DDMSW 5.6.0 Tutorial Documents & Related Project Files
For the most recent version release of the software (DDMSW 5.6.0, Release Date: September 18, 2018), twenty-three tutorial materials are available, which is five more tutorial documents than the previous version (DDMSW 5.3.0, Release Date: July 6, 2016) of the software. Brief overview and descriptions of these tutorial materials are provided below. Individual access of these tutorials and their related project files can be made on individual tutorial pages.
- New HEC-1 Model
- New HEC-1 Model using GIS Shapefiles
- New Project Using Rational Method
- NSTPS Values for Channel Routing
- HEC-1 Stand-Alone Input File
- Customizing HEC-RAS Table
- HEC-1 Model with Custom Storm Event
- HEC-1 Routing Data Using GIS
- Impact of Land Use Changes
- Analysis for Bank Protection
- Analysis for Bridge Piers
- Sediment Yield Analysis
- Riprap Sizing Analysis
- Lateral Erosion Analysis
- Launch-Able Riprap Design Analysis
- HGL Evaluation
- Street Drainage System Hydraulic Analysis
- STORMPRO Backwater Modeling
- HEC-18 Abutment Scour
- HEC-18 Guide Bank Scour
- HEC-18 Pressure Flow Scour
- HEC-18 Pier Influence Zone
- HEC-1 Model and Update Losses
Developing a New HEC-1 Model
About the Tutorial
This tutorial includes important guides in the use of DDMSW such as accessing helpful documents from the Help menu, setting and updating project defaults, setting the paths for saving model input and output files, and how model data is created and established. Model development involves the establishment of the following datasets, which are entered manually: (a) rainfall; (b) soils; (c) land use; (d) sub-basins; (e) routing reaches; (f) diversions; (g) storage facilities, and (h) flow data. The procedure also includes the development of the model network that defines the relationship of the different hydrologic elements (sub-basins, routing reaches, diversions, storage facilities, and direct flow data) in the model. DDMSW builds the HEC-1 models for the six standard return periods hard-coded in the program (2-year, 5-year, 10-year, 25-year, 50-year, and 100-year) and generates the flow hydrographs and peak flows associated with those return periods.
Data Sets
Model development involves the establishment of the following data sets, which are entered manually:
- Diversions
- Flow Data
- Land Use
- Rainfall
- Routing Reaches
- Soils
- Storage Facilities
- Sub-Basins
Procedure
The procedure also includes the development of the model network that defines the relationship of the different hydrologic elements (including sub-basins, routing reaches, diversions, storage facilities, and direct flow data) in the model. DDMSW builds the HEC-1 models for the six standard return periods hard-coded in the program (2-year, 5-year, 10-year, 25-year, 50-year, and 100-year) and generates the flow hydrographs and peak flows associated with those return periods.
Related Documents and Files
Developing a New HEC-1 Model Using GIS Shapefiles
About the Tutorial
This tutorial illustrates the development of a HEC-1 model using shapefile datasets from GIS. The datasets include rainfall, sub-basins, soils, land use, flow paths (L, Lca, or Tc), and routes. The procedure includes a guide in customizing the data fields for each dataset such as names, data types, and data lengths. DDMSW evaluates and compiles the model parameters from these shapefile datasets and create a HEC-1 model based on the model network created by the user. DDMSW creates six (6) models for six standard return intervals hardcoded in the program, namely, 2-year, 5-year 10-year, 25-year, 50-year and 100-year storm events.
Data Sets
The data sets include:
- Flow Paths (L, Lca, or Tc)
- Land Use
- Rainfall
- Routes
- Soils
- Sub-Basins
Procedure
The procedure includes a guide in customizing the data fields for each data set such as names, data types, and data lengths. DDMSW evaluates and compiles the model parameters from these shapefile datasets and creates a HEC-1 model based on the model network created by the user. DDMSW creates six (6) models for six standard return intervals hard-coded in the program, namely the following storm events:
- 2-Year
- 5-Year
- 10-Year
- 25-Year
- 50-Year
- 100-Year
Related Documents and Files
Developing a New Project Using Rational Method
About the Tutorial
This tutorial was developed to guide users in developing a hydrology model using the Rational Method. By following the procedure outlined, one should become familiar with the approach with the ultimate objective of implementing the procedure to developing a much larger hydrology model using the Drainage Design Management System for Windows program.
