ARC STORMSURGE: INTEGRATING HURRICANE STORM SURGE MODELING AND GIS
|
|
- Aubrey Miller
- 6 years ago
- Views:
Transcription
1 ARC STORMSURGE: INTEGRATING HURRICANE STORM SURGE MODELING AND GIS Dr. Celso Ferreira Ferreira, Celso M., Francisco Olivera, and Jennifer L. Irish, 204. Arc StormSurge: Integrating Hurricane Storm Surge Modeling and GIS. Journal of the American Water Resources Association (JAWRA) 50(): DOI: 0./jawr.227 Assistant Professor, Department of Civil, Environment and Infrastructure Engineering, George Mason University ( Where Innovation Is Tradition
2 Hurricane Flooding Galveston, Texas 900 Hurricane 2
3 Why do we care? Hurricane Billion Dollars Katrina(2005) 33.8 Andrew(992) 40 Ike (2008) 27 Rita(2005) 7. Wilma(2005) 7. Charley (2004) 6.5 Ivan(2004) 5.4 3
4 Surge Generation Coastline Alongshore Surge Distribution Primary mechanisms: Wind setup: wind Wind setup U Low pressure: barometric pressure Δp Wave setup: breaking waves Wave setup 4
5 Storm Surge Modeling ADCIRC (Hydrodynamic Model) (Luettich and Westerink 2004) Physically based, finite element, two dimensional depth integrated shallow water model. SWAN (Wave model) (Booij et al. 999) 3 rd generation wave model that computes random, short crested windgenerated waves in coastal regions and inland waters. 5
6 Atmospheric Modeling Wind and Pressure model Meteorological Information NOAA Hurdat Ocean Weather Inc. Hurricane Track Central Pressure (Cp) Radius of storm (Rp) Forward Speed (Vf) Approach Angle (Θ)
7 High Performance Computing (HPC) High Performance Computing (HPC) Amazon cloud ($$$) Resources available trough XSEDE/NSF for scientists Eos Sattion) Stampede & Lonestar Janus Parallelization OpenMPI Scalable to up processors Simulation time Average wall clock time for 6 days simulation (storm duration):.500 hours ( million nodes mesh) hours (3.3 million nodes with waves) File storage Input: 5 GB Output: 00 GB 7
8 Why GIS? Visualization? Maybe, but: High Performance Computation Visualization tools Supercomputing Parallelized Direct data access Polar Vortex Breakdown Simulation. Author: Image courtesy of Sandia Labs. 8
9 Why GIS? Integrate the best available data Pre-processing and model setup Integrate science into public policy FEMA maps Risk analyses Damage estimation Integrate science into public safety Emergency and disaster management (preparation, mitigation, response, and recovery) 9
10 Arc StormSurge 0
11 Arc StormSurge Geodatamodel specifically designed to support hurricane storm surge modeling GIS tools to pre and post process hydrodynamics (ADCIRC) and waves (SWAN) models ArcGIS 0 functionality/toolbar Programmed in PYTHON (ArcPY, NumPY, SciPY), FORTRAN
12 Geodatamodel Components Coastal features Atmospheric features Finite Element Mesh Hydrodynamics / waves Model settings Hydraulic Parameters Model Results Flood Mapping Feature datasets (5) Relationship classes (7) Raster Catalogs (4) Table Sets (8) 2
13 Proposed Geodatamodel 3
14 GIS Tools Pre Processing Computational Mesh Geospatial parameters. Import Nodes 2. Import Boundary Nodes 3. Import Edges 4. Import Islands 5. Import Land Boundary 6. Update Bathymetry 7. Import Numerical methods parameters. Import Geospatial Parameters 2. Update Manning s N 3. Update Surface Canopy 4. Update Geoide Water Level Monitoring Stations. Import Monitoring Stations 2. Update Monitoring Stations Atmospheric inputs. Import Wind Field 2. Import Pressure Field 3. Create Storm Track 4. Create Eye Path 5. Create Storm Size 4
15 GIS Tools: Post Processing Import to GIS Functions Surface modeling. Read parallel computing domains 2. Import Water Levels TS 3. Import Current Velocity TS 4. Import Waves TS 5. Import Monitoring Stations TS data. Create Water Levels raster 2. Create Waves raster 3. Generate Max water level surface 4. Generate Max water depth surface 5. Generate Max velocity raster surface 6. Generate Max Waves raster surface Time series modeling. Generate water depth raster TS 2. Plot monitoring stations data 3. Plot user specified point TS data Flood Mapping. Extract Maximum current velocity 2. Extract Maximum water level 3. Extract Maximum Waves data 4. Delineate Flood Polygons 5. Plot water level cross sections 5
16 GIS Tools 6
17 Pre Processing: FE Mesh Editing Texas FEMA Mesh (provided by Dietrich) Nodes: 3,33,560 Elements: 6,633,623 Run time: ~5,000 hours (Hurricane Bret) East Coast Mesh (ECM200) Nodes: 254,565 Elements: 492,79 Run time: ~200 hours (Hurricane Bret) Corpus Christi Arc StormSurge Mesh (20) Nodes:,27,582 Elements: 2,523,296 Run time: ~,800 hours (Hurricane Bret) 7
