Modeling Storm Sewer Networks in the City of Newport News, Virginia Using Two Different Software Solutions
|
|
- Todd Mitchell Dixon
- 5 years ago
- Views:
Transcription
1 Modeling Storm Sewer Networks in the City of Newport News, Virginia Using Two Different Software Solutions Mid-Atlantic Chapter APWA Annual Conference May 9 th, 2013
2 Overview + Storm Water Modeling Basics + Newport News Project Summary + Modeling Approach + Final Thoughts
3 Purpose of the Storm Water Model + Floodplain boundaries Street flooding Areas of concern + Design purposes Level of Service LOS Locate problem areas Pre- vs. post- analysis + Level of Detail (Macro vs. Micro) Pipe diameter criteria Private and public systems System capacity / inlet capacity
4 Choosing a Modeling Solution + Accuracy Inventory and elevation data Modeling level of detail / assumptions + Appropriate Type of Model + User Interface Tools Results + Personal Preference What you are familiar with What you/client owns
5 Models Used + MIKE Urban (Version 2011, SP7) City owns program Use it with sanitary modeling 1D and 2D capabilities + XP-SWMM (Version 2012, SP1) DTM tools Powerful 2D capabilities
6 MIKE Urban - Interface
7 MIKE Urban Typical Results
8 XPSWMM - Interface
9 XPSWMM Typical Results
10 Newport News Project Summary
11 Project Overview + Data Collection Comprehensive inventory Survey grade location and elevations + Modeling Surface and sub-surface 1D and 2D + Alternative Analysis Goal = 10-year LOS Pipe upgrades New alignments/parallel systems Pump station
12 Level of Service Existing Conditions Proposed Conditions
13 Hydrology + Methodologies / Assumptions + Drainage Areas + Infiltration / Direct Runoff + Hydrograph Method EPA-SWMM5 SCS Unit Hydrograph
14 Hydrology Comparison (100-year)
15 1D Dual Drainage vs. 1D/2D Coupled Network 1D Dual Drainage 1D/2D Coupled
16 1D Surface Flow Network
17 XPSWMM - DTM Extraction
18 MIKE Urban - Links
19 2D Grid Cell Size Large (30 foot) Small (10 foot)
20 MIKE Urban 2D
21 MIKE Urban 2D Boundary Conditions Vertical or Horizontal Only
22 MIKE Urban 2D - Workflow #1 MIKE Zero #5 MIKE Urban #2 MIKE Urban #4 MIKE Flood #3 MIKE 21
23 #1 MIKE Zero Input files
24 #2 MIKE Urban
25 #3 MIKE 21 - Interface
26 #3 MIKE 21 Edit Surface Grid
27 #3 MIKE 21 Boundary Conditions
28 #4 MIKE Flood Coupled Run
29 #5 MIKE Urban - Results
30 XPSWMM - 2D Model
31 XPSWMM 2D Elevation Data
32 XPSWMM 2D Results
33 Calibration / Verification + Rainfall Data Rain gauges NEXRAD + Flood Elevations Surveyed Photos + Flow / Stage Gauges + Citizen Complaints
34 Rainfall Events + May 15, 2012 Citywide inches Study inches + June 1, 2012 Citywide 6.77 inches Study 4.47 inches + August 25, 2012 Citywide 9.68 inches Study 4.94 inches
35 June 2012 Event
36 Alternatives Jefferson Avenue Ivy Avenue
37 MIKE Urban - Scenario Manager
38 XPSWMM - Scenario Manager
39 2D Modeling - Small Ponds & Channels
40 2D Modeling - Roadside Ditches & Small Channels Roadside Ditch Small Channel
41 2D Modeling - Multiple 2D Domains
42 Strengths & Weaknesses
43 MIKE Urban - Strengths + ArcGIS and GeoDatabase + 1D computational convergence + Result statistics export to Shapefiles + Path tracing + Alternatives/Scenarios + HTML result summaries + 2D time series graphs at grid cells
44 MIKE Urban - Weaknesses + Inconsistent units displayed/reported + Cross-sections + DTM tools + Scenario manager + Parent/child relationships + 2D active/inactive areas + 2D computational grid + 2D boundaries + 2D starting water surface elevations + 2D boundary time series properties + Overall runtimes (Input vs. Computational)
45 XPSWMM - Strengths + DTM extraction tools + 2D grid properties + 2D active/inactive areas + 2D boundaries + 2D elevation tools + 2D starting water surface elevations + 2D layers + 2D results
46 XPSWMM - Weaknesses + Database formats + Scenario manager + 1D computational convergence + User interface
47 Final Thoughts + Good solutions can be achieved using various software applications + Know the model s limitations and assumptions + MIKE Urban 2D is limited to closed boundaries + Watch out for units with MIKE Urban + Keep it as simple as possible
48 Thank You Steve Godfrey, PE, CFM
Questions and Answers
Autodesk Storm and Sanitary Analysis Extension 2011 Questions and Answers Design stormwater and wastewater systems more effectively with integrated analysis. Contents 1. GENERAL PRODUCT INFORMATION...
