
Effective wastewater systems are crucial for public health and the sustainable development of communities worldwide. This introductory lecture sets the foundation for understanding the role of SewerCAD in optimizing sanitary sewer networks, covering scenarios from designing new systems to upgrading existing infrastructure.
By integrating SewerCAD directly within popular civil design platforms such as OpenRoads, MicroStation, or AutoCAD, engineers and designers can streamline their workflows and avoid common data transfer errors. This approach enhances the ability to detect issues early, such as inflow and infiltration or blockages, ensuring uninterrupted wastewater collection and treatment services.
The lecture also highlights a real-world case study from Kuala Lumpur, Malaysia, demonstrating how SewerCAD was employed to simulate hydraulic conditions, assess current system capacity, and support planning decisions under future growth demands contributed by development projects.
Key topics covered in this lecture:
Importance of wastewater system functionality for public health and development
Capabilities of SewerCAD in sewer system design and analysis
Integration of hydraulic modeling within civil design software
Identification of system issues like blockages and inflow/infiltration
Automated design features to optimize pipe sizing and cost efficiency
Case study on sewer capacity evaluation in Kuala Lumpur
Benefits of scenario management for planning and operational decisions
Practical value for sanitary sewer modeling:
Learn how to improve workflow efficiency by using SewerCAD within existing civil software environments
Gain insights into identifying and resolving hydraulic challenges in wastewater networks
Understand strategies for master planning and capacity evaluation to support infrastructure growth
Explore the use of automated design to minimize capital investments
By the end of this lecture, learners will have a clear overview of how SewerCAD supports sanitary sewer system modeling, enabling them to use the software effectively for both maintenance and expansion projects to ensure resilient wastewater infrastructure.
Welcome to the introductory lecture of the SewerGEMS sanitary sewer modeling course. This session provides an overview of Bentley OpenFlow's SewerGEMS software, highlighting its purpose and capabilities in urban sanitary and combined sewer system modeling.
You will learn how SewerGEMS streamlines the modeling process by integrating design, operation, and analysis tools into a user-friendly environment. The software's flexibility allows users to build and manage sewer models efficiently across various platforms and data sources.
This lecture sets the foundation for understanding how SewerGEMS supports hydraulic and hydrologic analyses, dry and wet weather flow calculations, and advanced 1D/2D flood modeling within a cohesive workflow.
Key topics covered in this lecture:
Introduction to SewerGEMS and its role in urban sewer modeling
Capabilities for design and operation of sanitary and combined sewer systems
Integration of hydraulic and hydrologic analysis features
Use of multiple platform compatibility and shared data sources
Leveraging geospatial data and database connections
Scenario configuration and comparison within a single project file
Benefits for designers, engineers, and project managers
Practical value for sanitary sewer modeling:
Streamlines the process of building and editing sewer system models
Facilitates informed decision-making through scenario evaluation
Supports real-time analysis and visualization across platforms
Improves modeling accuracy with dynamic 1D and 2D hydraulic tools
After this lecture, learners will understand the core purpose, software environment, and workflow benefits of SewerGEMS, preparing them to dive deeper into sanitary sewer modeling techniques throughout the course.
In this lecture, you will learn how to get started with the SewerGEMS workspace by accessing essential resources and setting up your environment for modeling sanitary sewer systems. The session guides you through the initial steps of launching SewerGEMS and opening the lesson files included in the software installation.
You will explore how to locate the Quick Start Sessions PDF that provides an overview of the software and links to lessons 1 through 8, designed to foster your foundational knowledge. Additionally, the lecture covers navigating to the Lessons folder within the Bentley SewerGEMS directory, where you can access practical files to follow along with the course.
Attention is given to how to open the lesson files, view the software interface, and proceed through the study materials effectively. This practical walkthrough ensures you know how to begin your SewerGEMS experience smoothly and confidently.
Key topics covered:
Accessing the Quick Start Sessions PDF overview
Locating and using the Lessons folder in the installed directory
Opening lesson project files within SewerGEMS
Familiarizing with the SewerGEMS interface on file launch
Steps to review and practice lesson content
Practical value for sewer modeling:
Provides a structured approach to begin SewerGEMS modeling projects
Facilitates practical learning through guided lessons and files
Helps build confidence navigating the software workspace
Supports understanding of digital twin workflows in sanitary sewer systems
By the end of this lecture, learners will be able to confidently access and open lesson materials and projects in SewerGEMS, laying a solid foundation for successful sanitary sewer modeling throughout the course.
This lecture continues from the previous session by providing a detailed overview of the SewerGEMS user interface and navigation tools. You will learn how to efficiently use the main workspace elements, including file management options such as creating, opening, saving, and importing files.
The session covers the customization of toolbars and explores the various menu tabs available in SewerGEMS. You will get familiar with key settings like global preferences, hydraulic options, drawing scales, labeling, and project-specific parameters to streamline your workflow.
Additionally, you will understand how to use navigation controls effectively, including zooming, panning, and selecting components within the interface to better manage your sanitary sewer modeling tasks.
Key topics covered in this lecture:
File operations: new, open, save, import, and export formats
Customizing Quick Access toolbar and tool settings
Overview of menu tabs: Calculation, Drawing, Layout, Analysis, Components, and Reporting
Using search function to find commands efficiently
Navigation tools: zoom, pan, selection, and mouse controls
Accessing and modifying properties of components
Understanding interface elements like graphs, profiles, flex tables, and cloud services
Practical value in sanitary sewer modeling:
Enhances productivity by mastering interface navigation
Improves project setup with correct file and project management
Facilitates precise model control and component selection
Supports effective data import/export and integration
Enables smooth workflow adaptability with customizable settings
By the end of this lecture, you will be comfortable navigating through SewerGEMS’ interface, locating essential tools and commands easily, and managing your project files efficiently. This foundational knowledge equips you to work confidently and productively on sanitary sewer modeling projects.
This lecture introduces a practical exercise using Bentley SewerGEMS, focusing on analyzing a commercial development's sanitary sewer system under different conditions. You'll begin by setting up a gravity sewer model based on initial average dry weather loading and then proceed to examine the system’s performance under peak flow scenarios.
The session highlights the required network layout, input data including manhole and outfall tables, and emphasizes the importance of precise elevation data entry for accurate modeling. The conduits' dimensions and lengths are initially standardized for this setup.
Additionally, you will get an overview of different numerical solvers available in SewerGEMS. These solvers include implicit and explicit dynamic wave methods, as well as GVF convex and GVF rational approaches, each suited to specific types of sewer systems and simulation needs.
Key topics covered in this lecture:
Setup of gravity sewer model for a commercial development
Inputting outfall and manhole data with attention to elevation precision
Overview of conduit sizing and layout parameters
Explanation of SewerGEMS numerical solvers: implicit, explicit, GVF convex, and GVF rational
Applications of each solver type and their appropriate use cases
Preparations for creating scenarios with peaking factors
Practical value for sanitary sewer modeling:
Learn to prepare and organize critical input data for realistic sewer models
Understand the selection and applicability of different sewer flow solvers
Develop skills to evaluate system performance under fluctuating flow conditions
Build foundational knowledge for extended modeling exercises in SewerGEMS
By the end of this lecture, you will be equipped to initiate a gravity sewer model in SewerGEMS, understand the role of various numerical solvers, and prepare the model for performance analysis under various load scenarios.
This lecture introduces the initial steps to creating a hydraulic model in SewerGEMS, specifically focusing on sanitary gravity sewers. You will learn how to start a new model from the Start menu or Desktop shortcut and properly save your work under the appropriate file name.
Next, the lecture guides you through configuring essential analysis settings, including selecting the GVF Convex Solver as the active numerical solver, which is crucial for accurately modeling gravity sewer flows.
This foundational setup ensures your model is ready to run simulations aligned with real-world sanitary sewer scenarios in later sessions.
Key topics covered:
Starting a new hydraulic model in SewerGEMS
Saving the model file with a descriptive name
Configuring analysis options
Selecting the GVF Convex Solver as the active solver
Handling initial dialog prompts and project association
Understanding model tracking options
Practical value in sanitary sewer modeling:
Establishing an accurate base configuration for gravity sewer modeling
Ensuring correct solver selection for realistic flow analysis
Setting up your model project correctly from the start to avoid errors
Preparing the model to simulate complex sanitary sewer network flows
By the end of this lecture, you will have successfully created and configured a new sanitary sewer hydraulic model with the GVF Convex Solver active, providing the foundation for further modeling and simulation in subsequent lessons.
