Using An Energy Gradient Metric To Predict Fish Habitat Selection Eric McLeskey CEE 6440 Term Project.

Slides:



Advertisements
Similar presentations
Steady-state heat conduction on triangulated planar domain May, 2002
Advertisements

Protocol: How to Derive Gradient from GIS Outline: 1)Add X,Y site points, using GPS-collected UTM coordinates. 2)Create “routed” streams, with linear distance.
Standard watershed and stream delineation recipe - Vector stream (ex. NHD data) fusion into DEM raster (burning in) - Sink removal - Flow direction - Flow.
What is the purpose of this presentation? n Provide a better understanding of site specific yield information and the value that it can bring to your.
Using GIS to Aid Flow Prediction in the Yampa River Basin Shane Coors April 16, 2003 CVEN 689.
Spatial Analyst Raster vs. Vector. Spatial Analyst Extension.
Dr. Jennifer Parham-Mocello. What is an IDE? IDE – Integrated Development Environment Software application providing conveniences to computer programmers.
“Habitat Assessment Using the QHEI “ Edward T. Rankin June 6 City of Columbus, Level 3 Training Course Columbus, Ohio Senior ResearchScientist
West Virginia University
FUNDAMENTAL EQUATIONS, CONCEPTS AND IMPLEMENTATION
Lindsay Carr, Joey Kleiner, Kinsey Hoffman
Multiplication Table Grid
Vector Analysis II Reading Assignment: Bolstad Chapter 9 (pp )
Lower Saluda River Instream Flow Study TWC Study Team Workshop December 11, 2007.
Time of Travel. American Water Charleston intake on the Elk River Charleston 1,000, ,984 = 1880 seconds or 31 minutes.
A Hybrid Particle-Mesh Method for Viscous, Incompressible, Multiphase Flows Jie LIU, Seiichi KOSHIZUKA Yoshiaki OKA The University of Tokyo,
Sediment Retention model
Benjamin Blandford, PhD University of Kentucky Kentucky Transportation Center Michael Shouse, PhD University of Southern Illinois.
Major parts of ArcGIS ArcView -Basic mapping, editing and Analysis tools ArcEditor -all of ArcView plus Adds ability to deal with topological and network.
.LAS files (Log ASCII Standard) Not useable directly in ArcGIS A single X-Y position can have multiple Z values Must be converted to MultiPoint file.
Assimilation of HF Radar Data into Coastal Wave Models NERC-funded PhD work also supervised by Clive W Anderson (University of Sheffield) Judith Wolf (Proudman.
MA Day 55 – April 4, 2013 Section 13.3: The fundamental theorem for line integrals – Review theorems – Finding Potential functions – The Law of.
WRU Workshop: Modeling Flow, Sediment Transport and Bed Evolution in Vietnamese Rivers October 29-30, 2008 Jonathan Nelson USGS Geomorphology and Sediment.
A conservative FE-discretisation of the Navier-Stokes equation JASS 2005, St. Petersburg Thomas Satzger.
Governing equations: Navier-Stokes equations, Two-dimensional shallow-water equations, Saint-Venant equations, compressible water hammer flow equations.
Florida Fish and Wildlife Conservation Commission Invertebrate Communities as Tools for Establishing Minimum Flows and Levels in Florida Streams.
Elevation (m) Figure 1: The left panel shows the entire modeled reach which extends from RM 63.4 to RM 65.9, with arrows indicate locations of the rapids.
Summary Overview Primary Headwater Habitat Assessment.
WMS Investigation: Travel Time Variability with Method, Area, and Slope Ryan Murdock May 1, 2001.
Better Physics in Embedded Models: Iceberg arcing and Lake-surface profiles Aitbala Sargent, James L Fastook, Ted Scambos. University of Maine We thank.
The Generalized Interpolation Material Point Method.
Types of Models Marti Blad Northern Arizona University College of Engineering & Technology.
Differential Analysis of Fluid Flow. Navier-Stokes equations Example: incompressible Navier-Stokes equations.
U.S. Department of the Interior U.S. Geological Survey Automatic Generation of Parameter Inputs and Visualization of Model Outputs for AGNPS using GIS.
Multiplication Table Grid
“Niche Work” Graham J Wills, Lucent Technologies (Bell Lab)
Exam topics. Hoeinghaus et al Which river concept explains energy sources in 10 tribs of Parana’ river? Low-gradient, high gradient, reservoirs.
$100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300 $400 $500 $100 $200 $300.
Objectives: 1. Define and calculate the capacitance of a capacitor. 2. Describe the factors affecting the capacitance of the capacitor. 3. Calculate the.
1 Application of SDI in hydrology for assessment of hydropower potential of small streams Subija IZEIROSKI Bashkim IDRIZI Sotir PANOVSKI Igor NEDELKOVSKI.
Habitat suitability and availability for rainbow trout Oncorhynchus mykiss in the Canyon Reservoir tailrace Greg Cummings.
Lecture 18: Spatial Analysis Using Rasters Jeffery S. Horsburgh CEE 5190/6190 Geographic Information Systems for Civil Engineers Spring 2016.
GIS in Water Resources: Lecture 1 The goal of this class is to learn how to apply geographic information systems in water resources. Hydrologists use many.
An Assessment of Hydrologic Variability on
Application of TOPMODEL GIS for Bear River Watershed
Lecture 24: Uncertainty and Geovisualization
GEOGRAPHICAL INFORMATION SYSTEM
Utah State University GIS in Water Resources CEE 6440 Term Project
Spatial Models – Raster Stacy Bogan
Analyzing Inlets, Outfalls, and Land Cover Using Spatial and Network Analysis Within the San Antonio Sewershed Aspen Navarro, Project Manager, GIS Analyst.
Lecture 22: Using ArcToolbox Tools in Python
Shannon Clemens GIS for Water Resources December 2, 2008
ENERGY WORK POWER The capacity to do work The transfer of energy
Distributed Flow Routing
Lab 2: GIS Data Models Yingjie Hu. Objectives Understanding GIS data models Manipulating the data models supported in ArcGIS.
Build It and They Will Come
Digital Elevation Model Based Watershed and Stream Network Delineation
Utah Water Research Laboratory
Chelan Fish Channel Habitat Study Events since mid 2012
Welcome to GIS in Water Resources 2017
GIS and SMS in Numerical Modeling of Open Channel Flow
CE 382, Hydraulic Systems Design
Welcome to GIS in Water Resources 2009
Physics-based simulation for visual computing applications
Predicting ecological responses to reconnection of the Cache River
Welcome to GIS in Water Resources 2013
Welcome to GIS in Water Resources 2012
Using ArcGIS Pro to Evaluate the Impacts of In-Stream Barriers on Fish Habitats Case study: Bonneville cutthroat trout (BCT) habitats in the Bear River.
Parallel Feature Identification and Elimination from a CFD Dataset
GHOST (Generic Hydrologic Overland-Subsurface Toolkit)
Presentation transcript:

Using An Energy Gradient Metric To Predict Fish Habitat Selection Eric McLeskey CEE 6440 Term Project

Why Use an Energy Metric? Drift feeding stream salmonids use velocity gradients to maximize energy intake and conserve energy. Drift feeding stream salmonids use velocity gradients to maximize energy intake and conserve energy. Most habitat studies (e.g., PHABSIM) use point velocity suitability curves. Most habitat studies (e.g., PHABSIM) use point velocity suitability curves. Point velocity values do not describe the variability in the flow field around each point. Point velocity values do not describe the variability in the flow field around each point. Ability to distinguish between two points in a flow field with the same point velocity. Ability to distinguish between two points in a flow field with the same point velocity.

One Energy Metric Is a measure of the spatial change in kinetic energy between two points in a flow field Is a measure of the spatial change in kinetic energy between two points in a flow field 1 Crowder, D.W. and P. Diplas Evaluating spatially explicit metrics of stream energy gradients using hydrodynamic model simulations. Can. J. Fish. Aquat. Sci. 57:

Objectives Apply the metric developed by Crowder and Diplas to a velocity data set. Apply the metric developed by Crowder and Diplas to a velocity data set.  Access grid values  Data conversion and interpolation outside of GIS Conduct a sensitivity analysis for different values of  s. Conduct a sensitivity analysis for different values of  s.

Study Site 250 m section of the Blacksmith Fork River, UT Third order; 1750 m elevation Grid resolution m (1ft)

Applying the Metric Properly

Assumptions Only lateral velocity gradients important Only lateral velocity gradients important Velocity vectors parallel with stream edge Velocity vectors parallel with stream edge

Creating the (x’,y’) Mesh

Interpolating Velocities Using Terra Model Interpolated velocity point shapefile x,y, & velocity value table

Interpolated Velocity Grid Used PFE text editor to assemble interpolated velocity values into an ASCII table. ASCII to Grid tool in ArcToolbox This grid was opened in ArcMap and a Visual Basic Macro was used to run the metric computations.

Accessing Grid Values

Metric Calculation for  s = 2 ft Visual analysis of fish locations Correlated positive metric values

Results Moderate correlation for  s of 2 & 3 Moderate correlation for  s of 2 & 3 Overall low correlations Overall low correlations  Highly productive stream  Uniform flow

Possible Future Research Include multiple size classes in analysis Include multiple size classes in analysis Apply metric to another study site Apply metric to another study site Determine metric threshold value Determine metric threshold value Develop metric suitability curves Develop metric suitability curves

Acknowledgements Greg Guensch Greg Guensch INSE, Utah State University Staff INSE, Utah State University Staff  Craig Addley  Mark Winkelaar  Shannon Clemens

Questions?