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 informationLearn how to link a hydrologic model to the SWMM storm drain model
v. 10.1 WMS 10.1 Tutorial Learn how to link a hydrologic model to the SWMM storm drain model Objectives Build a rational method hydrologic model and compute sub-basin flows. Import storm drain network
More informationWMS 10.0 Tutorial Storm Drain Modeling SWMM Modeling Learn how to link a hydrologic model to the SWMM storm drain model
v. 10.0 WMS 10.0 Tutorial Learn how to link a hydrologic model to the SWMM storm drain model Objectives Build a rational method hydrologic model and compute sub-basin flows. Import storm drain network
More informationWMS 9.1 Tutorial Storm Drain Modeling SWMM Modeling Learn how to link a hydrologic model to the SWMM storm drain model
v. 9.1 WMS 9.1 Tutorial Learn how to link a hydrologic model to the SWMM storm drain model Objectives Build a rational method hydrologic model and compute sub-basin flows. Import storm drain network information
More informationUrban Floodplain modeling- Application of Two-Dimensional Analyses to Refine Results
Urban Floodplain modeling- Application of Two-Dimensional Analyses to Refine Results Prabharanjani Madduri, P.E., CFM Mathini Sreetharan, Ph.D., P.E., CFM Hydraulic modeling of urban areas and issues Modeling
More informationBenefits of 2D Modeling for Urban Stormwater Master Planning Niles, Illinois
Benefits of 2D Modeling for Urban Stormwater Master Planning Niles, Illinois Patrick Lach, P.E., CFM, Hey and Associates, Inc. Steve Vinezeano, ICMA CM, LEED AP Assistant Village Manager Three Geographic
More informationIntroduction to xpswmm2010
Introduction to xpswmm2010 Agenda for this webinar This is our 9 th Webinar in about the last 8 months Webinars have been recorded and are available at http://www.xpsoftware.com/education/xp-live-online-webinars/
More informationMIKE FLOOD. Modelling of Urban Flooding. Step-by-step training guide
MIKE FLOOD Modelling of Urban Flooding 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 Telefax mike@dhigroup.com
More informationConnecting 1D and 2D Domains
Connecting 1D and 2D Domains XP Solutions has a long history of Providing original, high-performing software solutions Leading the industry in customer service and support Educating our customers to be
More informationModeling Detention Ponds Malaysian Example (v2009)
Modeling Detention Ponds Malaysian Example (v2009) This tutorial demonstrates the usability of xpswmm and xpstorm for simulating detention basins in urban areas. This fictitious example includes the use
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 informationPCSWMM 2002 RUNOFF Block PAT AVENUE Storm Drainage Design
PCSWMM 2002 RUNOFF Block PAT AVENUE Storm Drainage Design A Hello World Example Prepared by Robert Pitt and Alex Maestre, Department of Civil Engineering, University of Alabama April 10, 2002 Introduction
More informationNEW xpswmm & xpstorm 2017
NEW xpswmm & xpstorm 2017 Housekeeping Ask Questions! Type queries into the Questions Field in the GoToWebinar interface. The webinar will be recorded and posted on xpsolutions.com If you have REGISTERED,
More informationMIKE Release 2019 News and features. October 2018
MIKE Release 2019 News and features October 2018 What s new in MIKE 2019 release? Marine updates Urban updates Inland updates DHI MIKE Release 2019 Urban Water Morten Kjølby What s new MIKE URBAN 2019
More information4.2.3 MODEL DEVELOPMENT The study developed flood mitigation options for the Eltham Road and Madills Farm / Melanesia Road areas. However, as low levels of confidence were associated with the flood h azards
More information2015 HDR, all rights reserved.