In this lesson, you will learn how to define pipe properties for your sanitary sewer model using the Conduit Catalog in SewerGEMS. Setting up the conduit properties is an essential step to ensure accurate hydraulic modeling and consistency throughout your project.
You will begin by accessing the Components Catalog and then opening the Conduit Catalog dialog. From there, you'll synchronize options to import pipe data from the Engineering Library, which makes it easy to integrate standard pipe specifications into your model.
This process includes selecting the appropriate pipe type and sizes that match the project requirements, focusing specifically on circular concrete pipes in this case. Properly assigning these properties ensures that the hydraulic behavior of pipes in your model reflects real-world conditions.
Key topics covered in this lecture:
Accessing the Components Catalog and Conduit Catalog
Synchronizing and importing from the Engineering Library
Selecting circular concrete pipe types and sizes
Verifying available pipe sizes in the Conduit Catalog
Saving your progress regularly during modeling
Practical value in sanitary sewer modeling:
Ensures realistic and consistent pipe property definitions in the model
Simplifies the use of standardized libraries for pipe materials and sizes
Facilitates accuracy in hydraulic simulations by using proper conduit data
Empowers efficient project workflow by leveraging SewerGEMS catalog features
By the end of this lecture, you will be able to configure default pipe properties for your gravity sewer model using the Conduit Catalog. This foundational step will help you build a more reliable and accurate sanitary sewer simulation in SewerGEMS.
In this lesson, you will learn how to configure drawing and layout settings to prepare your hydraulic model environment in SewerGEMS. Adjusting these settings will help streamline the modeling process by creating a clean and organized workspace for your sewer network.
You will start by changing the drawing mode to schematic, which involves manual entry of pipeline lengths rather than using scaled distances. Next, the lesson covers setting up prototypes to define default and recurring values for new elements, reducing repetitive data entry.
This approach allows you to efficiently manage common attributes for pipes, such as material type and size, ensuring consistency across your model and saving time in setup.
Key topics covered in this lecture:
Accessing and modifying drawing options in SewerGEMS
Switching the drawing mode to schematic for manual pipeline entry
Understanding the implications of schematic mode on pipeline input
Creating and configuring conduit prototypes with default values
Utilizing prototypes to standardize pipe characteristics like material and size
Saving and managing prototype settings
Practical value in sanitary sewer modeling:
Simplifies data entry by setting default pipe properties for recurring elements
Ensures model accuracy through consistent use of pipe specifications
Enhances workflow efficiency by reducing repetitive setup tasks
Prepares the model environment for laying out a comprehensive sewer network
By the end of this lecture, you will be able to configure your drawing environment with schematic mode and establish reusable prototypes for your network elements. This foundation will accelerate your sewer modeling workflow and improve data consistency for subsequent network design steps.
In this lecture, you will learn how to create the sewer network layout in SewerGEMS, which is a crucial step after setting up the hydraulic model.
The focus is on placing pipelines and ensuring that the network labeling and numbering correspond exactly to the schematic drawing provided at the start of the exercise.
Although the schematic drawing is not to scale and coordinate positions are not critical, adhering to the naming conventions is essential for accurate data entry later in the modeling process.
Key topics covered in this lecture:
Using the Layout tool to create pipeline structures
Matching labels and numbering to the schematic diagram
Understanding the importance of naming conventions in the model
Adjusting labels using the Selection tool
Following a workflow to ensure a consistent sewer network setup
Practical value for sewer modeling:
Building a clear and accurate sewer network structure
Facilitating correct data input later in the modeling process
Establishing a foundation for effective simulation and analysis
Ensuring consistency with project documentation and design diagrams
By the end of this lecture, you will be able to lay out the sewer network pipelines in SewerGEMS correctly, using the appropriate tools and conventions, which sets the stage for entering system data and running simulations in subsequent sessions.
This lecture focuses on entering critical system data and setting boundary conditions in your sanitary sewer model using SewerGEMS. Beginning with the outfall node, you'll learn how to input essential parameters through the Properties Manager for individual elements.
To streamline this data entry process, you will also explore the use of Flex Tables, which facilitate faster, tabular input of multiple fields. The session guides you through duplicating existing tables and customizing them with relevant hydraulic and geometric fields specific to your model.
You will manage data on manholes and conduits, entering invert and ground elevations as well as conduit diameters and lengths. Special attention is given to ensuring that edits apply only within the current hydraulic model by creating tables in the suitable category.
Key topics covered in this lecture:
Entering data for sanitary sewer elements using the Properties Manager
Opening and customizing Flex Tables for hydraulic model data
Duplicating and editing manhole and conduit tables
Adding and selecting appropriate elevation and length fields
Using global edits to efficiently set conduit lengths
Reviewing and renaming custom Flex Tables for clarity
Practical value in sanitary sewer modeling:
Simplifies data input, saving time in model setup
Ensures accuracy of system elevations and conduit specifications
Supports focused adjustments specific to the current hydraulic model
Improves model reliability before running simulations
By the end of this lecture, you will be proficient at entering and managing detailed system data and boundary conditions in SewerGEMS. This skill is fundamental to building an accurate and functional hydraulic model, enabling reliable flow simulations and analysis for real-world sewer system scenarios.
This lecture focuses on applying manhole loading conditions within a sanitary sewer hydraulic model using SewerGEMS. You'll start by defining unit loads for different sanitary load types essential for accurate simulation of real flow contributions at various manholes.
The process involves importing specific unit loads from the Engineering Library into the model's sanitary dry weather loads catalog. This setup ensures that the correct loading values, such as commercial office and hotel usage, are available for assignment in the model.
Following the unit load setup, you'll learn how to efficiently enter sanitary loads for multiple manholes using the Sanitary Load Control Center. This tool streamlines the process by allowing batch entry of loads rather than manually inputting them one by one. Additionally, the lecture covers assigning peaking factor methods relevant to different loading scenarios, enhancing the model's realism in simulating flow variations.
Key topics covered in this lecture:
Definition and import of unit sanitary loads from Engineering Library
Use of the Unit Sanitary Dry Weather Loads manager
Entering sanitary loads individually and via the Sanitary Load Control Center
Initialization of unit loads in the control center
Assigning peaking factors for flow scenarios
Managing load data columns and ensuring data accuracy
Saving and maintaining the hydraulic model file
Practical value in sanitary sewer modeling:
Enables realistic simulation of flow contributions from different sanitary load sources
Streamlines the input process for large network models through control center features
Improves flow analysis accuracy by applying peaking factors for varying load conditions
Supports model maintenance by efficiently managing and updating load data
By the end of this lecture, you will understand how to apply and manage manhole loading conditions in SewerGEMS, equipping you to create more accurate and functional sanitary sewer simulations.
This lecture guides you through the process of creating new scenarios in SewerGEMS to analyze different sanitary sewer conditions effectively. You will learn how to use the Scenarios Manager to create, rename, and manage scenarios for precise simulation control.
Detailed instructions explain how to work with the Calculation Options Manager to set calculation parameters tailored to the scenario's flow conditions.
By the end of the lecture, you will understand how to configure scenarios and calculations to simulate Average Day flows accurately, essential for realistic model analysis.
Key topics covered in this lesson
Creating and renaming new scenarios in the Scenarios Manager
Understanding the setup of alternative scenarios based on base conditions
Accessing and using the Calculation Options Manager
Configuring calculation properties for Average Day flow
Saving scenarios and calculation settings for future simulations
Practical value for sanitary sewer modeling
Enables accurate evaluation of sewer system performance under average daily flow conditions
Provides flexibility to manage and compare multiple operating scenarios
Supports setting up realistic simulation parameters for better decision making
Facilitates scenario-based analysis to optimize system design and operation
After completing this lecture, you will be able to create and configure scenarios with specific calculation options in SewerGEMS, preparing your model for detailed flow analysis and comparison.
This lecture guides you through the process of running a sanitary sewer model simulation using SewerGEMS. You will learn how to execute the model computations and interpret the outcome effectively within the software interface.
After running the simulation, detailed results become available that help analyze flows, velocities, and system behavior. The lesson also focuses on customizing how results are displayed, including unit conversions and visual symbology techniques such as annotations and color coding.
Additionally, you will be introduced to profiling tools that allow you to visualize sewer conduit characteristics along the system path, enabling a clearer understanding of hydraulic grade lines and velocity distributions.
