Nutrient Delivery from the Mississippi River to the Gulf of Mexico and Effects of Cropland Conservation

Similar documents
MODULE 8 LECTURE NOTES 2 REMOTE SENSING APPLICATIONS IN RAINFALL-RUNOFF MODELLING

Hydrologic and Water Quality Modeling for the Missouri River Basin (MORB)

Hydrologic Modelling of the Upper Malaprabha Catchment using ArcView SWAT

SWAT2009_LUC: A TOOL TO ACTIVATE LAND USE CHANGE MODULE IN SWAT 2009

Assessing Spatial and Temporal Distribution of Sediment, Nitrogen and Phosphorous Loading in the Missouri River Basin (MORB)

Detroit 516 Activities

Modeling Upland and Channel Sources of Sediment in the Le Sueur River Watershed, Minnesota

EXAMPLE WATERSHED CONFIGURATIONS

Application of an Enhanced, Fine-Scale SWAT Model to Target Land Management Practices for Maximizing Pollutant Reduction and Conservation Benefits

Roger Andy Gaines, Research Civil Engineer, PhD, P.E.

WaterBase: SWAT in an Open Source GIS

Evaluation of the two stage ditch as a best management practice. A. Hodaj, L.C. Bowling, C. Raj, I. Chaubey

Streamflow, Sediment, and Nutrient Simulation of the Bitterroot Watershed using SWAT

Current and Future Plans. R. Srinivasan

Nina Omani, Raghavan Srinivasan, and Taesoo Lee. Spatial Sciences Laboratory, Texas A&M University

David Coffman, M.S. & Becky Griffith, Ph.D. July 31, 2013

Problems and Solutions in Applying SWAT in the Upper Midwest USA

CWMS Modeling for Real-Time Water Management

International Journal of Scientific & Engineering Research, Volume 6, Issue 8, August ISSN

Liliana Pagliero June, 15 th 2011

Introduction to the new modular SWAT code: The input file structure explained using the example of the Little River Experimental Watershed, USA

A Post Processing Tool to Assess Sediment and Nutrient Source Allocations from SWAT Simulations

Technical Memorandum FINAL

Influence of the Major Drainages to the Mississippi River and Implications for System Level Management

Assessment of solid load and siltation potential of dams reservoirs in the High Atlas of Marrakech (Moorcco) using SWAT Model

Use of SWAT to Scale Sediment Delivery from Field to Watershed in an Agricultural Landscape with Depressions

Simulation of sedimentation rates using the SWAT model A case study of the Tarbela Dam, Upper Indus Basin

Eagle Mountain Watershed: Calibration, Validation, and Best Management

StreamStats: Delivering Streamflow Information to the Public. By Kernell Ries

The Effect of Land Use Change to Land Erosion and Sediment Transported on The Cacthment Area of Mrica Reservoir

Workshop: Build a Basic HEC-HMS Model from Scratch

Effect of GIS data quality on small watershed stream flow and sediment simulations

Modelling Runoff with Satellite Data. Nyandwaro Gilbert Nyageikaro Patrick Willems Joel Kibiiy

Towards a process-oriented HRU-concept in SWAT: Catchment-related control on baseflow and storage of landscape units in medium to large river basins.

Great Lakes Online Watershed Interface W. Elliot, Research Engineer USDA Forest Service Rocky Mountain Research Station, Moscow, ID March, 2016

June 2018 WORKSHOP SECTION 2 MANUAL: RUNNING PTMAPP-DESKTOP AN INNOVATIVE SOLUTION BY:

Figure 0-18: Dendrogeomorphic analysis of streambank erosion and floodplain deposition (from Noe and others, 2015a)

Chesapeake Bay Remote Sensing Pilot Executive Briefing

Modeling the Effects of Climate and Land Cover Change in the Stoney Brook Subbasin of the St. Louis River Watershed

Lecture 3. Data Sources for GIS in Water Resources

Modeling Vegetative Buffer Performance Considering Topographic Data Accuracy

Reducing Nitrogen Removal Uncertainty for Operation of Mississippi River Sediment Diversions: Nitrate Reduction Rates In Turbulent Flow Conditions

Micro Watershed Modeling in India Using GIS Technologies and Agricultural Policy Environmental Extender (APEX) Model. A Case Study

Web (Java, ArcGIS Server [WebADF, flex, silverlight]) Mobile (ArcGIS Mobile, ArcPad, Windows Mobile) Deskt

Measuring Streambank Erosion Bank Profiles to more Robustly Estimate Recession Rates and Calibration of the AnnAGNPS-CEAP Model

Hydrologic Response of SWAT to Single Site and Multi- Site Daily Rainfall Generation Models