2015 HDR, all rights reserved. An Alternative to HEC-GEORAS: Overview & Comparison of AutoCAD River & Flood Analysis Module Ron Branyon, PE, CFM George Doubleday, EIT, CFM Brandon Hilbrich, PE, CFM TFMA
More informationDucks on the Pond: Stormwater Management Basin Analysis Using AutoCAD Civil 3D and Autodesk SSA
Ducks on the Pond: Stormwater Management Basin Analysis Using AutoCAD Civil 3D and Autodesk Josh Kehs, P.E. Autodesk, Inc. CI4541 Learning Objectives At the end of this class, you will be able to: Model
More information2D Modeling for Approximate Areas. Monica S. Urisko, P.E. CFM
2D Modeling for Approximate Areas Monica S. Urisko, P.E. CFM Ferrin P. Affleck, P.E. CFM Outline Types of Modeling Available Steady vs Unsteady 1D vs 2D Software available Basics of 2D modeling Inputs
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 informationComparing 2D Approaches for Complex FEMA Studies
Comparing 2D Approaches for Complex FEMA Studies Presented by: Ted Cassidy, P.E., PH (STARR2-Dewberry) Sam Crampton, P.E., CFM (STARR2-Dewberry) Mike DePue, P.E., CFM (STARR2-Atkins) Agenda Introduction
More informationWMS 10.0 Tutorial Hydraulics and Floodplain Modeling HY-8 Modeling Wizard Learn how to model a culvert using HY-8 and WMS
v. 10.0 WMS 10.0 Tutorial Hydraulics and Floodplain Modeling HY-8 Modeling Wizard Learn how to model a culvert using HY-8 and WMS Objectives Define a conceptual schematic of the roadway, invert, and downstream
More informationPCSWMM 2002 EXTRAN Block PAT AVENUE Storm Drainage Design
PCSWMM 2002 EXTRAN Block PAT AVENUE Storm Drainage Design A Hello World Example Prepared by Dr. Robert Pitt and Jason Kirby, Department of Civil Engineering, University of Alabama August 20, 2002 Introduction
More informationGPU - Next Generation Modeling for Catchment Floodplain Management. ASFPM Conference, Grand Rapids (June 2016) Chris Huxley
GPU - Next Generation Modeling for Catchment Floodplain Management ASFPM Conference, Grand Rapids (June 2016) Chris Huxley Presentation Overview 1. What is GPU flood modeling? 2. What is possible using
More informationWatershed Modeling Rational Method Interface. Learn how to model urban areas using WMS' rational method interface
v. 10.1 WMS 10.1 Tutorial Learn how to model urban areas using WMS' rational method interface Objectives Learn how to model urban areas using the Rational method, including how to compute rainfall intensity,
More informationThis loads a preset standard set of data appropriate for Malaysian modeling projects.
XP Software On-Site Detention (OSD) Example Step 1 Open xpswmm2010 program Or from Start menu select Programs XPS - then select xpswmm2010 Select Create From Template Save file, e.g. Filename.xp The program
More informationXP Solutions has a long history of Providing original, high-performing software solutions Leading the industry in customer service and support
XP Solutions has a long history of Providing original, high-performing software solutions Leading the industry in customer service and support Educating our customers to be more successful in their work.