Key topics covered in this lecture
Running the sewer model simulation using the Compute function
Understanding and managing warning notifications related to minimum velocity and cover constraints
Reviewing detailed calculation summaries and accessing results from the Properties Manager
Changing flow units to gallons per minute (GPM) for clearer analysis
Adding flow annotations on conduits within the drawing interface
Applying color coding to visualize conduit velocity ranges
Creating and customizing hydraulic and velocity profiles along sewer segments
Practical value in sanitary sewer modeling
Enables accurate simulation runs to assess system performance
Enhances result interpretation with customized visual aids and annotations
Supports identification of critical points by visualizing velocity and flow data
Facilitates communication of model outputs through clear profiles and color coding
By the end of this lesson, you will be able to confidently run sewer model simulations, interpret the results using various tools in SewerGEMS, and create annotated and color-coded visualizations that support practical engineering assessments of sanitary sewer systems.
In this lecture, you will learn how to evaluate a sanitary sewer system under peak flow conditions using SewerGEMS. Understanding how to model these conditions is essential for designing systems that can handle maximum demand without failure. The process involves converting average flow rates into peak flow rates using a tabular peaking factor method.
The lecture guides you through setting up extreme flow parameters in the software, assigning peak flow factors to unit loads, and creating a specific calculation scenario for peak flow analysis. You will also learn how to duplicate and configure calculation options to run simulations for peak demand conditions accurately.
By the end of the lecture, you will run the model under peak flow scenarios and be prepared to analyze the simulation results in further detail.
Key topics covered in this lesson:
Using the Extreme Flows dialog and importing peaking factor methods
Assigning peak flow factors to sanitary loads
Duplicating and configuring calculation options for peak flow runs
Creating and managing analysis scenarios for peak demand
Running the model to simulate peak flow conditions
Saving and organizing project data for further analysis
Practical value in sanitary sewer modeling:
Ensures sewer systems are designed to accommodate peak flow demand
Helps identify potential capacity and performance issues under maximum load
Supports decision-making for system improvements and risk mitigation
Prepares learners for realistic flow scenarios encountered in engineering practice
After completing this lecture, you will be able to set up and run peak flow simulations in SewerGEMS, enabling precise evaluation of system behavior under high demand. This foundational skill is critical to developing reliable and efficient sanitary sewer models.
This lecture reviews the results from the sanitary gravity sewer design exercise, guiding learners through the interpretation of output data from SewerGEMS simulations. It focuses on analyzing key hydraulic parameters such as flow rates and velocities for specific sewer components.
The session begins with examining the average day flow scenario, showing how to extract flow data for elements CO 10, 11, and 13, and velocity data for element CO 4 from the solution summary. Learners are shown how to transfer this information onto a question sheet accurately.
Next, the lecture covers the peak flow scenario, reinforcing how to retrieve and validate flow and velocity results from the model. Clear expected values are provided for each component to help learners confirm their computations and model correctness.
Key topics covered in this lecture:
Review of sanitary gravity sewer design exercise results
Interpreting solution summaries from average day scenarios
Extracting flow rate and velocity data for specific sewer elements
Validating model outputs with expected flow and velocity values
Comparison of average day versus peak flow scenario outputs
Practical value for sanitary sewer modeling:
Enhance skills in analyzing and interpreting SewerGEMS simulation outputs
Learn to accurately document model results for effective communication
Develop the ability to verify model performance using expected hydraulic values
Gain confidence in handling multiple flow scenarios within a sewer model
By the end of this lecture, learners will be able to confidently review and validate simulation outputs from sanitary sewer models, ensuring their designs meet expected hydraulic performance criteria.
In this lesson, you will begin by opening an existing hydraulic model file in SewerGEMS to review the foundational gravity sewer system already in place. This initial step prepares you to integrate pumping systems later on by familiarizing yourself with the current layout and model attributes.
Starting with loading the provided file, you will learn to navigate the interface to open, save, and manage model files effectively. The lecture includes instructions on handling prompts such as project associations and change tracking to keep your workflow organized.
You will also explore how the existing model visually represents gravity pipes by color coding based on pipe diameter, providing a clear overview of the system's structure. Profiles available within the model are introduced to help you understand sewer conditions at various points.
Key topics covered in this lesson:
Opening and saving hydraulic model files in SewerGEMS
Interpreting color-coded gravity pipes by size
Reviewing existing septic load data for an industrial/commercial area
Accessing and examining profile views for the sewer network
Configuring labeling settings to align with model results
Practical value for sanitary sewer modeling:
Develop fluency in managing SewerGEMS project files
Understand model visualization techniques that aid in system analysis
Learn how to verify and interpret existing load inputs before modifications
Ensure model labeling consistency to support clearer reporting and results interpretation
By the end of this lecture, you will be confident in opening and inspecting an existing sanitary sewer gravity model, ready to proceed with incorporating additional elements like pumps in subsequent lessons.
In this lecture, we focus on extending a sanitary sewer model by adding and configuring pumping elements using SewerGEMS. Starting from an existing gravity-based model, the session guides learners through the integration of key pumping components such as wet wells, pumping stations, force mains, and downstream gravity pipes terminating at an outfall. This expansion is critical for modeling realistic sanitary sewer systems that rely on pumps to overcome elevation differences and maintain flow.
We begin the practical workflow by utilizing the Layout tool to create the spatial framework of the pump station. This includes adding a wet well element, which acts as a collection basin for wastewater, followed by force mains that convey flow under pressure from the pumps. The process emphasizes careful label management and element naming conventions to maintain clarity and avoid confusion when managing complex network components.
Once the pumping elements are placed, it is necessary to assign accurate elevation data to these and other nodes in the network. Elevation information such as ground and invert elevations for pressure junctions and manholes directly influences hydraulic calculations. The lecture details how to use the Properties manager effectively to input these crucial parameters, ensuring each element properly represents its physical counterpart.
For force mains, which are pressure pipes, the lecture presents an efficient approach to property assignment using Flex Tables. This tabular interface allows bulk editing of attributes like pipe diameter and user-defined length, significantly speeding up data entry for multiple pipes. Learners see how to globally edit values to maintain consistency across all force mains within the pumping system.
Next, the lecture covers creating a Pump Definition within the Components menu. This pump definition serves as a template specifying pump performance characteristics using a standard three-point graphical velocity flow (GVF) curve. The instructor explains setting the correct flow units to gallons per minute (GPM) and entering the pump curve data. These technical decisions are essential to simulate pump behavior accurately under varying flow conditions.
After defining the pump template, individual pump elements in the model are configured by linking to this definition. Key properties set here include the initial operational status, determining whether pumps start on or off, and overriding default on/off elevation criteria when necessary. These settings enable realistic simulation of pump operations and control strategies that mimic actual field conditions.
Finally, the lecture demonstrates how to prepare the model for analysis by enabling pump flow usage in the scenario options. Validation tools are employed to verify data completeness and correctness, ensuring that the model is robust before running simulations. This step protects against errors that could invalidate results, highlighting good modeling practices.
Key topics covered in this lecture:
Adding wet wells and pumping stations to a sanitary sewer model
Creating and configuring force mains and downstream gravity pipes
Assigning ground and invert elevations to new elements
Using the Properties manager for detailed element configuration
Bulk editing pipe attributes using Flex Tables
Defining and entering pump performance curves (Pump Definitions)
Configuring individual pump elements with operational settings
Enabling pump flows in scenario analysis options
Validating model data for accuracy before simulation
Practical value of this lecture in sanitary sewer modeling:
Integrate pumping components into existing sewer networks for comprehensive modeling
Improve accuracy of hydraulic simulations by specifying realistic pump performance
Enhance model management with efficient data entry tools like Flex Tables
Ensure proper elevation data input to reflect actual field conditions
Set pump operation parameters to simulate real-world control mechanisms
Use validation to maintain model integrity and confident analysis
Prepare the model for scenario testing involving pumps and pressurized flow
By the end of this lecture, learners will be able to effectively add and configure pumping elements within SewerGEMS, assign necessary hydraulic and operational properties, and validate the setup to ensure reliable model simulations. They will gain hands-on skills to extend gravity models by incorporating realistic pumping systems, a critical capability for modeling complex sanitary sewer networks.
This lecture advances the sanitary sewer modeling process by introducing how to run and analyze models featuring pumps using SewerGEMS. Building on previous lessons that established gravity-based models, this session focuses on integrating pump operations to observe their effects on system hydraulics and flow behavior. It guides learners step-by-step through setting up pump scenarios, executing simulations, and interpreting the results to understand the role pumps play in enhancing system performance.
The session begins with renaming the base analysis scenario to 'one Pump' to represent the inclusion of a single pump within the system. The instructor demonstrates how to run this scenario using the Compute function in SewerGEMS, reviewing the detailed calculation summary to assess initial results. This practical workflow establishes how to handle scenario management effectively within the software, a critical feature for comparing different system configurations and operational strategies.
