Introduction to GIS and Hydrology Steve Kopp ESRI Dean Djokic ESRI Al Rea USGS.

Slides:



Advertisements
Similar presentations
Hydrological Modeling. Overview Introduction Watershed delineation Automatic delineation Flow length.
Advertisements

Spatial Analysis with ArcView: 2-D. –Calculating viewshed –Calculating line of sight –Add x and y coordinates –Deriving slope from surface data –Deriving.
The World of GIS Hydro ‘98 David R. Maidment University of Texas at Austin Presented by:
CEE 795 Water Resources Modeling and GIS Learning Objectives: Perform raster based network delineation from digital elevation models Perform raster based.
Approximate Floodplain Mapping - Procedures and Approaches to Data Challenges Troy Thielen, CFM Brett Addams, CFM May 18, 2010.
From Topographic Maps to Digital Elevation Models Daniel Sheehan DUE Office of Educational Innovation & Technology Anne Graham MIT Libraries.
UC 2006 Tech Session 1 David Maidment Steve Kopp Nawajish Noman Dean Djokic Louis Wasson GIS Hydro 2006 Part 1 An Introduction to GIS and Surface Hydrology.
CURVE NO. DEVELOPMENT STEP 8 Soils data, land use data, watershed data, and CN lookup table are used to develop curve numbers for use in the SCS Curve.
PrePro2004: Comparison with Standard Hydrologic Modeling Procedures Rebecca Riggs April 29, 2005.
Floodplain Mapping using HEC-RAS and ArcView GIS Eric Tate Francisco Olivera David Maidment
Hydrologic Analysis Francisco Olivera, Ph.D., P.E. Srikanth Koka
DEM-Based Stream and Watershed Delineation
CRWR-PrePro Francisco “Paco” Olivera, Ph.D. Center for Research in Water Resources University of Texas at Austin Francisco Olivera 1998 ESRI User Conference.
Processing Geospatial Data with HEC-GeoRAS 3.1
Application of GIS Tools for Hydraulic Modeling
Concept Course on Spatial Dr. A.K.M. Saiful Islam Application of GIS in Watershed Analysis Dr. A.K.M. Saiful Islam Institute of Water and Flood.
Geographic Information Systems : Data Types, Sources and the ArcView Program.
School of Geography FACULTY OF ENVIRONMENT School of Geography FACULTY OF ENVIRONMENT GEOG5060 GIS and Environment Dr Steve Carver
Lab 3 hydrological application using GIS. Deriving Runoff Characteristics ArcGIS Flow Diagram Load DEM Fill sinks Compute flow direction Compute flow.
Creating a Hydrologically Conditioned DEM
Remote Sensing and GIS in Water Dr. A.K.M. Saiful Islam Hands on training on surface hydrologic analysis using GIS Dr. A.K.M. Saiful Islam.
From Topographic Maps to Digital Elevation Models Daniel Sheehan IS&T Academic Computing Anne Graham MIT Libraries.
NHD Watershed: Tools and Applications
Introduction to ArcGIS Spatial Analyst
“Flood monitoring and mapping for Emergency Response in San Antonio-Texas” Part I by Silvana Alcoz Source photo Term.
Hydrologic and Hydraulic Modeling with ArcGIS
FNR 402 – Forest Watershed Management
Hydrologic Cycle. Hydrologic Cycle Processes Surface Water Soil water Atmospheric water Groundwater Processes Precipitation Evaporation Surface Runoff.
Frank Kenny and Bryce Matthews Ontario Ministry of Natural Resources
DEM’s, Watershed and Stream Network Delineation DEM Data Sources Study Area in West Austin with a USGS 30m DEM from a 1:24,000 scale map Eight direction.
Watershed Management Water Budget, Hydrograph Analysis
1 GIS in Hydrology Watershed management Definitions Algorithms Watershed delineation Automatically delineating watersheds Flow length Raster to vector.
Topographic Maps vs DEM. Topographic Map 1:24,000 Scale 20 ft contour 100 ft contour Stream Center Line.
