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A Water Quality Loading Model for Tillamook Bay Patrice A. Melancon Thanks to: Dr. David Maidment Dr. Michael Barrett Dr. Francisco Olivera Dr. Maidment’s.

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Presentation on theme: "A Water Quality Loading Model for Tillamook Bay Patrice A. Melancon Thanks to: Dr. David Maidment Dr. Michael Barrett Dr. Francisco Olivera Dr. Maidment’s."— Presentation transcript:

1 A Water Quality Loading Model for Tillamook Bay Patrice A. Melancon Thanks to: Dr. David Maidment Dr. Michael Barrett Dr. Francisco Olivera Dr. Maidment’s Research Group

2 Outline 4 Introduction 4 Problem and Objective 4 Why use GIS? 4 Developing the Model 4 Using the Model 4 Conclusions and Future Work

3 Introduction 4 National Estuary Program 4 Tillamook Bay

4 Problem and Objective 4 My work is focusing on two issues: ²High Coliform loads ² High Sediment loads 4 Developing a model that can serve as a Management Tool

5 Problem History 4 Coliform contamination: ²Animals confined in winter; manure storage ²Liquid and solid manure applied as fertilizer ²Cow access to streams 4 Sediment contamination: ²Largely linked to logging practices ²Roads linked to frequent landslides

6 Why Use GIS? 4 Basic precept of Water Quality Modeling ²Load = Flow x Concentration 4 Spatial Variability 4 ArcView’s Hydrology Function 4 Grids and Coverages

7 GIS Grid Representation 4 Surface divided into equal-sized cells 4 Each cell has a value 4 Value represents only one specific characteristic Bay Depth Below MSL

8 GIS Coverage Representation 4 Surface represented as polygons, lines, or points 4 Each record contains information on multiple characteristics

9 Developing the Model 4 ArcView Hydrology Functions Flow Direction Flow Accumulation DEM Accumulation in Streams

10 Hydrology Model Streamflow = Runoff + Baseflow Precip Flow Runoff,R Baseflow,B B R

11 Average Annual Rainfall Precip, in

12 Hydrology Model P RO P BF Runoff Grid Baseflow Grid Precip Grid

13 Event Mean Concentrations 0 11- 19 21 - 24 31 - 33 41 - 43 51 - 54 61 - 63 71 - 75 Runoff Concentrations

14 Pollutant Loadings 4 EMC grid x Flow grid = Load grid 4 Flow accumulations of flow and load grids 4 Predicted pollutant concentrations = Accumulated Load Accumulated Flow

15 Using the Model 4 Incorporate Effects of BMPs ²Current focus is on CAFOs ²3 BMPs to model 4 Representing spatial distribution ²Farm location vs land affected ²Use spatial average 4 Analysis by subwatershed or land use

16 Model Analysis 4 Clip out subwatershed of interest 4 Export data to analyze BMP effects or contribution Trask River Land UseTrask River Coliform Runoff Load

17 Conclusions 4 Can build effective management tool 4 Effects of BMPs and relative contributions can be examined

18 Future Work 4 More work on sediment 4 Incorporate BMP effects 4 Model calibration


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