The tutorial then explores detailed pump characteristics by accessing the Pump Curve dialog, where learners can view hydraulic head and efficiency curves. Understanding these curves is essential for evaluating pump performance under steady-state conditions. This detailed examination enables learners to grasp technical decisions within the model such as default selection of times and how curves are used to represent pump operation comprehensively.
Following the analysis of a single pump, the lecture proceeds to create a new scenario called 'two Pumps' using the Scenario Manager. This scenario introduces the operational state of a second pump, demonstrating how to set initial pump statuses and alternatives within the model. The session highlights the importance of scenario inheritance and customization, allowing engineers or modelers to simulate multiple pump operation strategies without losing track of scenario lineage.
Running the two-pump scenario and comparing the pipe flow report in the detailed calculation summary enables learners to quantify the increased capacity and changes in flow behavior due to multiple pumps. Furthermore, the presentation covers troubleshooting tips, including the use of supporting files for validation and ensuring consistent results, reinforcing best practices that rely on verifying model accuracy with provided solutions.
Overall, this lecture is highly practical, clearly illustrating the application of pumps in sanitary sewer modeling within SewerGEMS. It emphasizes hands-on interactions with pump curves, scenario management, and result interpretation, preparing learners to confidently integrate pumping systems into their analyses and understand the flow dynamics resulting from these additions.
Key topics covered in this lecture:
Setting up and renaming analysis scenarios with pumps
Running scenarios using the Compute function
Reviewing detailed calculation summaries and pipe flow reports
Accessing and interpreting pump curves, including head and efficiency
Creating new child scenarios for comparative analysis
Modifying initial pump settings and alternatives
Managing scenario inheritance and custom properties
Practical tips for troubleshooting and result validation using supporting files
Practical value in sanitary sewer modeling:
Learn to run and analyze scenarios incorporating single and multiple pumps
Understand how pumps impact flow capacity and hydraulic performance
Develop the ability to manage multiple operational scenarios for design comparison
Gain hands-on experience with pump performance evaluation through curves
Apply best practices for validating model results and troubleshooting discrepancies
Enhance skills in scenario and alternative management within SewerGEMS
Build confidence in simulating real-world pumping system operations in sewer networks
By the end of this lecture, learners will be able to run SewerGEMS models that include pumping systems, interpret pump curves and detailed result summaries, create and manipulate scenarios for operational comparisons, and apply these skills to enhance the accuracy and usefulness of sanitary sewer models in their projects.
In this lecture, you'll learn how to set up and simulate dry weather flow conditions in SewerGEMS, focusing on steady state and Extended Period Simulation (EPS) modeling techniques. The session begins with opening and preparing your hydraulic model file, ensuring all the fundamental system data such as pipe sizes, invert elevations, manhole and pump elevations, and dry weather sanitary loads are correctly inputted for an accurate baseline setup.
You will then proceed to configure the essential hydraulic components that govern system performance under dry weather conditions. This includes defining the pump characteristics by entering detailed pump curves and specifying operational controls such as pump start and stop elevations, which are typically based on wet well water levels. The controls section also introduces management of complex operational rules applied across the system using SewerGEMS’ Controls Manager, enabling dynamic pump operation orchestrated by water level triggers and flow conditions.
Next, the lecture guides you through creating and running a steady state dry weather scenario known as "Steady Dry." Critical simulation settings like the Active Numerical Solver (GVF Convex Cod) and using pump flows are emphasized to ensure that the model accurately captures the interaction between pumps and the gravity sewer system.
Once the steady state results are computed, you will learn how to review the output in detail through various methods like the detailed calculations summary and profile views, allowing you to verify system performance under normal operating conditions. These evaluations form an essential basis before progressing to dynamic wet weather modeling.
The latter portion of the lecture focuses on setting up load patterns necessary for EPS runs, by assigning time-of-day loading patterns to multiple nodes to mimic realistic diurnal flow variations. You will also configure diversions at key manholes to simulate overflow conditions, such as setting diversion links with rating curves that dictate when and how excess flows are rerouted, which is critical in managing system capacity constraints.
Finally, the lecture covers creating EPS scenarios and configuring solver options specific to transient conditions. You'll run the simulation and observe dynamic flow behavior with tools such as hydrographs at critical nodes and animated profile views. These visualizations help interpret how flows fluctuate over time, how pumps modulate according to system conditions, and how the overall system responds during dry weather periods.
Key topics covered in this lecture include:
Opening and preparing hydraulic models for simulation
Entering essential system data and pump characteristics
Configuring pump operational controls based on wet well elevations
Creating steady state dry weather simulation scenarios
Reviewing simulation results via profiles, calculation summaries, and property managers
Defining time-of-day loading patterns for EPS runs
Setting up diversion links and rating curves for overflow management
Running EPS simulations and analyzing hydrographs and pump curves
Using animations to interpret dynamic changes in water levels and flows
Practical value for sanitary sewer modeling includes:
Establishing a baseline understanding of system behavior under normal dry weather loads
Accurately configuring pump characteristics to reflect real-world performance
Managing pump operations dynamically to maintain efficient system performance
Applying steady state and EPS simulation techniques effectively
Implementing loading patterns to represent daily flow variations
Modeling diversions and overflow conditions for capacity management
Interpreting hydraulic results to identify potential system bottlenecks or issues
Visualizing system hydraulics through profiles and animations for better decision-making
By the end of this lecture, learners will be able to set up and run dry weather flow simulations in SewerGEMS confidently, understand how to manage pumps and diversions within the model, and analyze detailed outputs to assess system performance. These skills provide a vital foundation for further modeling of wet weather events and more complex hydraulic scenarios.
In this lecture, you will learn how to create and simulate wet weather flow conditions in SewerGEMS by setting up infiltration and inflow scenarios. This process builds upon previous work with dry weather scenarios by introducing storm events and evaluating system performance under these more complex conditions. The focus is on configuring hydrographs to simulate increased flow during wet weather and analyzing their impact on the sewer system.
The activity starts by adding hydrographs at specified manholes within the network to represent inflow patterns caused by rain events. To streamline the modeling process, identical hydrographs are initially used at multiple manholes, demonstrating efficient data entry techniques like copy-pasting to avoid repetitive typing. However, the key practical insight is that real systems will have unique flow hydrographs derived from field measurements for each location.
You will also learn to organize and manage analysis alternatives in SewerGEMS by modifying the base alternative to represent dry weather conditions and creating a new child alternative for the wet weather scenario. This approach allows for clear comparison between conditions and flexible scenario management within the model.
The lecture details how to input hydrograph data correctly by selecting the appropriate units, entering inflow information through the inflow conditions interface, and validating data completeness (notably ensuring a full 24-hour period). These steps highlight the importance of accuracy in the data used for modeling to ensure reliable simulation results.
Once the wet weather alternative is set up, the lecture guides you through creating a wet weather scenario in the Extended Period Simulation (EPS) framework by duplicating the dry scenario and switching its infiltration and inflow alternative. You then run the EPS simulation to analyze how the system behaves during wet weather events by reviewing calculation summaries and visualizing flow graphs for pipes and pump operation cycles.
The results help reveal important differences between dry and wet weather system responses, such as increased pump cycling and variations in flow in key pipes. Viewing these simulation outputs allows for better interpretation of the operational impacts of wet weather, which is essential for planning and managing sanitary sewer systems under varied conditions.
Throughout the lecture, technical decisions such as the reuse of hydrographs, scenario creation, and scenario management are supported by practical workflow tips, making it suitable for learners looking to apply SewerGEMS in real-world modeling tasks connected to urban water infrastructure.
Key topics covered in this lecture:
Setting up infiltration and inflow for wet weather modeling
Creating and managing analysis alternatives within SewerGEMS
Inputting and reusing hydrograph data efficiently
Configuring Extended Period Simulation (EPS) wet weather scenarios
Running simulations and reviewing calculation summaries
Analyzing flow profiles and pump cycling differences in wet weather
Best practices for ensuring data accuracy and completeness
Interpreting system response to varying weather conditions
Practical value for sanitary sewer modeling:
Learn to simulate realistic wet weather conditions impacting sewer networks
Develop scenario-based analysis skills for system performance comparisons
Enhance workflow efficiency using data reuse techniques
Understand operational impacts on pumps and pipes during storms
Gain competency in EPS scenario configuration and execution
Improve confidence in modeling results for infrastructure planning
Prepare for effective communication of wet weather system behaviors
By completing this lecture, you will be able to confidently set up wet weather flow conditions in SewerGEMS, run extended period simulations, and interpret the results to assess the impacts of infiltration and inflow. This enables you to support better decision-making for sanitary sewer system design, operation, and management under varying weather conditions.
