Required: 486DX-33, 8MB RAM, HDD w. 20 MB free, VGA, Win95. Recommended: Pentium 60, 16 MB RAM, SVGA, Win95 or NT
|
|
|
- Angelica Dixon
- 5 years ago
- Views:
Transcription
1 Evaluation Form Evaluator Information Name: Jeff Hagan Date: Feb. 17, 2000 Software Information Title of Software: Purpose: Publisher: CulvertMaster Culvert Hydraulic Design Haestad Methods, Inc. Version: 1.0 Year Published: 1996 Affiliate Software: Platform(s): Computer: Media: System Requirements: Availability: Win95 WinNT IBM Floppy Disk & CD-ROM Required: 486DX-33, 8MB RAM, HDD w. 20 MB free, VGA, Win95. Recommended: Pentium 60, 16 MB RAM, SVGA, Win95 or NT online publisher s web site. Required Extras Additional Required Hardware: Additional Required Software: None. None for regular operation, text editor required to add new culvert sizes/materials in the material.ini file.
2 Installation and Set-up Comments Installation Documentation & Installation Instructions Installation Speed Configuration Options The program relies on setup program to guide the user. Instructions give just enough information to launch the setup program. The setup program is self-explanatory. Approx. 2-3 minutes - install path must end with CVM directory - the only configuration option is imperial or metric default for measurement units (NB: this option can be changed in the program while running) - no option given to change placement in Start menu from default Instructions and Feedback Error Notification Tutorial Available Help Menu Available Technical Support Available Yes No Comments Error notification is given for some, but not all. For example input errors are not reported. Error messages are sometimes cryptic, but usually fairly clear. - Three separate tutorials; One Minute Tutorial, Design Tutorial, & Analysis Tutorial - One minute tutorial is for users who are unfamiliar with PCs/Windows in general. - Design and Analysis tutorials show the basic features of the program, but do not show the user the intricacies of the program. - Searchable Help Menu, plus context sensitive help buttons on most windows - Fairly easy to find answers to most questions quickly - The help menu is intended to be the main information source for the user about the program it includes all the information in, and goes beyond, the User s Guide. - Provides information on theories & equations used for calculation - Phone, fax, web, Contact Info is in the User s Guide. - Company web site has little in the way of troubleshooting information, but information on how to contact tech support is easy to find - Option on CD to send software publisher a file. Not very well explained, but seems to be for troubleshooting problems with program data files. - Prompt response when tech support contacted by
3 Program Functionality Printing Capabilities Amount of Data Entry Required Ease of Navigation Disk/CD Required For Use Save Output Files Save-Name Limitations Comments Standard reports & graphs. No formatting options. User is given choice of what data to plot on graphs and in rating tables. No options with reports. Will calculate some data automatically, e.g. elevations/slopes, otherwise data requirements equivalent to hand calculation. - Program is laid out logically. - Navigation is easy once reasonably familiar with the program. - This is one area where the tutorial is helpful. Disk or CD not required after program is installed Data files can be saved, but output files (reports, etc.) cannot be saved separately. - Only 8 characters allowed. Spaces allowed. - Rainfall data table & equation files limited to 8.3 format. - Files must use the default 3-letter extension for the file type.
4 Modelling Capabilities Hydrologic Yes No DMM Comments Program has limited hydrologic modelling capability: can calculate peak flow based on analysis by Rational or SCS Peak Discharge Methods for upstream watershed Single Event Only uses IDF curves/tables Continuous Event Only uses IDF curves/tables Rational Method Rainfall Data Accepted Applicable in DMM Users Guide Land Use: Urban , 3-9 Infiltration Temperature Evapotranspiration Subsurface Flow Water Balance Water Quality Hydrograph Method Routing: Channel Rural , 3-9 Reservoir Water Quality Major/Minor System Receiving Water Input/Output: 5.38, Accept External Input Files N/A 3-6 Produce Output Files N/A No limitations stated for use of method Accepts data in the following forms: - Equations for rainfall I-D-F curves (3 eq n types are allowed Rainfall I-D-F table - Can calculate rainfall table based on National Weather Service Hydro-35 method (Imperial units only) Description Uses tailwater level/downstream channel characteristics in calculations Accepts proprietary format rainfall data files (.TBL) and rainfall equation files (.EQN) from other projects generated by CulvertMaster. Produces proprietary format rainfall data and equation files (.TBL &.EQN).