18 Pre Processing: FE Mesh Editing 8
19 Pre Processing: FE Mesh Editing Surge (meters) Surge (meters) Surge (meters) Surge (meters) Surge (meters) Surge (meters) Texas mesh peak surge (m) Surge (meters) Surge (meters) Surge (meters) Recording Point #26.2 Texas mesh Create 0.9 recording Points within the study Arc StormSurge mesh 0.8 area ( Update Recording Points ) tool Recording Point #25 Texas mesh Arc StormSurge mesh Recording Point #23.6 Texas mesh Peak surge validation.4 on 22 recording points Arc StormSurge mesh.2 (Arc StormSurge mesh x Texas mesh) August 999 (UTM Day) August 999 (UTM.6 Day) August 999 (UTM Day) 2.5 Recording Point #22 Texas mesh Arc StormSurge mesh 2.5 Recording Point #2.4 Texas mesh Arc StormSurge mesh Recording Point #9 Texas mesh Arc StormSurge mesh August 999 (UTM Day) Recording Point #8 Texas mesh Arc StormSurge mesh August 999 (UTM Day) August 999 (UTM Day) Recording Point #7 Arc StormSurge mesh peak Recording surge (m) Point # Texas mesh Arc StormSurge mesh R 2 = 0.96 & RMSE 0.05 m Texas mesh Arc StormSurge mesh August 999 (UTM Day) August 999 (UTM Day) August 999 (UTM Day) 9
20 Pre Processing: Frictional Parameters Land Cover Parameter Raster Finite Element Mesh Updated geospatial input Lookup Table Area Average Using Thiessen Polygons SurfaceCanopy < value >= 0, &, & n n (a i SC) a t n a i (a i SC) a t n a i <
21 Pre Processing: Frictional Parameters Ferreira, C. M., J. L. Irish, and F. Olivera (204), Uncertainty in hurricane surge simulation due to land cover specification, J. Geophys. Res. Oceans, 9, , doi:0.002/203jc
22 Visualizing Storm Surge Time Model Finite aware element results animations in mesh Arc Scene in 3D 22
23 Coastal Flooding mapping Automated Flooded areas delineation: a) Map wet/dry areas b) Water depth c) Flood plain delineation Flooded areas classification: a) Flood Zone automated classification: Wave threshold Velocity threshold Model variables spatial maps: a) Velocities b) Water depths c) Waves heights 23
24 Outreach: Web based Hurricane Storm Surge Viewer 24
25 GeoDesign & Science Getways Flood Maps and Restoration Projects ArcStormSurge Modeling GIS based web tools for GeoDesign Community Interaction 25
26 Future Work Update to ArcGIS 0. Develop Geoprocessing services Terrain datasets for large mesh handling Provide user friendly version It could be easily adapted to work with other hurricane models.
27 Questions? 27
IEEE 2014 T&D Conference Paper 14TD Storm & Flood Hardening of Electrical Substations
1 IEEE 2014 T&D Conference Paper 14TD0564 - Storm & Flood Hardening of Electrical Substations FORUM 2 Transformers, Substations and Switchgear Forum Room: W185BC, Paper: 14TD0564 Tuesday, April 15, 2014
More informationImproving Accuracy of Real-Time Storm Surge Inundation Predictions
Improving Accuracy of Real-Time Storm Surge Inundation Predictions M.S. Thesis Defense Nelson Tull May 23, 2018 Committee Advisor Casey Dietrich Committee members Helena Mitasova and Alejandra Ortiz Special
More informationHECRAS 2D: Are you ready for the revolution in the world of hydraulic modeling?
HECRAS 2D: Are you ready for the revolution in the world of hydraulic modeling? Rishab Mahajan, Emily Campbell and Matt Bardol March 8, 2017 Outline Reasons for hydraulic modeling 1D Modeling 2D Modeling-
More informationGeorge Mason University Department of Civil, Environmental and Infrastructure Engineering. Dr. Celso Ferreira
George Mason University Department of Civil, Environmental and Infrastructure Engineering Dr. Celso Ferreira Exercise Topic: HEC GeoRAS Post-Processing Objectives: This tutorial is designed to walk you
More informationObjectives This tutorial will introduce how to prepare and run a basic ADH model using the SMS interface.
v. 12.1 SMS 12.1 Tutorial Objectives This tutorial will introduce how to prepare and run a basic ADH model using the SMS interface. Prerequisites Overview Tutorial Requirements ADH Mesh Module Scatter
More informationScalability of an Unstructured Grid Continuous Galerkin Based Hurricane Storm Surge Model
J Sci Comput (2011) 46: 329 358 DOI 10.1007/s10915-010-9402-1 Scalability of an Unstructured Grid Continuous Galerkin Based Hurricane Storm Surge Model S. Tanaka S. Bunya J.J. Westerink C. Dawson R.A.
