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

3 Apr

Understanding Pipe Surcharge States in InfoWorks 🌊📏 ICM

By Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG ICM Understanding Pipe Surcharge States in InfoWorks 🌊📏 ICM No Comments

Understanding Pipe Surcharge States in InfoWorks 🌊📏 ICM

Pipe Not Surcharged

Value: --
Description: In this state, the water level is safely below the soffit level at both ends of the pipe. It signifies that the flow conditions are within normal ranges, with no risk of overflow or

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3 Apr

Here is a list of ten ways I use the various AI programs to understand and explain Ruby, C and Fortran code for SWMM5 and Other modeling.

By Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG ICM , ICM_SWMM C and Fortran code for SWMM5 and Other modeling., Here is a list of ten ways I use the various AI programs to understand and explain Ruby No Comments

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3 Apr

#ICM #SQL to determine the minimum, maximum, count, sum, and peak timings of hydraulic conduit parameters at the upstream and downstream ends of the link

By Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG ICM #ICM #SQL to determine the minimum, and peak timings of hydraulic conduit parameters at the upstream and downstream ends of the link, count, maximum, sum No Comments

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17 Feb

Inlets in ICM InfoWorks and the Impact of Base Flow

By Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG Autodesk , ICM Inlets in ICM InfoWorks and the Impact of Base Flow No Comments

> Inlets in ICM InfoWorks and the Impact of Base Flow

The flow into a curb opening inlet is determined by multiplying the efficiency of the inlet by the upstream (u/s) flow in the channel connected to it. This means that the inlet captures a portion of the water flowing … Read the rest

16 Feb

Making Houses in Autodesk Forma

By Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG Autodesk Making Houses in Autodesk Forma No Comments

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11 Feb

A SWMM5 C Code Story about the Link St Venant Solution

By Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG ICM_SWMM , Inside SWMM5 , SWMM5 A SWMM5 C Code Story about the Link St Venant Solution No Comments

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ICM SWMM & ICM InfoWorks, SWMM5

Author: Storm/Sewer Modeler with a 45 yr association with EPASWMM. Now at Autodesk supporting InfoWorks ICM_SWMM Founder http://robertdickinson.org, Chair/TAC at http://CIMM.ORG

Using #SQL to understand #ICM #SWMM network options

A non-ruby article that employs #ICM #SQL to determine the minimum, maximum, count, sum, and peak timings of hydraulic conduit parameters at the upstream and downstream ends of the link.

Categorizing Conduit Lengths Using Bucketing in SQL for ICM InfoWorks and SWMM Networks

Horton and Green-Ampt Models for estimating Soil infiltration

Horton and Green-Ampt models for estimating soil infiltration