5 Hydraulic Flow Conditions: Applicable Steady 8.92 Unsteady Uniform 8.92 Gradually Varied 8.92 Rapidly Varied 8.92 Subcritical Supercritical Two Dimensional Tractive Force in DMM 5.10, 8.97, , 8.97, 8.99 Energy Users Guide , 3-15, 3-18, , , Momentum Structures Modelled: Channels Circular Rectangular Triangular Trapezoidal Description Uses methodologies set forth in Hydraulic Design Series No. 5, Hydraulic Design of Highway Culverts (1985), prepared for the U.S. Federal Highway Administration (User s Guide, p. 3-10) The program assumes steady flow conditions exist in the system. Direct step & standard step methods are used in the culvert analysis. User s Guide states that rapidly varied flow exists in culverts, but does not explicitly say that the program solves for this type of flow. The program can handle hydraulic jumps within the culvert, but will not specifically state to the user that a jump has occurred, or where it occurred. Methods used: - direct step - standard step Manual states that the program can handle hydraulic jumps, but no mention is made of the momentum method. The program appears to account for hydraulic jumps properly, but does not output information to user (see above, Rapidly Varied ).
6 Irregular Culverts Culverts Inlet Control Outlet Control Applicable in DMM , , , , Users Guide , Accept Multiple Cross Section N/A 1-1 Inlets and Gutters Gutter Grate Inlet Curb Inlet Combination Inlet Slot Inlet Ditch Inlet Pipes Stormsewers Pressure Pipes Weirs and Orifices Sharp Crested Weirs Other Weirs Orifices Energy Dissipaters Chutes Stilling Basins Vertical Drops Ice/Debris Ice Flow Debris Flow Input/Output: , Description Culvert analysis and design is the primary purpose of the program. - Analysis mode will accept unlimited number of culverts, each with different cross section and material characteristics. Types of weirs supported by program: - broad crested weir - roadway overtopping
7 Applicable in DMM Accept External Input Files 3-6 Produce Output Files 3-6 Water Surface Profile Velocity Profile Rating Curves Users Guide Description Accepts proprietary format rainfall data & equation files (.TBL,.EQN). Produces proprietary format rainfall data & equation files (.TBL,.EQN). Cannot produce output files (other than regular.cvm data files) based on culvert data. Can produce plots of the following: - Headwater Elevation - Tailwater Elevation - Discharge (Individual Elements or Total) - Inlet Control HW Elev. (Indiv. Culvert) - Outlet Control HW Elev. (Indiv. Culvert) - Downstream Velocity (Indiv. Culvert) - Downstream Depth (Indiv. Culvert) Rating Tables Produces Rating Tables of same data as above. Cross Section Flow Distribution Options: Tributary Profile Multiple Profile Automatic Calibration
8 Model Evaluation Summary Yes No Comments Applicable to MTO Additional Comments The only place where the control type or flow regime is specified is the report form. This can only be seen by using print preview or by actually printing off the form. The default n values for materials do not conform to values used in the DMM, but CulvertMaster allows users to change these values from the defaults. Culvert Calculations: Inlet control Headwater elevation is computed using the actual equations that the nomographs in the DMM are based on and therefore include a slope correction element. Nomographs in the DMM are assuming a slope of 0.02 m/m. Rational Method Calculations: - If negative area values are input by the user, the program ignores negative areas in calculations it treats them as if they do not exist. - If a C value greater than 1 is input by the user, the program displays an error message, but still uses the value in calculations. - If a negative C value is input by the user, the program displays an error message, and the weighted C value for the catchment area becomes zero. Additional culvert or inlet sizes or materials can be added by editing the file MATERIAL.INI (found in the same folder as the CVM directory) with a text editor. Instructions on how to add items are located within the file itself. This method is not very intuitive, and prone to error by incorrectly inputting data. Note: If a culvert size entry in the Material.ini file is altered, culverts of the effected type, material and size revert back to the default size for the culvert material and type (usually the smallest).