This lecture delves into the use of the Scenario Comparison Tool in SewerGEMS, which is essential for simplifying the process of analyzing differences between multiple hydraulic scenarios in sanitary sewer models. The tool enhances understanding of how various conditions impact system performance by providing a clear visual and tabular comparison of selected scenarios.
Beginning with setup, you’ll learn how to select two scenarios to compare — in this case, EPS Prior representing dry weather conditions and EPSWet representing wet weather conditions. The interface clearly highlights differences in alternative parameters such as infiltration and inflow, using intuitive iconography to denote whether alternatives are identical or different across scenarios.
The lecture emphasizes the workflow of generating a comparison report, including the time of comparison, the scenarios analyzed, and specific element and attribute differences identified. This summary allows the user to quickly focus on areas in the sewer system where performance diverges, which is critical for decision-making and prioritizing system improvements.
You will also explore how to drill down into the details of key differences, such as inflow weight changes for major nodes (main holes) in the system. The practical demonstration of selecting these nodes in the model directly from the comparison results showcases effective navigation between the analytical tool and spatial model view, thus integrating scenario insight into actionable spatial understanding.
After reviewing the comparison data and selected elements, this session concludes by guiding you through the process of closing the Scenario Comparison dialog and saving your work. This reinforces best practices for data management within SewerGEMS and ensures the preservation of analytical outputs for ongoing design and operational workflows.
Overall, this lecture balances technical instruction with practical application, reinforcing the importance of scenario comparisons in sanitary sewer modeling for clarifying system limitations and informing system management decisions.
Key topics covered in this lecture
Overview and purpose of the Scenario Comparison Tool
Selection and setup of scenarios for comparison
Interpretation of highlighted differences in scenario alternatives
Generating and understanding comparison summary reports
Detail analysis of inflow weight differences for key elements
Selecting and visualizing differing elements in the spatial model
Managing and saving scenario comparison results
Practical value in sanitary sewer modeling with SewerGEMS
Identifying critical differences between dry and wet weather scenarios
Enabling focused analysis on problem areas affecting system performance
Supporting decision-making through clear data summaries and visual cues
Integrating comparison results with spatial selection for intuitive model interaction
Facilitating data management and documentation of scenario analyses
Improving understanding of system behavior under varying conditions
Enhancing skills relevant to digital twin workflows in wastewater infrastructure
By completing this lecture, learners will be able to confidently apply the Scenario Comparison Tool to identify and analyze differences in sanitary sewer model scenarios, interpret results effectively, and utilize this knowledge to optimize system design and operation.
Welcome to a practical exercise focused on creating a sanitary sewer model using various automation tools in SewerGEMS. In this exercise, you will receive data in shapefile format and learn how to efficiently construct and analyze a sewer model.
The exercise is structured in three parts, allowing you to complete individual sections or the entire workflow consecutively. You will apply the GVF Convex Solver to simulate both normal and peak flow conditions, although the modeling techniques employed are applicable to other solvers as well.
Before starting, verify that you have the necessary supporting files such as Billing Meter Contours, Gravity Pipe Manhole Nodes, and a Picture of the Network. If your computer lacks software to open shapefiles, you can still view the provided network image to follow along.
Key topics covered:
Using Model Builder to create a sewer model from shapefiles
Importing node elevations with T-Rex
Applying load data with Load Builder
Running simulations for normal and peak flow scenarios using the GVF Convex Solver
Importing shapefiles as background images for visual context
Practical value in sanitary sewer modeling:
Rapid model construction from geospatial data formats
Automated assignment of terrain elevations and load conditions
Validation of hydraulic model setup prior to detailed analysis
Flexible approach to handle partial or complete model building workflows
After completing this exercise, you will understand how to efficiently build and run a sanitary sewer model using SewerGEMS' automation and data integration tools, preparing you for more advanced hydraulic analyses.
This lecture introduces the Model Builder tool in SewerGEMS, which is crucial for automating the construction of sanitary sewer models using existing GIS data. Model Builder dramatically streamlines the modeling process by allowing you to create or update hydraulic models efficiently without manual element placement. Through this session, you will learn to integrate diverse data sources—ranging from databases and spreadsheets to GIS shapefiles—directly into SewerGEMS, simplifying input preparation and reducing errors.
The workflow begins with opening a blank hydraulic model and configuring the calculation settings specifically to use the GVF Convex numerical solver, optimizing analysis accuracy. Then, the Model Builder interface is launched, where you specify your data source—in this case, ESRI shapefiles representing manhole nodes and gravity pipes. The process involves selecting multiple files simultaneously, which Model Builder supports seamlessly, facilitating network creation from multiple interconnected datasets.
A pivotal step involves the spatial and connectivity options where you define coordinate units and opt to create nodes where pipe endpoints might be missing. This ensures the hydraulic connectivity integrity of your network, particularly when pipe shapefiles lack explicit endpoint information. You will also learn to establish connectivity using spatial data with a set tolerance, an essential practice when aligning elements correctly.
Next, you engage in detailed field mapping to associate geographic dataset attributes with SewerGEMS model parameters. For example, manhole elevations in the shapefile are mapped to the model’s elevation properties, and pipe characteristics such as labels and diameters are connected to conduit parameters. This mapping is essential for the model to accurately reflect real-world infrastructure properties without manual data re-entry.
Once the mapping is set, you proceed through the wizard steps, considering edition-specific options such as tracking data source changes with snapshots, which can be bypassed depending on your software version. Upon confirmation, the tool builds the model automatically, generating nodes, conduits, and an outfall node. This automated creation not only saves significant time but also maintains data consistency across the network.
After building the model, you learn how to navigate the Model Builder summary and synchronize the created model with SewerGEMS’ main interface. Techniques such as zooming to extents are demonstrated to bring your network into view, while saving your progress solidifies the model creation step. Finally, you delve into reviewing tabular data through the Flex tables, providing insight into the data transferred into the model and verifying its reasonableness.
Due to initial limitations with ground elevations for manholes set to zero, the lecture ends by noting the need to import terrain elevations from additional contour data layers, setting the stage for subsequent model refinement.
Key Topics Covered
Introduction to the Model Builder tool in SewerGEMS
Starting a new hydraulic model and solver selection
Specifying GIS data sources for manholes and pipes
Configuring spatial connectivity and coordinate units
Field mapping of shapefile data to model attributes
Navigating Model Builder wizard steps and options
Automated model creation and synchronization
Reviewing data in Flex tables and understanding attribute properties
Saving and managing the hydraulic model file
Recognizing the need for elevation data import for terrain accuracy
Practical Value in Sanitary Sewer Modeling
Accelerates the model building process using automated GIS data integration
Minimizes manual errors by mapping data attributes directly to model elements
Ensures hydraulic connectivity even when endpoint data is incomplete
Supports multiple data formats to accommodate diverse project datasets
Enables repeated model updates easily through synchronized data sources
Facilitates better understanding of network data through Flex table reviews
Allows for future model refinement by highlighting gaps in elevation data
By the end of this lecture, learners will be adept at using SewerGEMS’ Model Builder to automate the construction of a sanitary sewer hydraulic model from GIS shapefiles. They will understand the critical steps to set up data sources, map attributes, and create a connected network ready for further analysis and refinement, thereby saving time and improving model reliability throughout their sewer network modeling projects.
In this lecture, you will learn how to efficiently extract and assign terrain elevation data to your sanitary sewer model using the T-Rex wizard in SewerGEMS. The process begins by importing ground elevations automatically from a digital elevation model (DEM) through an easy-to-follow wizard interface, which simplifies the otherwise complex task of integrating elevation data into your model nodes.
The session builds upon the prior Model Builder work, allowing you to continue from where you left off or to start fresh using a provided supporting file. The T-Rex wizard guides the user step-by-step, starting with selecting the data source type—typically an Esri Shapefile—and navigating to locate the contour data essential for defining ground elevations.
Key technical decisions during the import process include choosing the appropriate units for the XY coordinates and elevation (feet in this case), and options to clip the dataset to the model’s geographic extent to optimize processing, especially important for large datasets. This ensures that the imported data is both relevant and manageable for your model’s scope.
Once elevations are assigned, the wizard notifies you if any nodes fall outside the contour data boundary, highlighting where manual attention may be needed. After completing the import, you will learn how to verify the elevation assignments by inspecting the properties of individual elements in the model, such as manholes, to see ground and invert elevations correctly populated.