More informationSubdomain ADCIRC+SWAN v.53 User Guide
Subdomain ADCIRC+SWAN v.53 User Guide Technical Report CE-308-16 Developed by Alper Altuntas and Jason Simon Under the direction of John Baugh Department of Civil, Construction, and Environmental Engineering
More informationv ADCIRC Symmetric Cyclone Simulation SMS Tutorials Requirements ADCIRC Interface ADCIRC Model Time minutes
v. 12.2 SMS 12.2 Tutorial Objectives This lesson gives an overview of the ADCIRC functionality to generate the winds of a symmetric cyclonic storm (NWS = 8) and the interface to this option in the SMS.
More informationGeorge Mason University Department of Civil, Environmental and Infrastructure Engineering
George Mason University Department of Civil, Environmental and Infrastructure Engineering Dr. Celso Ferreira Prepared by Lora Baumgartner December 2015 Revised by Brian Ross July 2016 Exercise Topic: GIS
More informationSLR, Climate Change, Infrastructure Solutions, Adaption and GIS
Presenters: Francisco D Elia B.S., M.Sc. Geographic Information Systems Franciscodelia@miamibeachfl.gov Nestor Navarro, GISP, MCSA GIS Manager Nestornavarro@miamibeachfl.gov Data Acquisition, Integration
More informationv Data Visualization SMS 12.3 Tutorial Prerequisites Requirements Time Objectives Learn how to import, manipulate, and view solution data.
v. 12.3 SMS 12.3 Tutorial Objectives Learn how to import, manipulate, and view solution data. Prerequisites None Requirements GIS Module Map Module Time 30 60 minutes Page 1 of 16 Aquaveo 2017 1 Introduction...
More informationDecision Support for Extreme Weather Impacts on Critical Infrastructure
Decision Support for Extreme Weather Impacts on Critical Infrastructure B. W. Bush Energy & Infrastructure Analysis Group Los Alamos National Laboratory Research Applications Laboratory and Computational
More informationGIS Projects at the National Incident Management Systems and Advanced Technologies (NIMSAT) Institute
25 th Annual Louisiana Remote Sensing and GIS Workshop GIS Projects at the National Incident Management Systems and Advanced Technologies (NIMSAT) Institute N. Raju Gottumukkala, Ph.D. Rusti Liner, M.S.
More informationNorth Atlantic Coast Comprehensive Study: New Jersey Back Bays Focus Area Analysis
North Atlantic Coast Comprehensive Study: New Jersey Back Bays Focus Area Analysis J. Bailey Smith, Regional Technical Specialist National Planning Center for Coastal Storm Risk Management U.S. Army Corps
More informationLecture 7 Attribute-based Operations
Lecture 7 Attribute-based Operations Learning Objectives 7.1 What is meant by reduce information content using an attribute-based operation? Why would one want to reduce information? 7.2 What is meant
More informationData Visualization SURFACE WATER MODELING SYSTEM. 1 Introduction. 2 Data sets. 3 Open the Geometry and Solution Files
SURFACE WATER MODELING SYSTEM Data Visualization 1 Introduction It is useful to view the geospatial data utilized as input and generated as solutions in the process of numerical analysis. It is also helpful
More informationSimulating the effect of Tsunamis within the Build Environment
Simulating the effect of Tsunamis within the Build Environment Stephen Roberts Department of Mathematics Australian National University Ole Nielsen Geospatial and Earth Monitoring Division GeoSciences
More informationv SMS 11.1 Tutorial BOUSS2D Prerequisites Overview Tutorial Time minutes
v. 11.1 SMS 11.1 Tutorial BOUSS2D Objectives This lesson will teach you how to use the interface for BOUSS-2D and run the model for a sample application. As a phase-resolving nonlinear wave model, BOUSS-2D
More informationSubdomain ADCIRC+SWAN v.53 User Guide
Subdomain ADCIRC+SWAN v.53 User Guide Technical Report CE-308-17 Alper Altuntas Tristan Dyer Jason Simon John Baugh Department of Civil, Construction, and Environmental Engineering North Carolina State
More informationIntroduction Surface Water Modeling System (SMS) & Case Study using SMS 2D Modeling Software