9 Figure 1: Sample input windows
Storm 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
WMS 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
CHAPTER 7 FLOOD HYDRAULICS & HYDROLOGIC VIVEK VERMA
CHAPTER 7 FLOOD HYDRAULICS & HYDROLOGIC VIVEK VERMA CONTENTS 1. Flow Classification 2. Chezy s and Manning Equation 3. Specific Energy 4. Surface Water Profiles 5. Hydraulic Jump 6. HEC-RAS 7. HEC-HMS
Watershed 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,
Culvert Studio User's Guide
Culvert Studio User's Guide 2 Culvert Studio Table of Contents Foreword 0 Part I Introduction 5 1 Installing... and Activating 6 2 Getting... Updates 7 3 About... This Guide 7 Part II Overview 9 1 The
Introducion 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
Hydraulics 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
Gavin Fields Senior Water Resources Engineer XP Solutions
Hydraulics 101 Gavin Fields Senior Water Resources Engineer XP Solutions Hydraulics 101 Introduction Structures Hydraulic Model Building Q&A XP Solutions Software for modeling wastewater, stormwater, and
Storm 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
Build a MODRAT model by defining a hydrologic schematic
v. 11.0 WMS 11.0 Tutorial Build a MODRAT model by defining a hydrologic schematic Objectives Learn how to define a basic MODRAT model using the hydrologic schematic tree in WMS by building a tree and defining
Prof. B.S. Thandaveswara. The computation of a flood wave resulting from a dam break basically involves two
41.4 Routing The computation of a flood wave resulting from a dam break basically involves two problems, which may be considered jointly or seperately: 1. Determination of the outflow hydrograph from the
WMS 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
WMS 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
Watershed 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
Efficiency and Accuracy of Importing HEC RAS Datafiles into PCSWMM and SWMM5
5 Efficiency and Accuracy of Importing HEC RAS Datafiles into PCSWMM and SWMM5 Karen Finney, Rob James, William James and Tiehong Xiao An advantage of USEPA s SWMM5 is its capability to dynamically model
Prepared for CIVE 401 Hydraulic Engineering By Kennard Lai, Patrick Ndolo Goy & Dr. Pierre Julien Fall 2015
Prepared for CIVE 401 Hydraulic Engineering By Kennard Lai, Patrick Ndolo Goy & Dr. Pierre Julien Fall 2015 Contents Introduction General Philosophy Overview of Capabilities Applications Computational
Storm 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
Multi-Stage Outlet Structures
Methods in Stormwater Management Using HydroCAD Multi-Stage Outlet Structures H09 Multi-Stage Outlet Structures.pdf 1 Topics 1. Multi-State Outlet Structures Definition 2. Orifice and Weir Equations 3.
ISIS 1D. Quick Start Guide. Cost effective, integrated software solutions ch2mhill.com/isis
ISIS 1D Quick Start Guide Cost effective, integrated software solutions 0845 094 7990 ch2mhill.com/isis softwaresupport@ch2m.com Table of Contents Overview... 3 1. Starting ISIS and Basic Concepts... 3
Introduction 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...
Learn 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
Modeling 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
FLOODPLAIN MODELING USING HEC-RAS
H A E S T A D M E T H O D S FLOODPLAIN MODELING USING HEC-RAS F i r s t E d i t i o n Authors Haestad Methods Gary Dyhouse Jennifer Hatchett Jeremy Benn Managing Editor Colleen Totz Editors David Klotz,
WMS 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
WMS 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
VDOT 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
FLOODPLAIN MODELING MANUAL. HEC-RAS Procedures for HEC-2 Modelers
FLOODPLAIN MODELING MANUAL HEC-RAS Procedures for HEC-2 Modelers Federal Emergency Management Agency Mitigation Directorate 500 C Street, SW Washington, DC 20472 April 2002 Floodplain Modeling Manual HEC-RAS
Bentley 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
Evaluating 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
Ducks 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
Cross Sections, Profiles, and Rating Curves. Viewing Results From The River System Schematic. Viewing Data Contained in an HEC-DSS File
C H A P T E R 9 Viewing Results After the model has finished the steady or unsteady flow computations the user can begin to view the output. Output is available in a graphical and tabular format. The current
This 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
Automating Hydraulic Analysis v 1.0.