The lecture also covers an important practical step of adapting model elements by morphing a manhole into an outfall element, necessary to represent the system’s terminal discharge accurately. This morphing process is straightforward and involves selecting the outfall element type and confirming the conversion prompt, thereby preserving element connectivity while changing its functional type.
You then set boundary conditions and manually enter elevations for critical outfall elements that do not get assigned elevation data from the DEM, ensuring that the model’s hydraulic conditions reflect real-world constraints and design criteria.
To validate the terrain data integration and elevation settings, you create and analyze a hydraulic profile along the sewer line from a distant upstream node to the outfall. This visual profile helps identify any irregularities in pipe slopes and invert elevations, guiding refinement towards achieving a consistent flow gradient. The session concludes with saving the updated model file, reinforcing best practices for maintaining data integrity and workflow continuity.
Key Topics Covered:
Using the T-Rex wizard to import digital elevation model data
Selecting and configuring Esri Shapefile data source
Configuring units and clipping elevation data to the model extent
Handling nodes outside contour data coverage
Verifying and inspecting elevation assignments on model elements
Morphing manholes into outfall elements
Assigning boundary conditions and manual elevation entry for outfalls
Creating and interpreting hydraulic profiles for slope verification
Saving and managing model files effectively
Practical Value in Sanitary Sewer Modeling:
Streamlines the integration of accurate terrain elevations into sewer models
Enhances model reliability by automating ground elevation assignment
Reduces manual data entry errors through wizard-guided workflows
Supports improved hydraulic performance by verifying pipe slopes visually
Facilitates proper boundary condition setup for realistic simulation results
Enables quick model updates by morphing element types without data loss
Promotes good data management and consistent file saving habits
By completing this session, learners will understand how to leverage the T-Rex wizard in SewerGEMS to import and validate terrain elevations, apply necessary element transformations, and ensure accurate hydraulic profiling. This foundation enables improved model accuracy and prepares users for more advanced sanitary sewer modeling tasks within the software.
This lecture continues from the previous session, focusing on practical use of Load Builder within SewerGEMS to assign water demand loads to model elements. Load Builder is a versatile tool designed to streamline the process of importing and distributing flow data, particularly useful when working with detailed billing or metering information for sanitary sewer models.
We begin by importing individual water meter billing data, which represents a realistic dry weather flow base for the sanitary system. This method allows for a data-driven approach by integrating actual customer usage data rather than relying on generic assumptions or manual input. Load Builder supports multiple data formats and sources, enabling you to leverage metadata like billing records, known population distributions, or land use polygons to assign accurate loads across the network’s nodes.
The lesson walkthrough guides you through opening Load Builder from the Tools menu, initiating a new load assignment with the wizard, and selecting the appropriate data type—in this case, point load data matched to the nearest node. You learn to map billing data shapefiles to network elements such as manholes, effectively linking real-world metered usage with the sewer model topology.
The session pays close attention to configuring load parameters correctly, including defining the load type, usage fields, and the relevant units (gallons per day converted to gallons per minute). Adjusting units is crucial to ensure that the model calculations reflect the expected flow magnitudes. Additionally, it shows how to handle multipliers to focus initially on average flows, which is vital for baseline modeling and preparing the model for simulation.
After setting parameters and previewing load assignments, you save the load data under a designated label and override existing model alternatives as needed. This step ensures your model is updated with the latest billing-informed loads. The final confirmation message verifies the number of records imported, affirming that the process completed successfully.
This lecture delivers a hands-on demonstration of how Load Builder can bring operational data like billing records into the modeling workflow. It highlights the technical steps and rationale, thus equipping you with a replicable method to enhance model accuracy using site-specific information.
By the end of this session, you will have a detailed understanding of how to use Load Builder effectively for sanitary sewer modeling workflows that rely on measured customer usage data, an essential step towards building reliable digital twins in sewer infrastructure management.
Key topics covered in this lecture:
Introduction to Load Builder tool and its data assignment purpose
Importing individual water meter billing data as point loads
Mapping loads to nearest network nodes (manholes)
Selecting and configuring load types and units
Interpreting and previewing load assignment results
Saving load assignments with overrides for model alternatives
Handling unit conversions and loading parameters for accuracy
Verifying data import completion and integrity
Practical value in sanitary sewer modeling with SewerGEMS:
Enables integration of real customer usage data into load assignments
Improves model realism by basing dry weather flows on measured values
Automates assignment of loads reducing manual data entry errors
Supports multiple data sources improving flexibility in modeling
Facilitates preparation of accurate baseline loading for simulations
Streamlines updating model alternatives for iterative workflows
Allows detailed spatial distribution of flows aligned with network elements
Enhances capacity for digital twin development in water infrastructure management
After completing this lecture, you will be able to confidently use Load Builder to import, configure, and assign water demand loads to model nodes based on billing data, enabling you to create more accurate and data-driven sanitary sewer models within SewerGEMS.
This lecture continues from the previous session by focusing on running and verifying the sanitary sewer model created in SewerGEMS. You will start by overlaying your model onto a contour background layer to visualize the terrain context and check if the spatial relationship between manholes, pipes, and terrain is accurate. This step is essential because ground elevations affect flow behavior and hydraulic performance.
The instructor guides you through loading the contour shapefile as a background layer, demonstrating how to customize visual elements such as color coding to improve clarity. Attention is drawn to manholes falling outside the contour boundaries and how to address such discrepancies by assigning realistic ground elevations manually, ensuring that your model reflects actual site conditions.
Next, you'll proceed to validate the model for errors by running the built-in Analysis Validate function. Common model issues such as manholes with ground elevations lower than invert elevations are spotted and resolved, reflecting practical troubleshooting during model setup. The lecture details using the Manhole Flex Table to sort and edit elevations directly, which enhances precision in data attribution.
With corrected elevations, you will compute the hydraulic model, reviewing the calculation summary and notifications to understand system behavior. Visual diagnostics are reinforced by applying color coding to conduits based on depth and flow, helping identify critical pipe sections with high flow depths or zero flow values, often corresponding to upstream or isolated segments. This workflow exemplifies how to interpret model output effectively.
The lecture further explains exploring conduit properties in the Flex Tables to check hydraulic parameters such as depth, velocity, and tractive stress, vital for assessing pipe performance and risk of sediment movement. You will learn to customize table columns and units, tailoring the interface to your analysis needs. This targeted investigation is crucial for verifying design adequacy and anticipating possible operational issues.
Finally, the session introduces running a peak load scenario to simulate increased flow conditions that a sanitary sewer system might experience during peak usage periods. You create a child scenario in the Analysis Scenarios manager, apply a multiplier to increase sanitary loads, and compute the results. This step reflects real-world requirement to test system resilience and design capacity under stress conditions.
Throughout the lecture, detailed explanations clarify each action and interpret results, empowering you to validate, analyze, and refine your model with confidence. The instructor provides a supporting file with a complete example for reference, allowing you to compare your outcomes and enhance your learning experience.
Key topics covered in this lecture:
Adding and customizing contour background layers
Identifying and correcting manhole ground elevation errors
Performing model validation and error checking
Running hydraulic computations and interpreting calculation summaries
Applying color coding to analyze flow depth and pipe conditions
Exploring conduit hydraulic properties such as depth, velocity, and tractive stress
Creating and running peak load scenarios for stress testing
Using Flex Tables for data inspection and editing
Managing scenarios and sanitary load controls
Utilizing supporting files and solution comparisons
Practical value in sanitary sewer modeling and management:
Improves accuracy by aligning model data with terrain and real-world conditions
Enables early detection and rectification of common model errors
Facilitates hydraulic analysis to evaluate system performance under normal and peak loads
Supports decision-making through visual tools like color-coded symbology
Enhances skills in managing multiple scenarios for comprehensive system assessment
Develops proficiency in working with SewerGEMS Flex Tables for detailed data handling
Promotes confidence in interpreting model outputs for design validation
Provides practical workflows aligned with industry-standard software practices
By the end of this lecture, learners will be able to confidently run their sanitary sewer models in SewerGEMS, verify data validity and hydraulic performance using visual and tabular tools, and simulate critical load conditions. This understanding will empower users to produce reliable models that support informed infrastructure planning and management decisions.
This lecture serves as a comprehensive review and validation of the sanitary sewer model created in the previous exercises. It focuses on interpreting the results obtained from the sewer network simulation under different load scenarios.
You will review key performance indicators such as flow rates at the outfall, maximum depth rise percentages, velocities, and tractive stresses within pipes for both average and peak load conditions. This session helps ensure accuracy and consistency in your model outcomes compared to the provided solution.
The workflow involves examining detailed tables of conduit properties generated by the model for each load scenario, allowing for a clear understanding of flow behavior and hydraulic performance.