A.D. Latornell Conservation Symposium November 18, 2015 Introduction Surface Water Modeling System (SMS) & Case Study using SMS 2D Modeling Software Dr. Bahar SM P.Geo.(Ltd), P Eng 1 Topics Education,
More informationv SMS 11.2 Tutorial ADCIRC Analysis Prerequisites Overview Tutorial Time minutes
v. 11.2 SMS 11.2 Tutorial ADCIRC Analysis Objectives This lesson reviews how to prepare a mesh for analysis and run a solution for ADCIRC. It will cover preparation of the necessary input files for the
More informationAdvanced 1D/2D Modeling Using HEC-RAS
Advanced 1D/2D Modeling Using HEC-RAS Davis, California Objectives This is an advanced course in applying computer program HEC-RAS. The course provides participants with the knowledge to effectively use
More informationv STWAVE Analysis SMS 11.2 Tutorial Requirements Map Module STWAVE Cartesian Grid Module Scatter Module Prerequisites Time minutes
v. 11.2 SMS 11.2 Tutorial Objectives This workshop gives a brief introduction to the STWAVE modules. Data from the Shinnecock Inlet, Long Island, New York, have been set up as an example. This example
More informationIntroducion to Hydrologic Engineering Centers River Analysis System (HEC- RAS) Neena Isaac Scientist D CWPRS, Pune -24
Introducion to Hydrologic Engineering Centers River Analysis System (HEC- RAS) Neena Isaac Scientist D CWPRS, Pune -24 One dimensional river models (1-D models) Assumptions Flow is one dimensional Streamline
More informationv SMS 11.1 Tutorial Data Visualization Requirements Map Module Mesh Module Time minutes Prerequisites None Objectives
v. 11.1 SMS 11.1 Tutorial Data Visualization Objectives It is useful to view the geospatial data utilized as input and generated as solutions in the process of numerical analysis. It is also helpful to
More information2D Large Scale Automated Engineering for FEMA Floodplain Development in South Dakota. Eli Gruber, PE Brooke Conner, PE
2D Large Scale Automated Engineering for FEMA Floodplain Development in South Dakota Eli Gruber, PE Brooke Conner, PE Project Acknowledgments FEMA Region 8 Staff: Brooke Conner, PE Casey Zuzak, GISP Ryan
More informationIntroduction to MIKE FLOOD
Introduction to MIKE FLOOD HYDROEUROPE, Sophia-Antipolis, February 2011 Julie Landrein, DHI Denmark Introduction to MIKE FLOOD - Introduction to MIKE FLOOD - 1D Modelling: MIKE 11, MIKE URBAN - 2D Modelling:
More informationWorking with Scientific Data in ArcGIS Platform
Working with Scientific Data in ArcGIS Platform Sudhir Raj Shrestha sshrestha@esri.com Hong Xu hxu@esri.com Esri User Conference, San Diego, CA. July 11, 2017 What we will cover today Scientific Multidimensional
More informationGeorge Mason University Department of Civil, Environmental and Infrastructure Engineering
George Mason University Department of Civil, Environmental and Infrastructure Engineering Dr. Celso Ferreira Prepared by Lora Baumgartner December 2015 Revised by Brian Ross July 2016 Exercise Topic: Getting
More informationCGWAVE Analysis SURFACE WATER MODELING SYSTEM. 1 Introduction
SURFACE WATER MODELING SYSTEM CGWAVE Analysis 1 Introduction This lesson will teach you how to prepare a mesh for analysis and run a solution for CGWAVE. You will start with the data file indiana.xyz which
More informationMIKE 21 & MIKE 3 FLOW MODEL FM. Hydrodynamic Module. Short Description
MIKE 21 & MIKE 3 FLOW MODEL FM Short Description MIKE213_HD_FM_Short_Description.docx/ AJS/EBR/2011Short_Descriptions.lsm/2011-06-10 MIKE 21 & MIKE 3 FLOW MODEL FM Agern Allé 5 DK-2970 Hørsholm Denmark
More informationUNDERSTAND HOW TO SET UP AND RUN A HYDRAULIC MODEL IN HEC-RAS CREATE A FLOOD INUNDATION MAP IN ARCGIS.
CE 412/512, Spring 2017 HW9: Introduction to HEC-RAS and Floodplain Mapping Due: end of class, print and hand in. HEC-RAS is a Hydrologic Modeling System that is designed to describe the physical properties
More informationSTRUCTURED MESH GENERATION ALONG LOUISIANA-MISSISSIPPI COASTLINE FOR SIMULATION OF COASTAL PROCESSES
STRUCTURED MESH GENERATION ALONG LOUISIANA-MISSISSIPPI COASTLINE FOR SIMULATION OF COASTAL PROCESSES Yaoxin Zhang 1, Yafei Jia 2, Mustafa S. Altinakar 3, Yan Ding 4, Vijay Ramalingam 5, and Soumendra N.
