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The SWMM3 Orifice Test File: A Historical Reference for Modern Hydraulic Modeling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
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