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 informationVERSION 2016 Service Pack 1, 17.1 (Officially Released 6 April 2016)
One of the many advantages of using XP Solutions products is the knowledge that we are continually improving the software, adding new features that keep our customers equipped with the latest modeling
More informationSewer Master Planning with AutoCAD Map 3D and Autodesk Storm and Sanitary Analysis Extension
Sewer Master Planning with AutoCAD Map 3D and Autodesk Storm and Sanitary Analysis Extension Dan Leighton DL Consulting UT220-1 With the acquisition of BOSS StormNET software, Autodesk now provides the
More informationA Comparative Study of HEC-RAS 2D, TUFLOW, & Mike 21 Model Benchmark Testing
A Comparative Study of HEC-RAS 2D, TUFLOW, & Mike 21 Model Benchmark Testing June 2016 Presented by: Murari Paudel, PhD, PE, CFM Soledad B Roman, EIT John Prichard, PE, CFM Wood Rodgers Inc. Sacramento,
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 informationHIGH RESOLUTION MODELLING OF URBAN FLOODING EVENTS
High Resolution Data Assimilation Meeting Royal Meteorological Society, Reading 19 April 2013 HIGH RESOLUTION MODELLING OF URBAN FLOODING EVENTS Slobodan Djordjević S.Djordjevic@exeter.ac.uk Outline Data
More informationAppendix E-1. Hydrology Analysis
Appendix E-1 Hydrology Analysis July 2016 HYDROLOGY ANALYSIS For Tentative Tract 20049 City of Chino Hills County of San Bernardino Prepared For: 450 Newport Center Drive, Suite 300 Newport Beach, CA 92660
More information2-D Hydraulic Modeling Theory & Practice
2-D Hydraulic Modeling Theory & Practice Author: Maged A. Aboelata, PhD, PE, CFM Presenter: Heather Zhao, PE, CFM October 2017 Presentation Outline * 1-D vs. 2-D modeling * Theory of 2-D simulation * Commonly
More informationXP Solutions has a long history of Providing original, high-performing software solutions Leading the industry in customer service and support
Housekeeping Ask Questions! Type queries into the Question Field in the GoToWebinar interface. The webinar will be recorded and posted on innovyze.com If you have REGISTERED, you will receive an email
More informationBentley OpenRoads Workshop 2017 FLUG Fall Training Event
Bentley OpenRoads Workshop 2017 FLUG Fall Training Event F-1P - Designing with a Pond Bentley Systems, Incorporated 685 Stockton Drive Exton, PA 19341 www.bentley.com Practice Workbook This workbook is
More informationGeneralisation of Topographic resolution for 2D Urban Flood Modelling. Solomon D. Seyoum Ronald Price Zoran Voijnovic
Generalisation of Topographic resolution for 2D Urban Flood Modelling Solomon D. Seyoum Ronald Price Zoran Voijnovic Outline Introduction Urban Flood Modelling and Topographic data DTM Generalisation Remedial
More informationFigure 1: Mobile mapping project location in New York City.
Using Mobile LiDAR to Deliver Survey Accurate Data This presentation will take the attendees though the process of controlling and delivering survey grade LiDAR data for use in CADD, Modeling, and GIS
More information12d Model Training Notes Training Modules for 12d Model
12d Model Training Notes Training Modules for 12d Model June 2018 12d Model V11.0 Training Modules for 12d Model Manual June 2018 Disclaimer 12d Model is supplied without any express or implied warranties
More informationStorm Drain Modeling HY-12 Pump Station
v. 10.1 WMS 10.1 Tutorial Storm Drain Modeling HY-12 Pump Station Analysis Setup a simple HY-12 pump station storm drain model in the WMS interface with pump and pipe information Objectives Using the HY-12
More informationStorm Drain Modeling HY-12 Rational Design
v. 10.1 WMS 10.1 Tutorial Learn how to design storm drain inlets, pipes, and other components of a storm drain system using FHWA's HY-12 storm drain analysis software and the WMS interface Objectives Define
More information2014 AWRA Annual Water Resources Conference November 5, 2014 Tysons Corner, VA
2014 AWRA Annual Water Resources Conference November 5, 2014 Tysons Corner, VA HEC-RAS Overview, History, & Future How HEC-RAS Works Model Development Standard FEMA Assumptions Building A Model FEMA Levels
More informationModelling with AR&R 2016
Modelling with AR&R 2016 XP Solutions Software for modeling wastewater, stormwater, and floods Graphical User Interface (GUI) and analytical engines CAD/GIS type interface and data management tools Graphical
More informationOpenRoads Creating Subsurface Utility Models
OpenRoads Creating Subsurface Utility Models Existing and Proposed Utilities Presenter: Robert Garrett, PE Bentley Systems, Incorporated 685 Stockton Drive Exton, PA 19341 www.bentley.com Before you Begin:...
More informationINSTRUCTIONS FOR THE 2017 ONLINE MCES SEWER SURVEY
METROPOLITAN COUNCIL ENVIRONMENTAL SERVICES (MCES) 390 North Robert Street St. Paul, Minnesota 55101 INSTRUCTIONS FOR THE 2017 ONLINE MCES SEWER SURVEY I. BACKGROUND INFORMATION GENERAL INFORMATION A.
