To calculate and visualize parameters that are not reported as an attribute or results field in InfoWorks ICM, you can use SQL expression to create a custom field.
For example, freeboard is measured as the distance from the ground of the manhole to the water level inside. Defined as … Read the rest
Loaded 24 Documents posts
Your document has finished loading
[
Consolidating Multiple SWMM Networks into a Single Network
10 pages
Your document has finished loading
[
Using Punch Cards to Run SWMM 2 and SWMM3
36 pages
Your document has finished loading
PostsCommentsVideosImagesMore
Loaded 128 Articles posts
[
The Many Avenues of Ruby Help in the ICM Online Help File—Hint for AI Usage
1/ Ruby Introduction In the ICM Online Help File You can print any of these pages and use them with most of the AIs. Or copy and paste the
The original SWMM Manual from 1971—it came in four volumes, including the source code. They all date from 1971 and describe the earliest published volumes of the Storm Water Management Model (SWMM), developed through a partnership of Metcalf & Eddy, Inc., … Read the rest
SWMM History
SWMM 4
SWMM 3
SWMM3
SWMM2
SWMM1
swmm-1-volume-iv-program-listing.pdf
InfoSewer
… Read the restArticles
](https://www.linkedin.com/in/robertdickinson/)
Autodesk Water Technologist for Storm Sewer and Flood | Expert in ICM InfoWorks ICM SWMM/Ruby | 18 Years at Innovyze/Autodesk | 51 Years with EPASWMM
February 9, 2025
… Read the rest1/ Ruby
 |
|
STORM WATER MANAGEMENT MODEL
QUALITY ASSURANCE REPORT:
Dynamic Wave Flow Routing
By
Lewis A. Rossman
Water Supply and Water Resources Division
National Risk Management Research Laboratory
Cincinnati, OH 45268
NATIONAL RISK MANAGEMENT RESEARCH LABORATORY
OFFICE OF RESEARCH AND DEVELOPMENT
U.S. ENVIRONMENTAL PROTECTION AGENCY
CINCINNATI, OH 45268
DISCLAIMER… Read the rest
As SWMM5 is a link node network, the area of a Storage Node is both the area of the Wet Well and typically ½ the surface area of the connecting links. There is no surface area for the Pump(s) downstream of the Wet Well (Storage) but the area of … Read the rest
The SWMM3 Orifice Test File: A Historical Reference for Modern Hydraulic Modeling
This test file holds special historical significance in the development of stormwater modeling. Originally published in the 1981 EXTRAN 3 manual by CDM (now CDM Smith), it was specifically designed to validate orifice calculations in hydraulic networks. The … Read the rest
Autodesk Water Technologist for Storm Sewer and Flood | Expert in ICM InfoWorks ICM SWMM/Ruby | 18 Years at Innovyze/Autodesk | 51 Years with EPASWMM
September 9, … Read the rest
Diamond Village is one of the University of Florida’s long-standing graduate and family housing communities, known for its close-knit atmosphere and the unique civic structure that encourages resident leadership. Over the decades, Diamond Village has … Read the rest
While recently organizing my garage, I discovered an intriguing poster I'd created comparing the 1D St Venant Terms between SWMM4 and SWMM5. Originally crafted in Microsoft Publisher for the 2007 Urban Runoff Modeling Conference at Humboldt State University, this poster presented a compelling analysis of hydraulic solutions. Though the original … Read the rest
This Ruby script is designed for use within InfoWorks ICM to associate subcatchments with the nearest node with the lowest ground level among five nodes. It performs several tasks to facilitate this connection between subcatchments and nodes in … Read the rest
To compare and contrast the Horton and Green-Ampt models for estimating soil infiltration, we need to understand the key aspects of each model, focusing on their application in sandy loam soil. Both models are used in hydrology to estimate the rate at … Read the rest