2011 Automating Hydraulic Analysis v 1.0. Basic tutorial and introduction Automating Hydraulic Analysis (AHYDRA) is a freeware application that automates some specific features of HEC RAS or other hydraulic
Objectives This tutorial demonstrates how to perform unsteady sediment transport simulations in SRH-2D.
SMS v. 12.2 SRH-2D Tutorial Objectives This tutorial demonstrates how to perform unsteady sediment transport simulations in SRH-2D. Prerequisites SMS Overview tutorial SRH-2D SRH-2D Sediment Transport
HEC-RAS. A Tutorial (Model Development of a Small Flume)
HEC-RAS A Tutorial (Model Development of a Small Flume) HEC-RAS Hydraulic Engineering Center:River Analysis System 1-D step backwater model Utilizes energy equation to compute water surface elevation for
Peak Stormwater Engineering, LLC MEMORANDUM
Peak Stormwater Engineering, LLC 922 Cypress Lane, Louisville, CO 80027 Tel: (720) 239-1151 Fax: (720) 239-1191 Email: drapp@peakstormwater.com MEMORANDUM Date: To: Holly Piza, UDFCD Ken MacKenzie, UDFCD
Storm Drain Modeling HY-12 Analysis with CAD
v. 10.1 WMS 10.1 Tutorial Storm Drain Modeling HY-12 Analysis with CAD Data Setup an HY-12 storm drain model in the WMS interface using CAD data with inlet and pipe information Objectives Learn to define
HY-8 Quick Start Guide. What s in this Quick Start Document. Technical Methods. HY-8 Quick Start
HY-8 Quick Start Guide This Quick Start guide is intended to provide essential information for installing and running the updated version 7.1 of the HY-8 culvert hydraulic analysis and design program (HY-8
SMS v Culvert Structures with HY-8. Prerequisites. Requirements. Time. Objectives
SMS v. 12.1 SRH-2D Tutorial Culvert Structures with HY-8 Objectives This tutorial demonstrates the process of modeling culverts in SRH-2D coupled with the Federal Highway Administrations HY-8 culvert analysis
Day 1. HEC-RAS 1-D Training. Rob Keller and Mark Forest. Break (9:45 am to 10:00 am) Lunch (12:00 pm to 1:00 pm)
Day 1 HEC-RAS 1-D Training Rob Keller and Mark Forest Introductions and Course Objectives (8:00 am to 8:15 am) Introductions: Class and Content Module 1 Open Channel Hydraulics (8:15 am to 9:45 am) Lecture
SRH-2D Additional Boundary Conditions
v. 12.2 SMS 12.2 Tutorial SRH-2D Additional Boundary Conditions Objectives Learn techniques for using various additional boundary conditions with the Sedimentation and River Hydraulics Two-Dimensional
ISIS Free & ISIS Professional Quick Start Guide
ISIS Free & ISIS Professional Cost effective, integrated modelling solutions Think saving, think ISIS, think Halcrow This quick start guide enables first time users to quickly understand how to use ISIS
GRADUALLY VARIED FLOW
CVE 341 Water Resources Lecture Notes 5: (Chapter 14) GRADUALLY VARIED FLOW FLOW CLASSIFICATION Uniform (normal) flow: Depth is constant at every section along length of channel Non-uniform (varied) flow:
HY-8 User Manual (v7.5) HY-8 Culvert Analysis Program
HY-8 User Manual (v7.5) HY-8 Culvert Analysis Program HY-8 User Manual 2 1. Introduction... 6 Introduction...6 Getting Started...7 Differences from DOS HY-8...9 Limitations...10 Vena Contracta...13 2.
SMS v Weir Flow. SRH-2D Tutorial. Prerequisites. Requirements. Time. Objectives
SMS v. 12.2 SRH-2D Tutorial Objectives This tutorial demonstrates the process of using a weir boundary condition (BC) within SRH-2D to model an overflow weir near a bridge structure. The Simulations tutorial
NONUNIFORM FLOW AND PROFILES. Nonuniform flow varies in depth along the channel reach. Figure 1 Nonuniform Flow
Nonuniorm Flow and Proiles Page 1 NONUNIFORM FLOW AND PROFILES Nonuniorm Flow Nonuniorm low varies in depth along the channel reach. Figure 1 Nonuniorm Flow Most lows are nonuniorm because Most channels
PRACTICAL UNIT 1 exercise task
Practical Unit 1 1 1 PRACTICAL UNIT 1 exercise task Developing a hydraulic model with HEC RAS using schematic river geometry data In the course of practical unit 1 we prepare the input for the execution
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...