Key topics covered in this lecture:
Flow rates at the outfall under average and peak load scenarios
Interpreting maximum depth rise percentages in pipes
Velocity measurements in specific pipes
Tractive stress values for pipe segments
Comparison of model results against provided solution data
Practical value for sanitary sewer modeling:
Validating model outputs to ensure accurate sewer system representation
Understanding how load variations affect hydraulic parameters
Identifying critical pipes based on depth and stress indicators
Enhancing confidence in automated modeling workflows through result comparison
By the end of this lecture, you will be able to critically assess your sanitary sewer model results, identifying key hydraulic behaviors under varying flow conditions and ensuring your analysis aligns with expected outputs.
This lecture introduces a practical exercise focused on constraint-based sewer design using SewerGEMS. Learners will work with an existing DXF background file as the foundation for developing a new sanitary sewer system.
The exercise emphasizes the use of automated design features within the GVF Convex solver to optimize the sewer network. Central to this workflow is the determination of a design maximum flow rate based on residential dry weather loading, a full build-out of the area, and wet weather conditions modeled by infiltration and infrastructure design standards.
Flow peaking is applied using the EPA's 10 States peaking factor method to accurately estimate peak flow events critical for proper pipe sizing and system reliability.
Key topics covered in this lecture:
Use of a DXF background file to create a sewer network layout to scale
Calculation of design maximum flow rates including dry and wet weather scenarios
Application of the 10 States peaking factor for flow estimation
Setting constraints to guide automated design in SewerGEMS
Utilizing the GVF Convex solver for automatic pipe sizing
Creating and interpreting engineering profiles for the sewer system
Practical value in sanitary sewer modeling:
Understanding how to integrate background CAD files into sewer system design
Applying design criteria to develop realistic system constraints
Leveraging automation to optimize sewer pipe sizing and layout
Improving accuracy in hydraulic modeling through peak flow analysis
By the end of this lecture, learners will be equipped to start from a background file, define design objectives and constraints, and apply SewerGEMS’ automated tools to design a sanitary sewer system ready for detailed analysis and refinement.
This lecture guides you through the initial setup of a sanitary sewer hydraulic model using SewerGEMS. You will learn how to create a new hydraulic model, add background layers, and configure annotation settings to prepare for sewer network design.
The process starts by launching SewerGEMS and creating a new hydraulic model, where you will link the model to a connected project file for organized management. Then, you will configure analysis options to use the GVF Convex solver, which is suitable for accurate flow computations.
Next, you will import a background DXF file to provide a spatial reference of the area, including terrain contour elevations and subdivision layout. Adjusting symbol sizes and text height multipliers ensures your network elements are clearly visible on the drawing canvas. Finally, you will begin laying out pipelines and manholes using the layout tool, with tips on relabeling elements for clarity.
Key topics covered in this lecture:
Creating a new hydraulic model and project association
Configuring analysis options with GVF Convex solver
Importing and managing background layers from DXF files
Adjusting visual annotation settings for network elements
Using the layout tool to draft conduit and manhole components
Relabeling elements using Flex tables and Properties Manager
Saving and toggling background visibility for clearer model viewing
Practical value in sanitary sewer modeling:
Sets the foundation for accurate hydraulic modeling by establishing design context
Improves spatial awareness with background layers to respect site topography
Facilitates efficient network layout with thoughtful annotation and labeling
Prepares the model for subsequent steps of data entry and detailed analysis
By the end of this session, you will understand how to initiate a sewer network model in SewerGEMS under given constraints, making you ready to proceed with detailed system data input and advanced design processes in the following lessons.
In this lecture, you will learn how to enter essential design data and parameters for sanitary sewer modeling in SewerGEMS. Building on previous sessions, the focus is on correctly inputting elevation data, boundary conditions, and component attributes to ensure accurate model setup.
You will begin by working with the Manhole Flex Table to input and adjust invert and rim elevations for the network's manholes. Then, you'll configure outfall properties and duplicate hydraulic model flex tables for conduits, customizing key fields such as conduit type, size, material, and length to reflect project standards.
The lecture also guides you through setting up unit loads by creating a new residential load definition and importing standard peaking factors from the engineering library. Additionally, you will apply specific peak loads to critical manholes and incorporate conduit infiltration rates to enhance model realism.
Key topics covered in this lesson include:
Entering and sorting manhole elevation data
Configuring outfall boundary conditions
Customizing conduit properties via flex tables
Creating and assigning sanitary unit loads
Importing and applying extreme flow peaking factors
Adding load patterns and peak flow adjustments
Setting infiltration rates for conduits
Practical value for sanitary sewer modeling:
Accurate elevation and boundary input supports realistic hydraulic behavior
Standardized conduit configuration enables efficient global updates
Customized residential load settings offer tailored flow representations
Peak flow factors improve model response during high-demand periods
Infiltration parameters contribute to comprehensive flow accounting
By completing this lesson, learners will understand how to input and manage key design parameters within SewerGEMS flex tables and component dialogs, setting the foundation for automated design and detailed hydraulic analysis in sanitary sewer modeling projects.
This lecture continues from the previous session by focusing on validating and computing the sanitary sewer design using SewerGEMS. The validation process is essential to check that all required data is correctly entered and identify any errors that must be fixed before running the computations.
Once the model passes validation, the computation is run to generate detailed hydraulic and hydrologic results, which are then reviewed through various visualization tools within the software. This systematic workflow ensures the design meets necessary criteria despite practical challenges such as flat slopes.
The session also introduces techniques for enhancing result visualization, including element annotations for slope and velocity, label adjustments for better readability, and generating profiles for deeper analysis.
Key topics covered in this lecture:
Using the Analysis and Validate tool to check design data for errors
Running hydraulic computations and interpreting the Detailed Calculation Summary
Applying element annotations to display slope and velocity on conduits
Adjusting label positions to prevent overlapping and improve clarity
Viewing and managing profiles and engineering profiles for conduits
Navigating warnings related to minimum velocity constraints due to flat slopes
Practical value in sanitary sewer modeling with SewerGEMS:
Enables thorough checking and correction of model data before final computations
Facilitates clear interpretation of hydraulic results through visual annotations and profiles
Helps identify and understand potential design limitations related to velocity and slope
Supports better communication of design results through enhanced visualization features
By completing this lecture, learners will understand how to validate their sanitary sewer model, run the necessary computations, and effectively use SewerGEMS’ annotation and profile tools to review and present their design results clearly and accurately.
This lecture builds upon previous work in the course by demonstrating how to automate and optimize the design of sanitary sewer pipes within SewerGEMS. You will start by configuring the software to use extreme flow conditions for pipe sizing, then proceed to set specific calculation options tailored for automated design workflows. This process ensures that the hydraulic design meets required performance criteria while adhering to practical installation constraints.
The workflow begins by creating a new calculation option named "Automated" where various design parameters are set. You will then configure the pipe catalog to exclude certain pipe sizes, ensuring the automated design only considers appropriate diameters. This level of customization is critical to maintain control over the design outputs and align them with real-world inventory and engineering practices.
Next, the lesson addresses setting design constraints that influence automated sizing. Initially, the design is run without velocity constraints, illustrating how the system applies minimum slopes and allocates elevation changes accordingly. This approach shows the impact of constraint choices on slope and velocity distributions, and emphasizes why striking the right balance between these factors is vital for functional and cost-effective sewer design.
You will then move on to create and manage project scenarios, duplicating and modifying base scenarios to explore alternative design constraints. A key focus is applying a minimum velocity of 1 ft/s and increasing the minimum slope to 0.0075 ft/ft, which helps achieve improved hydraulic performance and better aligns with field practices to prevent sedimentation and maintenance issues. Creating separate physical and design alternatives for each scenario supports easy comparison of outcomes.
The scenario manager is used extensively to organize these design runs, providing a structured way to toggle between different design constraints and alternatives. You will see how to configure stop invert controls on specific pipes and nodes, further tailoring the automated design behavior according to project requirements. This granular control helps simulate realistic installation conditions and avoid infeasible design solutions.
Finally, the model is computed under the various scenarios, and the lecture covers interpreting the calculation summaries and outputs. Observations include how minimizing burial depth often takes precedence over velocity, and how slope and pipe size selections interact within the automated design framework. The session closes with a solution file to review and validate these automated design exercises, reinforcing learning through hands-on practice with a model that reflects typical sanitary sewer design challenges.