Related Documents and Files
Updating NSTPS Values for Channel Routing
About the Tutorial
This tutorial was developed to guide users in evaluating the NSTPS parameter (HEC-1 RS card's first field) for channel flow routing in HEC-1 using the Drainage Design Management System for Windows (DDMSW) program.
The input data file is an existing HEC-1 input file where normal-depth storage routing methodology is used. The implemented tool within the DDMSW program creates an updated HEC-1 input file that includes a refined set of NSTPS values updated from two successive model runs.
Related Documents and Files
Importing HEC-1 Stand-Alone Input File
About the Tutorial
This tutorial outlines the approach for importing an existing HEC-1 model input file with the goal to use the reporting and graphing features of the Drainage Design Management System for Windows (DDMSW) program.
The HEC-1 model parameters in the resulting DDMSW project cannot be updated because the supporting land use, soils, sub-basin and network data sets are not included during the import. The resulting model can only be run for one storm event - the specific storm event that was defined in the original HEC-1 input file.
See Tutorial #23 (only for DDMSW 5.6.0) on “Import HEC-1 Model and Update Losses” for procedural guide on updating model loss parameters when supporting project datasets are available.
Related Documents and Files
Customizing HEC-RAS Table for DDMSW
About the Tutorial
This tutorial outlines the procedure in customizing a HEC-RAS table identifying which hydraulic parameters are to be included in the table and the order they are created.
HEC-RAS can save the custom format defined by the user so that it serves as a template that can be accessed and used for future projects. The imported data can be used for river mechanics analysis that includes scour, sediment yield, riprap sizing, and launch-able riprap.
Related Documents and Files
Developing a HEC-1 Model With Custom Storm Event
About the Tutorial
This tutorial outlines the method for creating a Project with Custom Storm Event.
The procedure for creating a Custom Storm Event project is the same as developing a HEC-1 project using the S-Graph. The only difference is that the rainfall uses a custom distribution and the rainfall event is not necessarily associated with any return period. The procedure allows the user to enter the Rainfall Distribution to use in the analysis as well as the total storm depth. The procedure applies only to the S-Graph and not to the Clark UH Method.
Related Documents and Files
Developing HEC-1 Routing Data Using GIS
About the Tutorial
This tutorial outlines the method of creating the routes dataset (i.e., Routes.shp) within GIS to assemble the data involving three (3) routing methods used by HEC-1 namely, Normal Depth, Muskingum-Cunge, and Kinematic Wave. This approach is to replace the manual data entries.
Related Documents and Files
Project to Evaluate Impact of Land Use Changes
About the Tutorial
This tutorial provides a working example to evaluate the impact of changes in land use data on model results. Two models are developed in this tutorial. The first model is developed from GIS data sets, while the second model is developed manually.
Related Documents and Files
Total Scour Analysis for Bank Protection
About the Tutorial
This tutorial provides a step-by-step procedure in evaluating the total scour to provide toe-down protection for bank structures.
Procedure
The procedure involves the consideration of six (6) scour components that includes the following:
- Bed-Form
- Bend Scour
- General Scour
- Local Scour
- Long-Term Scour
- Low-Flow
The procedure also demonstrates the use of appropriate safety factors.
Related Documents and Files
Total Scour Analysis for Bridge Piers
About the Tutorial
This tutorial provides a step-by-step procedure in determining the total scour for bridge piers.
Procedure
The procedure involves the consideration of six (6) scour components that includes the following:
- Bed-Form
- Bend Scour
- General Scour
- Local Scour
- Long-Term Scour
- Low-Flow
The procedure also demonstrates the use of appropriate safety factors.
Related Documents and Files
Sediment Yield Analysis
About the Tutorial
This tutorial outlines the procedure in evaluating the sediment yield for estimating sediment volume that impacts the design capacity of storage basins and for determining the frequency of basin maintenance to restore its capacity to its design level.