SEDIMENT INFLOW ESTIMATION AND MAPPING ITS SPATIAL DISTRIBUTION AT SUB-BASIN SCALE: THE CASE OF TENDAHO DAM, AFAR REGIONAL STATE, ETHIOPIA

Appendix D. Model Setup, Calibration, and Validation

Lake Tahoe Watershed Model. Lessons Learned through the Model Development Process

Simulation of hydrologic and water quality processes in watershed systems using linked SWAT-MODFLOW-RT3D model

Analyzing spatial and temporal variation of water balance components in La Vi catchment, Binh Dinh province, Vietnam

Little Swan Lake. Dam Inspection & Siltation Study Prepared By: William Klingner, P.E., CFM October 28, 2018

Development of Webbased. Tool for Tennessee

Nitrogen and phosphorus dynamics in restored riverine floodplains in intensively managed watersheds

Challenges in Calibrating a Large Watershed Model with Varying Hydrogeologic Conditions

Supplementary Material: A Guide for Using the Coupled SWAT MODSIM (SM) Model

KINEROS2/AGWA. Fig. 1. Schematic view (Woolhiser et al., 1990).

Modelling vulnerability of coastal ecosystems to land-based mining pollution: a case study from Brazil

Sediment and nutrient transport and storage along the urban stream corridor

Application of SWAT Model to Estimate the Runoff and Sediment Load from the Right Bank Valleys of Mosul Dam Reservoir

Urban Tree Canopy Assessment Purcellville, Virginia

INTRODUCTION TO HEC-HMS

Changing Hydrology under a Changing Climate for a Coastal Plain Watershed

1/18/2016. Council Study. Model Set Up and Results of Hydrologic Assessment/Modeling Team BACKGROUND

GIS BASED HYDROLOGICAL MODELLING FOR CLIMATE CHANGE IMPACT ASSESSMENT. Dr. Amardeep Singh, MoWR Prof. A. K. Gosain, IIT Delhi

Near Real-Time Runoff Estimation Using Spatially Distributed Radar Rainfall Data. Jennifer Hadley 22 April 2003

4.0 WRIGHT PATMAN LAKE YIELD SCENARIOS

Nitrogen (and phosphorus?) surface water retention in the Baltic Sea drainage basin

Great Lakes Dam Capacity Study

Assessing the Hydrologic Implications of Land Use Change for the Upper Neuse River Basin. Kelly Conaghan Dr. Dean Urban, Advisor May 2010

Spatial representation of evapotranspiration in the Mara basin: results derived from the SWAT model and remote sensing products

EXECUTIVE SUMMARY MANAGEMENT OF NONPOINT SOURCE POLLUTION AN INTEGRATIVE GIS-ANNAGNPS MODEL SEPTEMBER 2003

Transactions on Information and Communications Technologies vol 18, 1998 WIT Press, ISSN

Model Calibration and Forecast Error for NFIE-Hydro

Civil Engineering 394K: Topic 3 Geographic Information Systems (GIS) in Water Resources Engineering FALL 2014

Watershed Conservation Management Planning Using the Integrated Field & Channel Technology of AnnAGNPS & CONCEPTS

Impact of different types of meteorological data inputs on predicted hydrological and erosive responses to projected land use change

George Mason University Department of Civil, Environmental and Infrastructure Engineering

12 SWAT USER S MANUAL, VERSION 98.1

Development of the Hydrologic Model

Technical Memorandum No

Mid-term Operations Probabilistic Model of the Colorado River Basin

February Prioritize, Target, Measure Application (PTMApp) Desktop Toolbar User s Guide

Investigation of landslide based on high performance and cloud-enabled geocomputation

SPECIFIC DEGRADATION AND RESERVOIR SEDIMENTATION. By Renee Vandermause & Chun-Yao Yang

Introduction to the Agricultural Conservation Planning Framework (ACPF)

Application of SWAT Model for Mountainous Catchment

1. Introduction. 1 Corresponding author,

CONVERTING A NEXRAD MAP TO A FLOODPLAIN MAP. Oscar Robayo, Tim Whiteaker, and David Maidment*

Development of a GIS Interface for WEPP Model Application to Great Lakes Forested Watersheds

Geospatial Data, Services, and Products. National Surveying, mapping and geospatial conference

How to integrate wetland processes in river basin modeling? A West African case study

Two-Step Calibration Method for SWAT

GLACIER AND SNOWMELT MODELLING USING SWAT: GANGA BASIN CASE STUDY. INRM Consultants Pvt. Ltd.