More informationEmergency Preparedness:
Emergency Preparedness: Planning for Tomorrow, Today, Making Our Preparedness Better Than Yesterday October 27, 2008 1 Only One Objective for Today During this short presentation, please take away one
More informationUsing a Geographic Information System (GIS) to look at marine fisheries data
Using a Geographic Information System (GIS) to look at marine fisheries data Daniel Sheehan GIS Programmer & Analyst Office of Educational Innovation & Technology dsheehan@mit.edu x2-1475 Introduction
More informationAtmospheric Sciences
GIS Tutorial for Atmospheric Sciences J. Greg Dobson, University of North Carolina at Asheville Jennifer Boehnert, National Center for Atmospheric Research 2015 UCAR and UNC-Asheville. This is an open
More information2D Model Implementation for Complex Floodplain Studies. Sam Crampton, P.E., CFM Dewberry
2D Model Implementation for Complex Floodplain Studies Sam Crampton, P.E., CFM Dewberry 2D Case Studies Case Study 1 Rain-on-Grid 2D floodplain simulation for unconfined flat topography in coastal plain
More informationDrone2Map for ArcGIS: Bring Drone Imagery into ArcGIS
Drone2Map for ArcGIS: Bring Drone Imagery into ArcGIS Mike Sweeney 1 Drone2Map for ArcGIS Turn Drones into Enterprise Productivity Tools ArcGIS Drone2Map for ArcGIS Create 2D and 3D products from raw drone
More informationv TUFLOW-2D Hydrodynamics SMS Tutorials Time minutes Prerequisites Overview Tutorial
v. 12.2 SMS 12.2 Tutorial TUFLOW-2D Hydrodynamics Objectives This tutorial describes the generation of a TUFLOW project using the SMS interface. This project utilizes only the two dimensional flow calculation
More informationOffshore Platform Fluid Structure Interaction (FSI) Simulation
Offshore Platform Fluid Structure Interaction (FSI) Simulation Ali Marzaban, CD-adapco Murthy Lakshmiraju, CD-adapco Nigel Richardson, CD-adapco Mike Henneke, CD-adapco Guangyu Wu, Chevron Pedro M. Vargas,
More informationMIKE 21 Flow Model FM. Sand Transport Module. Step-by-step training guide: Coastal application
MIKE 21 Flow Model FM Sand Transport Module Step-by-step training guide: Coastal application MIKE 2017 DHI headquarters Agern Allé 5 DK-2970 Hørsholm Denmark +45 4516 9200 Telephone +45 4516 9333 Support
More informationBig data for big river science: data intensive tools, techniques, and projects at the USGS/Columbia Environmental Research Center
Big data for big river science: data intensive tools, techniques, and projects at the USGS/Columbia Environmental Research Center Ed Bulliner U.S. Geological Survey, Columbia Environmental Research Center
More informationHEC-RAS 2D Flood Modelling Tutorial
HEC-RAS 2D Flood Modelling Tutorial Civil Site Design and HECRAS 2D Flood Modelling HECRAS version 5 and later includes functionality to analyse water flows moving across a surface. this is known as 2D
More informationCoastal Ocean Modeling & Dynamics
DISTRIBUTION STATEMENT A. Approved for public release; distribution is unlimited. Coastal Ocean Modeling & Dynamics Roger M. Samelson College of Oceanic and Atmospheric Sciences Oregon State University
More informationRiver inundation modelling for risk analysis
River inundation modelling for risk analysis L. H. C. Chua, F. Merting & K. P. Holz Institute for Bauinformatik, Brandenburg Technical University, Germany Abstract This paper presents the results of an
More informationMIKE 21 & MIKE 3 Flow Model FM. Hydrodynamic Module. Step-by-step training guide
MIKE 21 & MIKE 3 Flow Model FM Hydrodynamic Module Step-by-step training guide MIKE 2017 DHI headquarters Agern Allé 5 DK-2970 Hørsholm Denmark +45 4516 9200 Telephone +45 4516 9333 Support +45 4516 9292
More information3D in the ArcGIS Platform. Chris Andrews
3D in the ArcGIS Platform Chris Andrews Geospatial 3D is already all around us 3D is expanding the GIS community s opportunity to provide value 3D City & Infrastructure Models Generated 3D features Photogrammetrc
More informationTips for a Good Meshing Experience
Tips for a Good Meshing Experience Meshes are very powerful and flexible for modeling 2D overland flows in a complex urban environment. However, complex geometries can be frustrating for many modelers
More informationv SMS Tutorials ADCIRC LTEA Time minutes Prerequisites ADCIRC Tutorial Overview Tutorial
v. 11.2 SMS 11.2 Tutorial Objectives LTEA stands for the Local Truncation Error Analysis. The name refers to an analysis methodology for measuring local truncation error in a numerical analysis. The LTEA
More informationWMS 10.1 Tutorial Hydraulics and Floodplain Modeling Simplified Dam Break Learn how to run a dam break simulation and delineate its floodplain
v. 10.1 WMS 10.1 Tutorial Hydraulics and Floodplain Modeling Simplified Dam Break Learn how to run a dam break simulation and delineate its floodplain Objectives Setup a conceptual model of stream centerlines
More informationv CMS-Flow SMS Tutorials Requirements Time Prerequisites Objectives
v. 12.2 SMS 12.2 Tutorial Objectives This lesson demonstrates how to prepare a grid and run a solution using. Prerequisites SMS Overview Requirements Map Module Cartesian Grid Module Scatter Module Time
More informationINTEGRATING HAZUS-MH DATA AND OUTPUTS TO A DECISION SUPPORT SYSTEM
