE Daily Simulation Read Inputs Perform hydraulic routing Determine deposition and sedimentation Write to output files Figure 14.1.1. Flow chart for WEPPSIE. July 1995 14.2 The front-end interface is run only once at the beginning of a WEPP simulation. Within the front- end interface, the coefficients of continuous stage-discharge relationships are determined from information entered by the user, describing each outflow structure present in a given impoundment.
    [Show full text]