More informationRepresenting Detail in Large Hydraulic Models: Lower Thames and Humber Estuary. Neil Hunter, Kevin Haseldine and Matthew Scott
Representing Detail in Large Hydraulic Models: Lower Thames and Humber Estuary Neil Hunter, Kevin Haseldine and Matthew Scott Overview What do we mean by detail? Lower Thames Humber Estuary How is software
More informationEvolution of an Integrated 1D/2D Modeling Package for Urban Drainage
18 Evolution of an Integrated 1D/2D Modeling Package for Urban Drainage Thomas E. Barnard, Anthony W. Kuch, Geoffrey R. Thompson, Sudesh Mudaliar and Brett C. Phillips Recent flooding events in North America
More informationPACIFIC CENTER Anaheim, California
HYDROLOGY REPORT PACIFIC CENTER Anaheim, California Prepared for Hines Company 4000 MacArthur Blvd. Suite 110 Newport Beach, CA 92660 949.313.2230 Prepared by Fuscoe Engineering, Inc. 16795 Von Karman,
More informationWatershed Modeling Maricopa Predictive HEC-1 Model. Watershed Modeling Maricopa County: Master Plan Creating a Predictive HEC-1 Model
v. 10.1 WMS 10.1 Tutorial Watershed Modeling Maricopa County: Master Plan Creating a Predictive HEC-1 Model Build a watershed model to predict hydrologic reactions based on land use development in Maricopa
More informationUTILITY REPORT FOR THORNTON SELF STORAGE THORNTON, COLORADO
UTILITY REPORT FOR THORNTON SELF STORAGE THORNTON, COLORADO Prepared by: Bowman Consulting 63 Park Point Dr. Suite 1 Golden, CO 841 (33)-81-29 June 29, 215 Revised August 14, 215 CERTIFICATE SHEET DCB
More informationHCFCD Review Process
HCFCD Review Process Impact Analysis Local Review LOMR Delegation Local Review This presentation will include: Why is this step important? Process Review Checklist Common Comments 2 Local Review Why is
More informationWatershed Analysis and A Look Ahead
Watershed Analysis and A Look Ahead 1 2 Specific Storm Flow to Grate What data do you need? Watershed boundaries for each storm sewer Net flow generated from each point across the landscape Elevation Fill
More informationSewer Pump ON/OFF as Synthesized Flow Meters
Innovyze Gold Coast User Group Conference Sewer Pump ON/OFF as Synthesized Flow Meters 11 October 2016 Ian McDonald Introduction This presentation investigates an alternative method to determine pump rates
More informationHydrologic Modeling using HEC-HMS
Hydrologic Modeling using HEC-HMS CE 412/512 Spring 2017 Introduction The intent of this exercise is to introduce you to the structure and some of the functions of the HEC-Hydrologic Modeling System (HEC-HMS),
More informationAsset Management for CSDS and BMP Infrastructure
Asset Management for CSDS and BMP Infrastructure Ramzi K. Bannura GISP, MBA GeoSpatial Programs Manager Bureau of Highways Anne Arundel County Maryland 2662 Riva Road; Suite 123 Annapolis, MD 21401 (410)222-4163
More informationMEMORANDUM. Corona Subdivision XP Storm Evaluation. Date: March 5, Curt Bates, City of Petaluma. David S. Smith, P.E., WEST Consultants, Inc.