Silvana V Croope, PhD HAZUS User Group Topic Specific Call 02/15/2011 INTEGRATING HAZUS-MH DATA AND OUTPUTS TO A DECISION SUPPORT SYSTEM BUILDING BLOCKS A complex problem to research Critical Infrastructure
More informationTHINK RESILIENCY 2.0 WITH VIZONOMY
VIZONOMY // 01 ABOUT US The greatest advances in climate risk awareness will be those that merge, harness, and properly communicate big data sources to drive meaningful action and response. Vizonomy s
More informationDependency of tsunami simulations on advection scheme, grid resolution, bottom friction and topography
IMUM-2010, MIT, 17-20 August Dependency of tsunami simulations on advection scheme, grid resolution, bottom friction and topography C. Wekerle, S. Harig, W. Pranowo, A. Androsov, A. Fuchs, N. Rakowsky,
More informationv CMS-Wave Analysis SMS 12.2 Tutorial Prerequisites Requirements Time Objectives
v. 12.2 SMS 12.2 Tutorial Objectives This workshop gives a brief introduction to the CMS-Wave interface and model. This model is similar to STWAVE and the tutorial for the models is similar. As with the
More information2D Hydraulic Modeling, Steering Stream Restoration Design
2D Hydraulic Modeling, Steering Stream Restoration Design PREPARED FOR: EcoStream 2018 Stream Ecology & Restoration Conference Presented By: Matthew D. Gramza, P.E., CFM, CPESC Civil & Environmental Consultants,
More informationSalt Lake County Disaster Recovery Framework. December 7, 2016
Salt Lake County Disaster Recovery Framework December 7, 2016 SLCo Disaster Recovery Framework Overview Relationship to Other Plans Core Principles Key Concepts Organization Leadership Recovery Support
More informationAn Introduction to Lidar & Forestry May 2013
An Introduction to Lidar & Forestry May 2013 Introduction to Lidar & Forestry Lidar technology Derivatives from point clouds Applied to forestry Publish & Share Futures Lidar Light Detection And Ranging
More informationBODY / SYSTEM Specifically, the website consists of the following pages:
GULF OF MEXICO MODELING SYSTEM WEBSITE http://www7330.nrlssc.navy.mil/gomms/index.html R. Holladay*, S. Holladay*, S. derada Naval Research Laboratory, Stennis Space Center, MS, USA *Student Intern SUMMARY
More informationObjectives This tutorial shows how to use the Map Flood tool to quickly generate floodplain data.
v. 11.0 WMS 11.0 Tutorial Creating a Objectives This tutorial shows how to use the Map Flood tool to quickly generate floodplain data. Prerequisite Tutorials Introduction to WMS Required Components Scatter
More informationOILMAP RELEASE NOTES. Version: 7.0 (July 2016) rpsgroup.com
OILMAP RELEASE NOTES Version: 7.0 (July 2016) 55 Village Square Dr. South Kingstown, RI 02879 Tel: (401) 789-6224 Fax: (401) 789-1932 Email: MapSupport@ Table of Contents Table of Contents...ii 1 Introduction...
More informationAn Introduction to Using Lidar with ArcGIS and 3D Analyst
FedGIS Conference February 24 25, 2016 Washington, DC An Introduction to Using Lidar with ArcGIS and 3D Analyst Jim Michel Outline Lidar Intro Lidar Management Las files Laz, zlas, conversion tools Las
More information2011 Bentley Systems, Incorporated. Bentley Descartes V8i (SELECTseries 3) Advancing Information Modeling For Intelligent Infrastructure
Bentley Descartes V8i (SELECTseries 3) Advancing Information Modeling For Intelligent Infrastructure What is Bentley Descartes? Image Processing Raster Geo-Referencing Advanced raster transformation (warping,
More informationv SMS 12.2 Tutorial ADCIRC Analysis Requirements Time minutes Prerequisites Overview Tutorial
v. 12.2 SMS 12.2 Tutorial Analysis Objectives This tutorial reviews how to prepare a mesh for analysis and run a solution for. It will cover preparation of the necessary input files for the circulation
More informationThe most recent CMS-Wave code developed is Version 3.2. Several new capabilities and advanced features in this version include:
B8. Using CMS-Wave The most recent CMS-Wave code developed is Version 3.2. Several new capabilities and advanced features in this version include: Full-plane wind-generation of waves Automatic wave run-up
More informationDeveloping Methodology for Efficient Eelgrass Habitat Mapping Across Lidar Systems
Developing Methodology for Efficient Eelgrass Habitat Mapping Across Lidar Systems VICTORIA PRICE 1, JENNIFER DIJKSTRA 1, JARLATH O NEIL-DUNNE 2, CHRISTOPHER PARRISH 3, ERIN NAGEL 1, SHACHAK PE ERI 1 UNIVERSITY
More informationGeorge Mason University Department of Civil, Environmental and Infrastructure Engineering. Dr. Celso Ferreira Prepared by Lora Baumgartner
George Mason University Department of Civil, Environmental and Infrastructure Engineering Dr. Celso Ferreira Prepared by Lora Baumgartner Exercise Topic: Getting started with HEC GeoRAS Objective: Create
More informationThe 3D Analyst extension extends ArcGIS to support surface modeling and 3- dimensional visualization. 3D Shape Files
NRM 435 Spring 2016 ArcGIS 3D Analyst Page#1 of 9 0B3D Analyst Extension The 3D Analyst extension extends ArcGIS to support surface modeling and 3- dimensional visualization. 3D Shape Files Analogous to
More informationWELCOME TO A SILVER JACKETS WEBINAR ON:
WELCOME TO A SILVER JACKETS WEBINAR ON: Flood Vulnerability Assessment for Critical Facilities For audio, call 877-336-1839 Access code: 8165946 Security Code: 4567 MOLLY WOLOSZYN Extension Climate Specialist