Digital Elevation Model Based Watershed and Stream Network Delineation Understanding How to use Reading
National Research Council Mapping Science Committee Floodplain Mapping – Sensitivity and Errors Scott K. Edelman, PE Watershed Concepts and Karen Schuckman,
U.S. Department of the Interior U.S. Geological Survey Implementation of the U.S. Geological Survey’s StreamStats Program in Kansas— A Web Application.
Creating Watersheds and Stream Networks
Watershed Modeling using HEC-HMS and EPA-SWMM ©T. G. Cleveland, Ph.D., P.E. 10 July 2012 Lesson 2.
Creating a Hydrologically Conditioned DEM Dean Djokic
DIGITAL ELEVATION MODELING GEOG 421: DR. SHUNFU HU, SIUE Project One Steve Klaas Fall 2013.
Characterization of Hydrological Networks and Surfaces Theory and Tools.
Current Arc Hydro Functionality
Section 5. New England SPARROW River Reach Network Assembling the stream network Generation of reach catchments Estimation of Stream-flow and velocity.
Esri UC 2014 | Technical Workshop | Creating Watersheds, Stream Networks and Hydrologically Conditioned DEMS Steve Kopp Dean Djokic.
Description of WMS Watershed Modeling System. What Model Does Integrates GIS and hydrologic models Uses digital terrain data to define watershed and sub.
Processing Elevation Data. Limitations of DEMs for hydro work Dates Static, does not evolve Matching to linear line work due to scale Processing errors.
1 Integrating Water Resources Engineering and Geographic Information Systems (GIS) National Weather Service NWSRFS International Workshop October 21-23,
1 Overview Importing data from generic raster files Creating surfaces from point samples Mapping contours Calculating summary attributes for polygon features.
Map-Based Flood Hydrology and Hydraulics David R. Maidment Jan 10, 1998.
Characterization of Watersheds from DEMs using Spatial Analyst/ArcHydro Robert G. Burns, P.G. Engineering Geologist DWR – Division of Safety of Dams Watershed.
HEC-PrePro Workshop GIS Research Group Center for Research in Water Resources University of Texas at Austin Francisco Olivera HEC-PrePro v. 2.0 Workshop.
Mapping of soil moisture content by SWAT and GIS programming Yuri Kim Jessica Jahnke GEOG 593.
Water Availability Modeling in the State of Texas CE 394 K.2 - Surface Water Hydrology University of Texas at Austin David Mason.
WATERWAYS AND BRIDGES IN TEXAS “Final” Presentation by: Brandon Klenzendorf CE 394K Dr. Maidment.
1 Byung Sik, Kim Kangwon National University Advanced Hydrology and Water Resources Management.
1 Application of SDI in hydrology for assessment of hydropower potential of small streams Subija IZEIROSKI Bashkim IDRIZI Sotir PANOVSKI Igor NEDELKOVSKI.
Viewshed Analysis A viewshed refers to the portion of the land surface that is visible from one or more viewpoints. The process for deriving viewsheds.
Introduction to GIS David R. Maidment
Map-Based Flood Hydrology and Hydraulics
Map-Based Hydrology and Hydraulics
Watershed Analysis.
Digital Elevation Model Based Watershed and Stream Network Delineation
Digital Elevation Model Based Watershed and Stream Network Delineation
Terrain Analysis Using Digital Elevation Models
GIS FOR HYDROLOGIC DATA DEVELOPMENT FOR DESIGN OF HIGHWAY DRAINAGE FACILITIES by Francisco Olivera and David Maidment Center for Research in Water Resources.
Regional Hydraulic Model for the City of Austin
Development of a Hydrologic Model for the Wichita Falls District
Creating Watersheds and Stream Networks
Hydrologic and Hydraulic Modeling with ArcGIS
Presentation transcript:

Introduction to GIS and Hydrology Steve Kopp ESRI Dean Djokic ESRI Al Rea USGS

Outline Hydrology overviewHydrology overview DataData GIS tools for hydrology – the building blocksGIS tools for hydrology – the building blocks GIS data models and specialized toolsGIS data models and specialized tools Hydrologic modelingHydrologic modeling Hydraulic modelingHydraulic modeling Overview of NHD-PlusOverview of NHD-Plus

Water Resources Overview 2 broad categories of water2 broad categories of water –Surface water –Groundwater 2 broad categories of water modeling2 broad categories of water modeling –Quantity –Quality Today’s focus surface water quantityToday’s focus surface water quantity

Surface Water Quantity How much water is there?How much water is there? –Rainfall runoff modeling, a type of hydrologic modeling, determines for a given storm on a landscape, how much water will become runoff. Where will it go?Where will it go? –Hydraulic modeling takes the quantity of water and the shape of the landscape and stream channel and determines how deep the water will be and what area it will cover in the event of a flood.

Hydrologic Modeling Goal: Find stream discharge, Q, at a location for a given precipitation.Goal: Find stream discharge, Q, at a location for a given precipitation. GIS is used to summarize terrain and hydrologic characteristics of the watershed for input to a model.GIS is used to summarize terrain and hydrologic characteristics of the watershed for input to a model. Many ways to calculate Q.Many ways to calculate Q. –Statistical methods USGS regression equations (NFF, StreamStats)USGS regression equations (NFF, StreamStats) –“Physical” modeling (rainfall-runoff models) HEC-HMS (successor to HEC-1), TR-20, etc.HEC-HMS (successor to HEC-1), TR-20, etc.

Hydrologic Modeling Map natural processes onto software tasksMap natural processes onto software tasks Aggregate landscape characteristics to simplifyAggregate landscape characteristics to simplify –“Lumped parameter model”

Hydraulic Modeling Goal: to predict water surface elevations for the creation of flood inundation maps.Goal: to predict water surface elevations for the creation of flood inundation maps. –Also velocity, sedimentation, quality Input: channel and floodplain geometry with hydraulic characteristics, plus discharge and initial water surface level.Input: channel and floodplain geometry with hydraulic characteristics, plus discharge and initial water surface level. Output: water surface elevation at each cross section and other characteristics.Output: water surface elevation at each cross section and other characteristics.

GIS Data for Hydrologic and Hydraulic Modeling Digital Elevation ModelDigital Elevation Model Watershed boundariesWatershed boundaries HydrographyHydrography SoilsSoils LandcoverLandcover Current and historic water recordsCurrent and historic water records Climate, weather, rainfallClimate, weather, rainfall Channel geometry (cross sections)Channel geometry (cross sections)

Elevation Data TypesTypes –DEM : Digital Elevation Model –DSM : Digital Surface Model Data StructureData Structure –Raster –TIN

Where do you get DEM data? SourcesSources –USGS DEM, NED, DTED, ETOPO30, SRTM –Interpolated from points and lines –Generated photogrammetrically –LiDAR Created with interpolation toolsCreated with interpolation tools –especially TOPOGRID, TopoToRaster What cellsize and accuracy?What cellsize and accuracy? –Horizontal and Vertical resolution must be appropriate for the landscape and scale being modeled.

DEM construction issuesDEM construction issues –Resolution and extent –Projection (for hydrology - equal area) –Source elevation data –Interpolation techniques (IDW, spline, via TIN) Problems with contour inputProblems with contour input –Specialized DEM construction software/components (ANUDEM, TOPOGRID, TopoToRaster) DEM Construction

Hydrologically correct DEMHydrologically correct DEM –Sinks Do not fill in the Great Salt LakeDo not fill in the Great Salt Lake –Streams in the correct place? To burn or not to burnTo burn or not to burn –Watershed boundaries in the correct place? To fence or not to fenceTo fence or not to fence DEM Construction continued

Drainage System Watershed (Basin, Catchment, Contributing area) Watershed Boundaries (Drainage Divides) Pour Points (Outlets)

GIS Tools for Describing Surface Water Movement DEM FLOW DIRECTION SINK FILL FLOWLENGTH FLOW ACCUMULATION WATERSHED SNAP POUR Depressionless DEM Are there any sinks? No Yes STREAM LINE STREAM ORDER STREAM LINK Apply Threshold