Key topics covered in this lecture:
Setting up automated pipe sizing using extreme flow conditions
Configuring calculation options for automated design
Selecting and filtering pipe catalogs to limit design options
Applying and managing design constraints: velocity and minimum slope
Creating and managing multiple design scenarios and alternatives
Using stop invert controls on specific pipes and nodes
Running computations and analyzing detailed design summaries
Interpreting the trade-offs between slope, velocity, and burial depth
Reviewing solution files and validating design outcomes
Practical value in sanitary sewer modeling:
Automate complex pipe sizing processes to save design time
Adjust design constraints to optimize hydraulic performance
Control pipe selection based on available infrastructure materials
Simulate realistic installation conditions with custom controls
Compare multiple design scenarios for informed decision making
Improve design quality by balancing slope and velocity requirements
Learn to interpret software outputs for effective design verification
By the end of this lecture, learners will understand how to harness SewerGEMS’ automated design capabilities to optimize sanitary sewer layouts effectively. They will be able to set up relevant calculation options, define appropriate design constraints, and manage scenarios that explore variations in design parameters. This knowledge equips users to produce reliable and practical sewer designs aligned with engineering standards and field realities.
In this lecture, you will be introduced to Bentley's comprehensive suite of hydraulics and hydrology software tools. These solutions support the planning, design, analysis, and optimization of water distribution, wastewater, and stormwater systems through advanced modeling capabilities.
The session provides an overview of the different Bentley products available for water, wastewater, and hydraulic modeling, highlighting their key functionalities and how they integrate within engineering workflows.
Understanding the scope and utility of Bentley’s tools will help you select the right software for your projects and comprehend how these solutions contribute to efficient water infrastructure management.
Key topics covered in this lecture:
Introduction to Bentley’s water distribution modeling software including WaterGEMS and WaterCAD
Overview of wastewater and stormwater products such as SewerGEMS, SewerCAD, CivilStorm, and StormCAD
Hydraulic tools like Culvert Master and Flow Master
Capabilities of the WaterWorks suite bundling WaterGEMS and SewerGEMS
Key features like SCADA integration, 1D/2D hydraulic analysis, transient pressure control with Hammer
Modeling functionalities for detention ponds and flood risk with PondPack and Flood
Interoperability and user-friendly interfaces supporting multiple platforms
Practical value for sanitary sewer modeling and water system analysis:
Plan and deliver reliable water and wastewater system operations confidently
Make informed renewal and master planning decisions based on accurate hydraulic modeling
Analyze system pressures, flows, water quality, and emergency events effectively
Comply with regulatory requirements by simulating sewer and stormwater system scenarios
Enhance operational efficiency through advanced asset management and optimization features
By the end of this lecture, you will have a clear understanding of Bentley's hydraulic and hydrology tools portfolio, enabling you to leverage these solutions effectively in sanitary sewer modeling and related hydraulic projects.
This lecture introduces Bentley Systems' comprehensive hydraulic and hydrology software suite, OpenFlows. As of 2024, OpenFlows products are categorized into four main groups tailored to different water management needs.
Each category offers specialized tools designed for flexibility in operation, either as standalone applications or through integration with platforms like MicroStation and AutoCAD.
The session clarifies the structure of these software categories and their key features, providing a foundational understanding of the OpenFlows work suite and licensing options available through Virtuosity.
Key topics covered in this lecture:
Overview of OpenFlows software categories: Storm, Sewer, Water, and Flood
Details of tools within each category (e.g., Civil Storm, Pondpack, SewerGEMS, WaterGEMS, HAMMER)
Integration options with MicroStation and AutoCAD
Product availability in different languages
Virtuosity licensing and distribution
Additional Bentley tools like Culvert Master and Flowmaster
Practical value for sanitary sewer modeling and water management:
Understand the organization of Bentley's comprehensive water modeling software
Identify the appropriate software tools for various hydraulic and hydrologic applications
Learn how software licensing and integration support efficient workflows
Gain clarity on accessing educational and commercial versions
After this lecture, learners will have a clear overview of Bentley OpenFlows products and licensing, equipping them to navigate and select the right software tools for their hydraulic, stormwater, sewer, and flood analysis projects.
Effective wastewater management is essential for ensuring public health and environmental sustainability. This course dives deep into sanitary sewer modeling using OpenFlows SewerGEMS, a leading hydraulic modeling platform. You'll gain hands-on experience designing sanitary sewer systems that meet real-world infrastructure challenges.
Starting from the basics, the course familiarizes you with the SewerGEMS workspace and user interface. Step-by-step, you'll build complete gravity sewer network models, apply boundary conditions, and run hydraulic simulations using advanced solvers. The practical approach uses actual data sources and commonly faced scenarios.
Expanding beyond gravity systems, you will learn to integrate pumping stations into your models and analyze their effects on system performance. Both dry weather and extended period simulations incorporate weather variability to give a realistic view of system behavior under multiple conditions.
The workflow emphasizes automation to optimize model creation and data management. Leveraging tools like Model Builder, T-Rex terrain data extraction, and Load Builder, you will rapidly generate models from GIS and CAD data, assign loads, and validate results.
Further, you'll explore constraint-based design techniques to optimize sewer network layouts and sizing within engineering standards. Finally, an overview of Bentley's hydraulic and hydrology software suite provides insight into integrated solutions supporting water infrastructure projects.
Learning Objectives
By the end of this course, you will be able to:
Navigate and use SewerGEMS interface and tools confidently.
Build accurate gravity sanitary sewer models with appropriate data inputs.
Apply GVF Convex Solver and analyze simulation results under different conditions.
Integrate pumping systems and assess their impact on network flow.
Simulate dry and wet weather flow scenarios using Extended Period Simulation.
Automate model generation and data assignment using Model Builder, T-Rex, and Load Builder.
Apply design constraints and use automated optimization for sewer network layouts.
Understand Bentley’s hydraulic and hydrology tool ecosystem and licensing.
Who Should Take This Course
Civil and hydraulic engineers working on sanitary sewer and urban drainage projects.
Water and wastewater professionals involved in design, analysis, or system operation.
Design consultants and engineers interested in Digital Twin approaches for infrastructure.
GIS and CAD specialists focusing on hydraulic modeling workflows.
Civil, environmental, or hydraulic engineering students seeking practical skills.
Professionals aiming to model and analyze sewer systems with industry-standard tools.
Course Structure
Section 1: Getting Started with the Workspace
Familiarize yourself with SewerGEMS interface, tools, and navigation to confidently begin modeling sanitary sewer systems.
Section 2: Building Your First Gravity Sewer Model
Build a complete gravity sewer model, input data, run simulations, and analyze results for real-world scenarios.
Section 3: Introducing Pumping Systems into the Model
Extend gravity models by integrating pumps and analyze their impact on system flow and performance.
Section 4: Simulating Real Conditions with EPS
Model system performance over time with dry and wet weather patterns and analyze scenario differences.
Section 5: Automating Model Creation and Data Assignment
Use Model Builder, T-Rex, and Load Builder to rapidly generate models, assign terrain and loads, and verify results.
Section 6: Designing with Constraints and Automation
Apply design criteria and use automated tools to optimize sewer network layout and sizing.
Section 7: Exploring Bentley Water Solutions
Gain overview of Bentley’s hydraulic and hydrology tools and understand licensing within OpenFlows.
Why Take This Course
This course provides practical, industry-relevant skills to model and analyze sanitary sewer networks efficiently using SewerGEMS. By mastering both manual and automated workflows, you enhance your ability to design resilient infrastructure that meets regulatory and community needs.
The hands-on approach, featuring real-world data and scenarios, prepares you to detect hydraulic deficiencies early and optimize system performance. The inclusion of pumping systems and extended period simulations ensures comprehensive coverage of typical wastewater system challenges.
Automating model creation and data assignment accelerates project delivery and reduces potential errors, providing a valuable skill set for consulting engineers and municipal professionals alike.
Practical Benefits Include:
Streamlined work processes integrating CAD, GIS, and hydraulic modeling.
Enhanced confidence in interpreting hydraulic results for decision-making.
Capability to implement Digital Twin concepts benefiting infrastructure management.
Improved design accuracy and adherence to professional engineering standards.
Professional Context
Sanitary sewer modeling is a critical component of urban water infrastructure planning and management. Professionals in civil and hydraulic engineering roles must leverage advanced software tools to analyze complex hydraulic behaviors and optimize network designs.
Incorporating Bentley’s OpenFlows SewerGEMS into your skill set aligns you with current industry practices worldwide, supporting projects from preliminary planning through long-term operation and maintenance.
This course equips you with the knowledge and practical expertise needed to contribute effectively to sustainable wastewater infrastructure development and digital innovation in engineering workflows.