MEMORANDUM Project: Corona Subdivision XP Storm Evaluation Subject: Results Summary Date: March 5, 2013 To: Curt Bates, City of Petaluma No. C056132 EXP. 12/31/14 From: David S. Smith, P.E., WEST Consultants,
More informationStorm Water Management Model User's Manual Version 5.1
United States Environmental Protection Agency EPA/600/R-14/413b Revised September 2015 - www2.epa.gov/water-research - Storm Water Management Model User's Manual Version 5.1 Office of Research and Development
More informationWhat s new in Civil Designer 2015
What s new in Civil Designer 2015 We have concentrated on adding in additional functionality requested by our extensive client base as well as optimising existing features. Survey & Terrain Significant
More informationPUBLIC WORKS. 1oo. DiEital Fee Schedules. Effective January 1, 2008
PUBLIC WORKS Geographic Information Systems DiEital Fee Schedules Effective January 1, 2008 Date Advertised 12103/07 In (Publication) Daily Business Journal Public Hearing Date Approved as to form: David
More informationCity of San Antonio Utilizing Advanced Technologies for Stormwater System Mapping and Condition Assessments
City of San Antonio Utilizing Advanced Technologies for Stormwater System Mapping and Condition Assessments Prepared for: 2017 ESRI Users Conference Prepared by Noelle Gaspard, PE, GISP, CFM July 12,2017
More informationModule 9. Lecture 3: Major hydrologic models-hspf, HEC and MIKE
Lecture 3: Major hydrologic models-hspf, HEC and MIKE Major Hydrologic Models HSPF (SWM) HEC MIKE Hydrological Simulation Program-Fortran (HSPF) Commercial successor of the Stanford Watershed Model (SWM-IV)
More informationNEORSD s Model-Based Approach to Support Regulatory Compliance of a CSO Consent Decree and NPDES Permit
NEORSD s Model-Based Approach to Support Regulatory Compliance of a CSO Consent Decree and NPDES Permit Advanced Seminar on GIS-Centric Applications for Utility Planning & Operations Ohio Innovyze User
More informationStorm Drain Modeling Defining HY-12 Storm Drain Networks with Shapefiles and LandXML files
WMS 10.1 Tutorial v. 10.1 Storm Drain Modeling Defining HY-12 Storm Drain Networks with Shapefiles and LandXML files Set up an HY-12 storm drain model in the WMS interface using common file types such
More informationTutorial Hydrodynamics in sewers
Tutorial Hydrodynamics in sewers September 2007 3.9230.00 Tutorial Hydrodynamics in sewers September 2007 Tutorial Hydrodynamics in sewers 3.9230.00 September 2007 Contents 1 Tutorial Hydrodynamics in
More informationSpatial Hydrologic Modeling Using NEXRAD Rainfall Data in an HEC-HMS (MODClark) Model
v. 10.0 WMS 10.0 Tutorial Spatial Hydrologic Modeling Using NEXRAD Rainfall Data in an HEC-HMS (MODClark) Model Learn how to setup a MODClark model using distributed rainfall data Objectives Read an existing
More informationClimate Change/Extreme Weather Vulnerability Risk Assessment:
Climate Change/Extreme Weather Vulnerability Risk Assessment: Federal Highway Administration (FHWA) Pilot Study for the Dallas-Fort Worth Region June 4, 2014 2014 TxDOT Transportation Planning Conference
More informationWMS 8.4 Tutorial Watershed Modeling MODRAT Interface Schematic Build a MODRAT model by defining a hydrologic schematic
v. 8.4 WMS 8.4 Tutorial Watershed Modeling MODRAT Interface Schematic Build a MODRAT model by defining a hydrologic schematic Objectives This tutorial shows you how to define a basic MODRAT model using
More informationIntegrated Stormwater Management. March 27, 2014
Integrated Stormwater Management March 27, 2014 Master Plan Development + Alternatives to Address Flooding + Riverine Flooding + Level of Service (LOS) analysis + Identify Capitol Improvement Projects
More informationCommunity Resilience Scenario Planning Model
Community Resilience Scenario Planning Model Technical User Guide American Planning Association Making Great Communities Happen This Technical User Guide was developed by Focused Planning Solutions, Inc.,
More informationMIKE SHE. Fully Integrated Exercise. Step-by-step training guide
MIKE SHE Fully Integrated Exercise Step-by-step training guide MIKE 2016 DHI headquarters Agern Allé 5 DK-2970 Hørsholm Denmark +45 4516 9200 Telephone +45 4516 9333 Support +45 4516 9292 Telefax mike@dhigroup.com
More informationOslo. The Fjord City citizens. 8 main rivers 2 WWTP km waste water pipes. 55 % combined systems. 45 % separate systems.