Flow Direction Elevation Direction Coding Flow Direction

Flow Accumulation Direction Coding

Function Processing DEM FLOW DIRECTION SINK FILL FLOWLENGTH FLOW ACCUMULATION WATERSHED SNAP POUR Depressionless DEM Are there any sinks? No Yes STREAM LINE STREAM ORDER STREAM LINK Apply Threshold

Creating Vector Streams Value = No Data NET_GRID StreamToFeature RasterToFeature

Stream Link Assign a unique value to each stream segment.Assign a unique value to each stream segment. –Can be used as input to Watershed

Stream Ordering Strahler Shreve

Watershed Delineate the contributing area to a cell or group of cells.Delineate the contributing area to a cell or group of cells.

SnapPour Snap the “pour point” of a watershed to the cell of highest flow accumulation within a neighborhood.Snap the “pour point” of a watershed to the cell of highest flow accumulation within a neighborhood. –Prevents accidental creation of tiny watersheds on channel side slopes. Snap distance Cell you clicked on The cell that will be selected (cell with highest flow accumulation) Stream

Flow Length Calculate the length of the upstream or downstream flow path from each cell.Calculate the length of the upstream or downstream flow path from each cell.

DEM Errors – Sinks and Spikes Sinks: when sinks are (or are not) sinks – lakes, depressions, …Sinks: when sinks are (or are not) sinks – lakes, depressions, … –Global fill –Dealing with internal basins –Selective fill DepthDepth AreaArea Sink Filled sink

DEM Editing Streams: when streams are not where they “should” beStreams: when streams are not where they “should” be –Flat areas – difficulty in determining the flow pattern –Barriers (roads) diverting the flow paths How to “model” bridges and culverts in DEMHow to “model” bridges and culverts in DEM How to model damsHow to model dams –Imposing the flow pattern - to burn or not to burn (beware of the scale issues and artifacts – Saunders, 2000) Simple burnSimple burn AGREEAGREE OMNROMNR

DEM Editing (cont.) Boundaries - when watershed boundaries are not where they “should” beBoundaries - when watershed boundaries are not where they “should” be –To fence or not to fence –Ineffective flow areas

DEM Editing (cont.) ToolsTools –Global operators FillFill Agree (burn/fence)Agree (burn/fence) OMNR (when it becomes available)OMNR (when it becomes available) SWFWMDSWFWMD Custom – model builderCustom – model builder –Micromanagement DEM Editing toolsDEM Editing tools Custom – model builderCustom – model builder

Enhanced Flow Direction (OMNR – Kenny & Matthews) Main stepsMain steps –Standard flow directions (D8) –A hybridized raster/vector topological analysis to assign D8 flow directions to cells that intersect the network. –An iterative raster single cell dilation and D8 assignment from within water bodies to focus flow towards the virtual segments. –A merging of results from steps 1, 2 and 3 to produce a final “enhanced flow direction grid”.

Summarizing Watershed Characteristics (Zonal Statistics) A zone is all the areas/cells with the same value.A zone is all the areas/cells with the same value. Calculate a statistic within the zones for each cell in a raster.Calculate a statistic within the zones for each cell in a raster. Input zones can be feature or raster.Input zones can be feature or raster. Output as a raster, summary table, or chart.Output as a raster, summary table, or chart. –Max flow length per watershed –Average slope per watershed –Average curve number per watershed

Zonal Overlay (cont.) Slope Watersheds Mean Slope per Watershed

Where is this functionality? ArcInfo GRID FunctionsArcInfo GRID Functions ArcView 3.x Spatial AnalystArcView 3.x Spatial Analyst –Avenue requests –Sample extension ArcGIS Spatial Analyst 8.xArcGIS Spatial Analyst 8.x –HydrologyOp containing VB methods –Sample Toolbar on ArcObjectOnline –Arc Hydro data model tools ArcGIS Spatial Analyst 9.xArcGIS Spatial Analyst 9.x –Tools in the Spatial Analyst Toolbox