More informationHarris County Flood Control District HEC-RAS 2D Modeling Guidelines (Standardizing HEC-RAS 2D Models for Submittal Within Harris County)
Harris County Flood Control District HEC-RAS 2D Modeling Guidelines (Standardizing HEC-RAS 2D Models for Submittal Within Harris County) Presented by: April 27, 2017 Matthew Zeve, P.E., CFM Harris County
More informationOcean Modeling. Infrastructure (COMI) at LSU
Development of Coastal Ocean Modeling Infrastructure (COMI) at LSU Q. Jim Chen Department of Civil and Environmental Engineering & Center for Computation and Technology Louisiana State University Acknowledgements
More information2011 Bentley Systems, Incorporated. Bentley Descartes V8i Advancing Information Modeling For Intelligent Infrastructure
Bentley Descartes V8i Advancing Information Modeling For Intelligent Infrastructure Agenda Why would you need Bentley Descartes? What is Bentley Descartes? Advanced Point Cloud Workflows Advanced Terrain
More informationExelis Visual Information Solutions Capability Overview Presented to NetHope October 8, Brian Farr Academic & NGO Program Manager
Exelis Visual Information Solutions Capability Overview Presented to NetHope October 8, 2013 Brian Farr Academic & NGO Program Manager Agenda Overview of ENVI Platform ENVI+IDL ENVI EX ENVI LiDAR Integration
More informationLittoral Environment Visualization Tool
Littoral Environment Visualization Tool Mr. Richard Swiontek Sonalysts, Inc 215 Parkway North, Post Office Box 280 Waterford, CT 06385 Phone: (860) 326-3616 Fax: (860) 326-3862 Email: dswiontek@sonalysts.com
More informationShallow Water Simulations on Graphics Hardware
Shallow Water Simulations on Graphics Hardware Ph.D. Thesis Presentation 2014-06-27 Martin Lilleeng Sætra Outline Introduction Parallel Computing and the GPU Simulating Shallow Water Flow Topics of Thesis
More informationNational Offshore Wind Energy Resource and Design Data Campaign Analysis and Collaboration
Workshop on Offshore Wind Energy Standards & Guidelines June 2014, Arlington, VA National Offshore Wind Energy Resource and Design Data Campaign Analysis and Collaboration Bruce H. Bailey, PhD, CCM President/CEO
More informationFrom Static to Adaptive Control of Network Topologies for Improving Systems Resilience (DMA v2.0] [The next generation water supply systems?
From Static to Adaptive Control of Network Topologies for Improving Systems Resilience (DMA v2.0] [The next generation water supply systems?] Ivan Stoianov, Kevin Henderson SWIG, October, 2014 www.imperial.a.c.uk/infrasense
More informationExercise 5. Height above Nearest Drainage Flood Inundation Analysis
Exercise 5. Height above Nearest Drainage Flood Inundation Analysis GIS in Water Resources, Fall 2016 Prepared by David G Tarboton Purpose The purpose of this exercise is to illustrate the use of TauDEM
More informationParallel Computing For Finite Element Models of Surface Water Flow. Srinivas Chippada, Clint N. Dawson, Mary F. Wheeler, Monica L.
TICAM REPORT 96-40 August 1996 Parallel Computing For Finite Element Models of Surface Water Flow Srinivas Chippada, Clint N. Dawson, Mary F. Wheeler, Monica L. Martinez PARALLEL COMPUTING FOR FINITE ELEMENT
More informationWMS 8.4 Tutorial Hydraulics and Floodplain Modeling Simplified Dam Break Learn how to run a dam break simulation and delineate its floodplain
v. 8.4 WMS 8.4 Tutorial Hydraulics and Floodplain Modeling Simplified Dam Break Learn how to run a dam break simulation and delineate its floodplain Objectives Setup a conceptual model of stream centerlines
More informationInstruction with Hands-on Practice: Grid Generation and Forcing
Instruction with Hands-on Practice: Grid Generation and Forcing Introduction For this section of the hands-on tutorial, we will be using a merged dataset of bathymetry points. You will need the following
More informationPython: Working with Multidimensional Scientific Data. Nawajish Noman Deng Ding
Python: Working with Multidimensional Scientific Data Nawajish Noman Deng Ding Outline Scientific Multidimensional Data Ingest and Data Management Analysis and Visualization Extending Analytical Capabilities
More informationREEF3D : Open-Source Hydrodynamics Large Scale Wave Propagation Modeling for the Norwegian Coast with REEF3D
REEF3D : Open-Source Hydrodynamics Large Scale Wave Propagation Modeling for the Norwegian Coast with REEF3D Hans Bihs, Associate Professor Arun Kamath, Post Doc Marine Civil Engineering Department of
More informationArcGIS Solutions for Community Resilience. Matthew S Deal
ArcGIS Solutions for Community Resilience Matthew S Deal Solutions Overview Leverage hundreds of ready-to-use maps, apps, and platform configurations to meet your needs, delivering innovation and best
More informationScientific Data Plat f or m
Usi n g Ar cgis as a Scientific Data Plat f or m Feroz Kadar Sudhir Raj Shrestha Top i cs Introduction Ingesting and managing Visualizing and analyzing Disseminating and consuming The road ahead Scientific
More informationFLOOD VULNERABILITY ASSESSMENT FOR CRITICAL FACILITIES
FLOOD VULNERABILITY ASSESSMENT FOR CRITICAL FACILITIES Lisa Graff GIS Team Manager Prairie Research Institute Illinois State Water Survey University of Illinois OUTLINE Motivation Project details Partners
More informationManaging & Analyzing High Volume of Data? It's Simpler Than You Think!