Frode Hult, Demo Manager (Senior Engineer) City of Oslo, Water and Sewerage Works PREPARED Alliance Forum no. 2 Aarhus, 23.01.2014 Oslo The Fjord City 620.000 citizens 8 main rivers 2 WWTP 2250 km waste
More informationTABLE OF CONTENTS. Section 2.0 GENERAL PLAN REQUIREMENTS 05/2011. Section 100 ROADWAY DESIGN 01/2016
TABLE OF CONTENTS The City Standard Manual was revised in 2010. Please see dates in the revised column for details that have been modified after 2010. PART 1 - DESIGN STANDARDS Section 1.0 ENGINEERING
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 informationWMS 10.0 Tutorial Watershed Modeling MODRAT Interface Schematic Build a MODRAT model by defining a hydrologic schematic
v. 10.0 WMS 10.0 Tutorial Watershed Modeling MODRAT Interface Schematic Build a MODRAT model by defining a hydrologic schematic Objectives This tutorial shows users how to define a basic MODRAT model using
More informationv. 9.1 WMS 9.1 Tutorial Watershed Modeling HEC-1 Interface Learn how to setup a basic HEC-1 model using WMS
v. 9.1 WMS 9.1 Tutorial Learn how to setup a basic HEC-1 model using WMS Objectives Build a basic HEC-1 model from scratch using a DEM, land use, and soil data. Compute the geometric and hydrologic parameters
More informationIntroduction to Bentley PondPack
Introduction to Bentley PondPack CE 365K Hydraulic Engineering Design Prepared by Cassandra Fagan and David Maidment Spring 2015 Contents Goals of the Tutorial... 1 Procedure... 1 (1) Opening Bentley PondPack...
More informationEvaluating Multiple Stormwater Analysis and Design Alternatives with StormCAD
Evaluating Multiple Stormwater Analysis and Design Alternatives with StormCAD Workshop Overview In this workshop you will use StormCAD to analyze an existing storm sewer system. You will add a parking
More informationWatershed Modeling HEC-HMS Interface
v. 10.1 WMS 10.1 Tutorial Learn how to set up a basic HEC-HMS model using WMS Objectives Build a basic HEC-HMS model from scratch using a DEM, land use, and soil data. Compute the geometric and hydrologic
More informationNON STRUCTURAL STORMWATER STRATEGIES (NJAC 7:8-5.3) - ATTACHMENT G
NON STRUCTURAL STORMWATER STRATEGIES (NJAC 7:8-5.3) - ATTACHMENT G 1. Has the applicant identified the Nonstructural Stormwater Strategies which are incorporated into Project and where they are located
More informationWatershed Modeling Maricopa County: Master Plan Creating a Predictive HEC-1 Model
v. 9.0 WMS 9.0 Tutorial Watershed Modeling Maricopa County: Master Plan Creating a Predictive HEC-1 Model Build a watershed model to predict hydrologic reactions based on land use development in Maricopa
More informationBoundaries of 1D 2D modelling. Suzanne Callaway Senior Hydraulic Modeller
Boundaries of 1D 2D modelling Suzanne Callaway Senior Hydraulic Modeller Introduction Why is it important to define 1D 2D boundaries carefully? Defining boundaries between 1D and 2D models (Flood Modeller
More informationPCSWMM 2002 TRANSPORT Block PAT AVENUE - Sanitary Sewer Design
PCSWMM 2002 TRANSPORT Block PAT AVENUE - Sanitary Sewer Design A Hello World Example Prepared by Robert Pitt and Jason Kirby Department of Civil and Environmental Engineering University of Alabama July
More informationMIKE SHE Basic Exercises
MIKE SHE - Basic Exercises 1 MIKE SHE Basic Exercises 1 INTRODUCTION... 3 1.1 HYDROLOGIC PROCESSES SIMULATED BY MIKE SHE... 3 1.2 APPLICATIONS AROUND THE WORLD... 3 1.3 THE MIKE SHE USER INTERFACE... 4
More informationVDOT GEOPAK Drainage Training Manual
VDOT GEOPAK Drainage Training Manual Training Manual 2004 Edition TRN007630-1/0002 Trademarks AccuDraw, Bentley, the B Bentley logo, MDL, MicroStation and SmartLine are registered trademarks; PopSet and
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 informationWMS 9.1 Tutorial GSSHA Modeling Basics Post-Processing and Visualization of GSSHA Model Results Learn how to visualize GSSHA model results
v. 9.1 WMS 9.1 Tutorial GSSHA Modeling Basics Post-Processing and Visualization of GSSHA Model Results Learn how to visualize GSSHA model results Objectives This tutorial demonstrates different ways of