Watershed Analysis with the Hydrologic Engineering Center s River Analysis System (HEC-RAS)
Watershed Analysis with the Hydrologic Engineering Center s River Analysis System (HEC-RAS) by Christopher R. Goodell and Gary W. Brunner PURPOSE: The objectives of this document are to provide a general
INTRODUCTION TO HEC-RAS
INTRODUCTION TO HEC-RAS HEC- RAS stands for Hydrologic Engineering Center s River Analysis System By U.S. Army Corps of Engineers One dimensional analysis of : 1. Steady flow 2. Unsteady flow 3. Sediment
Objectives Divide a single watershed into multiple sub-basins, and define routing between sub-basins.
v. 11.0 HEC-HMS WMS 11.0 Tutorial HEC-HMS Learn how to create multiple sub-basins using HEC-HMS Objectives Divide a single watershed into multiple sub-basins, and define routing between sub-basins. Prerequisite
Hydrologic Modeling System HEC-HMS
US Army Corps of Engineers Hydrologic Engineering Center Hydrologic Modeling System HEC-HMS Release Notes Version 2.1.2 June 2001 Approved for Public Release Distribution Unlimited Introduction Installation
Linear Routing: Floodrouting. HEC-RAS Introduction. Brays Bayou. Uniform Open Channel Flow. v = 1 n R2/3. S S.I. units
Linear Routing: Floodrouting HEC-RAS Introduction Shirley Clark Penn State Harrisburg Robert Pitt University of Alabama April 26, 2004 Two (2) types of floodrouting of a hydrograph Linear Muskingum Reservoir
HEC-RAS 3.0 January, 2001 Release Notes
HEC-RAS 3.0 January, 2001 Release Notes A new version of HEC-RAS (3.0) has been released with significant new features over the previous version (2.21). Version 3.0 includes unsteady flow routing capabilities,
This tutorial introduces the HEC-RAS model and how it can be used to generate files for use with the HEC-RAS software.
v. 12.3 SMS 12.3 Tutorial Objectives This tutorial introduces the model and how it can be used to generate files for use with the software. Prerequisites Overview Tutorial Requirements 5.0 Mesh Module
CEE3430 Engineering Hydrology
CEE3430 Engineering Hydrology Homework 8. Step by Step Guidance for using HEC HMS to solve homework problems 1. Solve Part 1, problem 3 above using HEC-HMS. The standard lag referred to in the inputs (and
Application Description
USER S GUIDE FOR SDB GUI (SDB-J) Modifications by Janice Sylvestre Based on NWS Document THE NWS SIMPLIFIED DAM-BREAK FLOOD FORECASTING MODEL 1 By Danny L. Fread, Janice M. Lewis, and Stephen M. Wiele
v. 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
PACIFIC 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,
MODRET VERSION 6.0 FOR WINDOWS 95. Setup Hydrograph Infiltration Routing Graphic Windows ReadMe
MODRET VERSION 6.0 FOR WINDOWS 95 EXPLANATIONS FOR MENU COMMAND OPTIONS FIRST SCREEN PROMPT Setup Hydrograph Infiltration Routing Graphic Windows ReadMe Select one of these options using the mouse and
OPEN CHANNEL FLOW. An Introduction. -
OPEN CHANNEL FLOW An Introduction http://tsaad.utsi.edu - tsaad@utsi.edu OUTLINE General characteristics Surface Waves & Froude Number Effects Types of Channel flows The Hydraulic Jump Conclusion General
River Analysis System HEC-RAS
Hydrologic Engineering Center River Analysis System HEC-RAS Release Notes Version 4.0.0 March 2008 Approved for Public Release Distribution Unlimited 1 Introduction Version 4.0.0 of the River Analysis
5. TxDOT Hydrology Extension System Operation
5. TxDOT Hydrology Extension System Operation 5.1 System Requirement The TxDOT Hydrology Extension is an ArcView Extension written in the Avenue script used in the ArcView environment. All contents of
H y d r o C A D. Owner's Manual
H y d r o C A D Stormwater Modeling System Version 8 Owner's Manual Copyright 2006 HydroCAD Software Solutions LLC. All rights reserved. HydroCAD is a registered trademark of HydroCAD Software Solutions
SMS v Culvert Structures. SRH-2D Tutorial. Prerequisites. Requirements. Time. Objectives
SMS v. 12.0 SRH-2D Tutorial Objectives This tutorial demonstrates the process of modeling culverts in SRH-2D. The Working with Simulations tutorial should have been completed before attempting this one.