Managing & Analyzing High Volume of Data? It's Simpler Than You Think! Suman Biswas NiyamIT Inc. IT Solution Architect Andrew Ditmore IBM Program Manager Risk MAP CDS ASFPM 2016 The Usual Challenge In
More informationSharing 3D Content on the Web
Sharing 3D Content on the Web Nathan Shephard, Gert van Maren Why 3D GIS? Because our world is 3D Improve understanding 3D is easy for everyone to understand Better communication 3D makes it easier to
More informationInteractive Simulation and Visualization of Realistic Flooding Scenarios. Challenge the future
Interactive Simulation and Visualization of Realistic Flooding Scenarios 1 Overview Background Project Goals Large-Scale Point Cloud Rendering Interactive and Adaptive Flooding Simulation Geo-Information
More informationFlood Control Structures Sometimes Neither Fish Nor Fowl
Proud Titanium Sponsor of the ASFPM 2016 Annual Conference Flood Control Structures Sometimes Neither Fish Nor Fowl David Rubenstein, CFM Jim Murphy, PE, CFM Agenda Approach Study Area Flood Control System
More informationHydraulics and Floodplain Modeling Modeling with the Hydraulic Toolbox
v. 9.1 WMS 9.1 Tutorial Hydraulics and Floodplain Modeling Modeling with the Hydraulic Toolbox Learn how to design inlet grates, detention basins, channels, and riprap using the FHWA Hydraulic Toolbox
More informationMaking the Most of Raster Analysis with Living Atlas Data. Aileen Buckley, PhD, Research Cartographer Esri - Redlands
Making the Most of Raster Analysis with Living Atlas Data Aileen Buckley, PhD, Research Cartographer Esri - Redlands Spatial Analysis with Online Data Your Desktop Web Device Never scrounge for or download
More informationFlood detection using radar data Basic principles
Flood detection using radar data Basic principles André Twele, Sandro Martinis and Jan-Peter Mund German Remote Sensing Data Center (DFD) 1 Overview Introduction Basic principles of flood detection using
More informationHazard analysis of cyclone flooding in Bangladesh
Session 3.C Task 3-B Hazard analysis of cyclone flooding in Bangladesh Part B Flood hazard analysis of the Banskhali area for different return period of the cyclone events Expected time: 3 hours Data:
More informationScientific and Multidimensional Raster Support in ArcGIS
Scientific and Multidimensional Raster Support in ArcGIS Sudhir Raj Shrestha sshrestha@esri.com Brief breakdown Scientific Multidimensional data Ingesting Scientific MultiDim Data in ArcGIS Ingesting and
More informationWatershed Modeling Using Arc Hydro Tools. Geo HMS, and HEC-HMS
South Dakota State University Open PRAIRIE: Open Public Research Access Institutional Repository and Information Exchange Civil and Environmental Engineering Faculty Publications Department of Civil and
More informationMIKE 21/3 Coupled Model FM. Step-by-step training guide: Coastal application
MIKE 21/3 Coupled Model FM Step-by-step training guide: Coastal application MIKE 2017 DHI headquarters Agern Allé 5 DK-2970 Hørsholm Denmark +45 4516 9200 Telephone +45 4516 9333 Support +45 4516 9292
More informationImproving Network Infrastructure to Enable Large Scale Scientific Data Flows and Collaboration (Award # ) Klara Jelinkova Joseph Ghobrial
Improving Network Infrastructure to Enable Large Scale Scientific Data Flows and Collaboration (Award # 1659348) Klara Jelinkova Joseph Ghobrial NSF Campus Cyberinfrastructure PI and Cybersecurity Innovation
More informationIntroduction to ARSC. David Newman (from Tom Logan slides), September Monday, September 14, 15
Introduction to ARSC David Newman (from Tom Logan slides), September 3 2015 What we do: High performance computing, university owned and operated center Provide HPC resources and support Conduct research
More informationINTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 3, 2012
INTERNATIONAL JOURNAL OF CIVIL AND STRUCTURAL ENGINEERING Volume 2, No 3, 2012 Copyright 2010 All rights reserved Integrated Publishing services Research article ISSN 0976 4399 Efficiency and performances
More information