GEOL 1121 Earth Processes and Environments

Evaluation of the SWAT Model Setup Process Through A Case Study in Roxo Catchment, Portugal

Designing a Dam for Blockhouse Ranch. Haley Born

An Overview of Operations at the West Gulf River Forecast Center Gregory Waller Service Coordination Hydrologist NWS - West Gulf River Forecast Center

Uncertainty in the SWAT Model Simulations due to Different Spatial Resolution of Gridded Precipitation Data

Changes in Texas Ecoregions

Transcription:

Nutrient Delivery from the Mississippi River to the Gulf of Mexico and Effects of Cropland Conservation Mike White, Jeff Arnold, Lee Norfleet, Santhi Chinnasamy, and Mauro DiLuzio USDA-ARS Grassland, Soil and Water Research Laboratory USDA-NRCS Texas AgriLife Blackland Research Center

Justify US conservation expenditures (about 2 billion annually) Demonstrate water quality improvements due to conservation Uses SWAT and APEX

Public Data SWAT Model Complete Model Survey Data APEX Crop Field APEX Cultivated fields 18,000 farmer surveys SWAT All other landuses 2,200 Subbasins (8 digit HUC) 1,300 in MRB Streams/rivers Reservoirs SWAT Routing Delivered Load Prediction

Constituents Flow Sediment Nitrogen (TN, NO 3, NH 3, TKN) Phosphorus (TP, SP) Calibration 38 Sites

CEAP uses a custom SWAT Incompatible with existing software and interfaces Using expert knowledge Rules based calibration Automate manual calibration decision process Supports about 30 parameters Hydrology Matches measured data Flow, sediment, nutrients loads at fixed sites Considers other knowledge Sediment losses by landuse type Reach delivery ratios (aggregation/degradation) Reservoir trapping typical Reach sediment delivery low Increase SPCON Upland sediment yield too low Increase HRU slope Surface runoff too high Reduce curve number

Validation based on multiple indicators that a model represents the system Comparison to monitoring data 17 sites NSE Relative Error Comparison with SPARROW 1,300 locations R 2 >0.95 Comparison based on literature values and expert knowledge Export coefficients SWAT Check Delivery ratio analysis and inspection

Identical Farms Local Local Load Load 100 kg 100 kg 100 kg Differing Position 50 km 500 km Reservoir 50 km Delivered Load 90 kg Gulf 65 kg 25 kg 9

10

No-Practice scenario Without the conservation practices reported by the CEAP survey Not a worst case scenario No landowner conservation ethic

Scenario Total Nitrogen (Million Kg/yr) Load From All Sources Delivered to the Gulf Total Phosphorus (Million kg/yr) No Conservation Practices 1,640 165 Current Conservation Condition 1,350 132 Reduction due to Conservation 18% 20%

Increase spatial resolution 2,200 Subbasins (HUC 8) to 60,000 (HUC 10-12) 75,000 HRUs to 2 million HRUs Expand calibration data 750 Sites More detailed data SSURGO Soils 15,000+ Weather gages

Break the Basin into submodels Build Dependency Tree Some are independent Others depend on flow from upstream Transfer water from one to another via saved hydrographs Execute models individually Asynchronously when dependences are satisfied Run on many processors or computers at once

Not Ready Ready Processing Finished Start Gulf

Not Ready Ready Processing Finished Cycle #0.5 Identify models without unmet dependencies Gulf

Not Ready Ready Processing Finished Cycle #1 Select 4 models to run Gulf

Not Ready Ready Processing Finished Cycle #2 Identify models without unmet dependencies and Select another 4 models to run Gulf

Not Ready Ready Processing Finished Cycle #3 Identify models without unmet dependencies and Select another 4 models to run Gulf

Not Ready Ready Processing Finished Cycle #4 Identify models without unmet dependencies and Select another 4 models to run Gulf

Not Ready Ready Processing Finished Cycle #5 Identify models without unmet dependencies and Select another 4 models to run Gulf

Not Ready Ready Processing Finished Cycle #6 Identify models without unmet dependencies and Select available models to run Gulf Grassland, Soil and Water Research Laboratory, 25 Temple, TX

Not Ready Ready Processing Finished Cycle #7 Identify models without unmet dependencies and Select available models to run Gulf

Not Ready Ready Processing Finished Cycle #8 Identify models without unmet dependencies and Select available models to run Gulf

Not Ready Ready Processing Finished Finished 23 Subbasins processed in 8 cycles Gain = 23/8 = 280% Gulf

Manager Server Node Client Model Repository Network Share SWATHUC8 01001001 01001002 01001003

Windows Cluster 150 cores 3.3-2.0 GHZ 60,000 HRU model run for 37 Years takes 6 min on 8 nodes