More informationSection 3 Laying Out Structures
Mastering Storm&Sanitary Section 3 Laying Out Structures Section Goals: How to Set Drainage Options When to Set Structure Settings Using Preference Sets Laying Out Ditch Inlets Laying Out a connecting
More informationRuntime Comparisons between SWMM4 and SWMM5 using various Continuous Simulation Model Networks
11 Runtime Comparisons between SWMM4 and SWMM5 using various Continuous Simulation Model Networks Carl C. Chan, Robert E. Dickinson and Edward H. Burgess The Stormwater Management Model (SWMM) is a dynamic
More informationWMS 10.1 Tutorial GSSHA Modeling Basics Post-Processing and Visualization of GSSHA Model Results Learn how to visualize GSSHA model results
v. 10.1 WMS 10.1 Tutorial GSSHA Modeling Basics Post-Processing and Visualization of GSSHA Model Results Learn how to visualize GSSHA model results Objectives This tutorial demonstrates different ways
More informationBuilding a new model in wspg2010
Building a new model in wspg2010 The Water Surface Profile Gradient 2010 (wspg2010 by XP Software) model is a hydraulic analysis system that computes and plots uniform and non-uniform steady flow water
More informationSTORM WATER MANAGEMENT MODEL USER S MANUAL. Version 5.0
November 2004 STORM WATER MANAGEMENT MODEL USER S MANUAL Version 5.0 By Lewis A. Rossman Water Supply and Water Resources Division National Risk Management Research Laboratory Cincinnati, OH 45268 NATIONAL
More informationSpatial Hydrologic Modeling HEC-HMS Distributed Parameter Modeling with the MODClark Transform
v. 9.0 WMS 9.0 Tutorial Spatial Hydrologic Modeling HEC-HMS Distributed Parameter Modeling with the MODClark Transform Setup a basic distributed MODClark model using the WMS interface Objectives In this
More informationGeneric CCTV Software Specifications for GraniteNet Premium Package Asset Management & Decision Support Software from CUES
Generic CCTV Software Specifications for GraniteNet Premium Package Asset Management & Decision Support Software from CUES Functional Requirements of the Software Industry Standards a. The software shall
More informationWMS 8.4 Tutorial Watershed Modeling MODRAT Interface (GISbased) Delineate a watershed and build a MODRAT model
v. 8.4 WMS 8.4 Tutorial Watershed Modeling MODRAT Interface (GISbased) Delineate a watershed and build a MODRAT model Objectives Delineate a watershed from a DEM and derive many of the MODRAT input parameters
More informationAutoCAD Civil 3D 2010 Education Curriculum Instructor Guide Unit 4: Environmental Design
AutoCAD Civil 3D 2010 Education Curriculum Instructor Guide Unit 4: Environmental Design Lesson 2 Watershed Analysis Overview In this lesson, you learn about how AutoCAD Civil 3D software is used to analyze
More informationKnight Piésold. Knight Piésold
Mount Polley Project Tailings Facility Summary February 26, 2007 Knight Piesold ref #: 101-01/18 1 Overview of Presentation General Information Project Background On-going Operations and Monitoring Test
More informationIdentifying Critical Infrastructure Through the Use of Hydraulic Modeling to Support Asset Management
Identifying Critical Infrastructure Through the Use of Hydraulic Modeling to Support Asset Management James P. Cooper, Prof. Engineer, Cert. Operator Acknowledgements Lisa Gresehover Kimberly Six Karem
More informationGETTING STARTED WITH HAZUS- MH 2.1
GETTING STARTED WITH HAZUS- MH 2.1 SYSTEM AND SOFTWARE REQUIREMENTS In order for Hazus- MH to run properly, your system must meet certain minimum requirements. figure 1 provides guidance for supported
More informationv Water Distribution System Modeling Working with WMS Tutorials Building a Hydraulic Model Using Shapefiles Prerequisite Tutorials None
v. 10.1 WMS 10.1 Tutorial Water Distribution System Modeling Working with EPANET Building a Hydraulic Model Using Shapefiles Objectives Open shapefiles containing the geometry and attributes of EPANET
More information