HEC-22 Inlets in INFOSWMM and H2OMAP SWMM v12
HEC-22 Inlets in INFOSWMM and H2OMAP SWMM v12 Table of Contents How the Inlet and Overland Junctions are Defined 3 Why Would You Use the HEC-22 Inlets Option? 4 Types of Inlets 5 Nodes in InfoSWMM and
Steady Flow Water Surface Profile Computation Using HEC-RAS
Steady Flow Water Surface Profile Computation Using HEC-RAS Objectives The objective of the course is to enable the participants to perform water surface profile computations using computer program HEC-RAS
ENV3104 Hydraulics II 2017 Assignment 1. Gradually Varied Flow Profiles and Numerical Solution of the Kinematic Equations:
ENV3104 Hydraulics II 2017 Assignment 1 Assignment 1 Gradually Varied Flow Profiles and Numerical Solution of the Kinematic Equations: Examiner: Jahangir Alam Due Date: 27 Apr 2017 Weighting: 1% Objectives
Coastal and Hydraulics Laboratory
ERDC/CHL TR-14-11 System-Wide Water Resources Program (SWWRP) Modeling Subsurface Storm and Tile Drain Systems in GSSHA with SUPERLINK Charles W. Downer, Nawa Raj Pradhan, and Aaron R. Byrd September 2014
Connecting 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
HEC-RAS River Analysis System
HEC-RAS River Analysis System Version 5.0.7 March 2019 Approved for Public Release. Distribution Unlimited. Introduction Version 5.0.7 of the River Analysis System (HEC-RAS) is now available. This Version
TUFLOW Urban Flood Models. Introduction. TUFLOW UK 2011 User Group Workshops. Phillip Ryan, Modelling Pipe Networks
TUFLOW 2011 Modelling Pipe Networks Urban Flood Models 2 Introduction TUFLOW Pipe Networks Culverts Pits (Drains) Manholes / Junctions Linking to ISIS Tips and Tricks 3 1 Pipe Network Elements Lines or
River Analysis System HEC-RAS
Hydrologic Engineering Center River Analysis System HEC-RAS Release Notes Version 5.0.2 August 2016 Approved for Public Release Distribution Unlimited 1 Introduction Version 5.0.2 of the River Analysis
v Prerequisite Tutorials GSSHA Modeling Basics Stream Flow GSSHA WMS Basics Creating Feature Objects and Mapping their Attributes to the 2D Grid
v. 10.1 WMS 10.1 Tutorial GSSHA Modeling Basics Developing a GSSHA Model Using the Hydrologic Modeling Wizard in WMS Learn how to setup a basic GSSHA model using the hydrologic modeling wizard Objectives
Flood Inundation Mapping using HEC-RAS
Flood Inundation Mapping using HEC-RAS Goodell, C. 1 ; Warren, C. 2 WEST Consultants, 2601 25 th St SE, Suite 450, Salem, OR 97302. Abstract Flood inundation mapping is an important tool for municipal
MEMORANDUM. 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,
This tutorial shows how to build a Sedimentation and River Hydraulics Two-Dimensional (SRH-2D) simulation. Requirements
v. 13.0 SMS 13.0 Tutorial Objectives This tutorial shows how to build a Sedimentation and River Hydraulics Two-Dimensional () simulation. Prerequisites SMS Overview tutorial Requirements Model Map Module
Classwork 5 Using HEC-RAS for computing water surface profiles
Classwork 5 Using HEC-RAS for computing water surface profiles (in collaboration with Dr. Ing. Luca Milanesi) Why classwork 5? This lecture will give us the possibility to make our first acquaintance with
Hydrologic 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),
2D 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
Appendix 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
WMS 9.1 Tutorial GSSHA Modeling Basics Stream Flow Integrate stream flow with your GSSHA overland flow model