Related Documents and Files
Lateral Erosion Analysis
About the Tutorial
This tutorial provides a step-by-step procedure in defining and evaluating the extent of the lateral erosion corridor (or erosion setback) from defined floodways. The analysis is aimed at providing protection to properties and the public from potential flood encroachments caused by lateral bank erosion.
Related Documents and Files
Launch-Able Riprap Design Analysis
About the Tutorial
This tutorial provides a step-by-step procedure for evaluating a launch-able riprap design for toe-protection of river banks or banks of waterways. The program has the capability to import scour values and riprap size analysis results to be used for the design analysis.
Related Documents and Files
HGL Evaluation of Storm Drainage System
About the Tutorial
This tutorial provides a step-by-step procedure for developing and solving a storm drainage system using STORMPRO in DDMSW. The problem that is modeled in this tutorial, Design Example 4.6, was taken from the District's Drainage Design Hydraulics Manual (2013).
Related Documents and Files
Street Drainage System Hydraulic Analysis
About the Tutorial
This tutorial was developed to showcase the capability of the Street Drainage Hydraulics module within DDMSW.
Important feature elements of the tutorial include:
- Hydrologic model development for the Rational Method from GIS shapefiles
- Model network development for the Rational Method
- Hydraulic analysis of catch basin inlets using the street drainage network model
- Hydraulic grade line (HGL) evaluation of the conveyance facilities using STORMPRO backwater model
Related Documents and Files
STORMPRO Backwater Modeling
About the Tutorial
This tutorial provides a working example in the use of the STORMPRO Backwater Model which evaluates the hydraulic grade line (HGL) of a simple drainage system using the evaluated peak flows from the Developing a New Project Using Rational Method Tutorial. This tutorial takes off where the Developing a New Project Using Rational Method Tutorial was concluded.
Related Documents and Files
HEC-18 Abutment Scour
About the Tutorial
This tutorial provides a step-by-step procedure on how abutment scour depth is calculated based on the 2012 FHWA publication of HEC-18. The method, which was recently added in DDMSW 5.6.0, employs a criterion in distinguishing a live-bed condition from a clear-water condition, and thus employing the appropriate approach to evaluate the scour depth. This tutorial is on
Related Documents and Files
HEC-18 Guide Bank Scour
About the Tutorial
This tutorial provides a step-by-step procedure on how guide bank scour depth is calculated based on the 2012 FHWA publication of HEC-18. The method, which was not available in DDMSW 5.3.0 but recently added in DDMSW 5.6.0, offers two options in evaluating the depth of scour: live-bed condition or clear water condition. By providing the input data required, the program automatically selects which appropriate method is used.
Related Documents and Files
HEC-18 Pressure Flow Scour
About the Tutorial
This tutorial provides a step-by-step procedure on how scour depth from pressure flow is calculated based on the 2012 FHWA publication of HEC-18. The evaluation of pressure flow scour for a bridge under inundation conditions is based on two stream scenarios: live-bed condition or clear-water condition. This method was not available in DDMSW 5.3.0 but has recently been added in DDMSW 5.6.0.
Related Documents and Files
HEC-18 Pier Influence Zone Scour Depth Calculation
About the Tutorial
This tutorial provides a step-by-step procedure on how scour depth is calculated in the pier-influence zone based on the 2012 FHWA publication of HEC-18. Pier-influence zone is defined as the top width of a pier’s local scour hole involving cohensionless bed materials. This method was not available in DDMSW 5.3.0 but has recently been added in DDMSW 5.6.0. This method was not available in DDMSW 5.3.0 but has recently been added in DDMSW 5.6.0.
Related Documents and Files
Import HEC-1 Model and Update Losses
About the Tutorial
This tutorial provides a step-by-step procedure in updating infiltration losses for an imported HEC-1 Model file by using shapefiles. The tutorial comes with a working example comprising of a HEC-1 model file and relevant shapefiles.
Related Documents and Files
Related Tutorials
Additionally, a relevant tutorial document to aid users on preparing data sets for use by DDMSW is provided below:
How to Prepare ESRI Shape Files
A step-by-step tutorial on how DDMSW-related shapefiles from scratch are prepared. The document also showcases other useful ESRI tools.
Download the PDF