v. 9.1 WMS 9.1 Tutorial Integrate stream flow with your GSSHA overland flow model Objectives Learn how to add hydraulic channel routing to your GSSHA model and how to define channel properties. Learn how
v SMS 11.1 Tutorial SRH-2D Prerequisites None Time minutes Requirements Map Module Mesh Module Scatter Module Generic Model SRH-2D
v. 11.1 SMS 11.1 Tutorial SRH-2D Objectives This lesson will teach you how to prepare an unstructured mesh, run the SRH-2D numerical engine and view the results all within SMS. You will start by reading
Urban 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
Module 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)
Comparing HEC-RAS v5.0 2-D Results with Verification Datasets
Comparing HEC-RAS v5.0 2-D Results with Verification Datasets Tom Molls 1, Gary Brunner 2, & Alejandro Sanchez 2 1. David Ford Consulting Engineers, Inc., Sacramento, CA 2. USACE Hydrologic Engineering
v SMS Tutorials SRH-2D Prerequisites Requirements SRH-2D Model Map Module Mesh Module Data files Time
v. 11.2 SMS 11.2 Tutorial Objectives This tutorial shows how to build a Sedimentation and River Hydraulics Two-Dimensional () simulation using SMS version 11.2 or later. Prerequisites SMS Overview tutorial
Section 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
WMS 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
Floodplain Engineering
Floodplain Engineering by David E. Fantina, PE Introduction: This course presents a discussion of the modeling procedure for flood profiling. The most commonly used software for flood profiling is the
Evolution 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
Tutorial 1. Introduction to Using FLUENT: Fluid Flow and Heat Transfer in a Mixing Elbow
Tutorial 1. Introduction to Using FLUENT: Fluid Flow and Heat Transfer in a Mixing Elbow Introduction This tutorial illustrates the setup and solution of the two-dimensional turbulent fluid flow and heat
TUFLOW 1D/2D SURFACE WATER MODELING SYSTEM. 1 Introduction. 2 Background Data
SURFACE WATER MODELING SYSTEM TUFLOW 1D/2D 1 Introduction This tutorial describes the generation of a 1D TUFLOW project using the SMS interface. It is recommended that the TUFLOW 2D tutorial be done before
Travel Time and Time of Concentration
Methods in Stormwater Management Using HydroCAD ravel ime and ime of Concentration H05 ravel ime.pdf 1 opics 1. ime of Concentration Definition 2. Segmental Flow 3. Sheet Flow 4. Concentrated Flow 5. Channel
v TUFLOW 1D/2D SMS 11.2 Tutorial Time minutes Prerequisites TUFLOW 2D Tutorial
v. 11.2 SMS 11.2 Tutorial Objectives This tutorial describes the generation of a 1D TUFLOW project using the SMS interface. It is strongly recommended that the TUFLOW 2D tutorial be completed before doing
Advanced 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
HEC-RAS River Analysis System
HEC-RAS River Analysis System Supplemental to HEC-RAS Version 5.0 User's Manual Version 5.0.4 April 2018 Approved for Public Release. Distribution Unlimited. CPD-68d REPORT DOCUMENTATION PAGE Form Approved
v. 8.4 Prerequisite Tutorials Watershed Modeling Advanced DEM Delineation Techniques Time minutes
v. 8.4 WMS 8.4 Tutorial Modeling Orange County Rational Method GIS Learn how to define a rational method hydrologic model for Orange County (California) from GIS data Objectives This tutorial shows you
Watershed Modeling With DEMs: The Rest of the Story
Watershed Modeling With DEMs: The Rest of the Story Lesson 7 7-1 DEM Delineation: The Rest of the Story DEM Fill for some cases when merging DEMs Delineate Basins Wizard Smoothing boundaries Representing
Introduction 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: