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Historical SWMM 5 and SWMM 4 Engines and Examples

Subject:  Historical SWMM 5 and SWMM 4 Engines and Examples   The web site has http://swmm5legacycode.ning.com/  historical SWMM 5 installs, SWMM 5 input file examples and SWMM 4 input files and engines.   The SWMM 4 engines go back to SWMM 3.5…
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Robert Dickinson commented on Robert Dickinson's group SWMM4 Input Files
"Subject:  Historical SWMM 5 and SWMM 4 Engines and Examples   The web site has http://swmm5legacycode.ning.com/  historical SWMM 5 installs, SWMM 5 input file examples and SWMM 4 input files and engines.   The SWMM…"
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SWMM5.NET

15 GPM 1985 1D Components in InfoSWMM 2D 3 Types of Manholes in SWMM 5 and InfoSWMM 3 Types of Subcatchment Flow in SWMM 5 A Basic InfoSewer Wet Well A feedback loop involves four distinct stages A rise in Pipe Inverts Across a SWMM 5 Node A…
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Robert Dickinson commented on Robert Dickinson's group Stream of Information
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Robert Dickinson commented on Robert Dickinson's group Weather
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"Poor neighborhoods have fewer trees, as these jarring satellite photos reveal.: http://www.treehugger.com/economics/how-spot-income-inequality-space-look-trees.html"
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Robert Dickinson commented on Robert Dickinson's group Weather
" Climate Change is Frying Our Cities Rising temperatures are set triple the heat-related deaths in cities across the U.S., a new report finds. Cities need to fight back."
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RSA Animate - The Power of Networks

In this new RSA Animate, Manuel Lima, senior UX design lead at Microsoft Bing, explores the power of network visualisation to help navigate our complex moder...
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Robert Dickinson commented on Robert Dickinson's group ExtraVariables
"Update of May, 20012 Epaswmm5.exe swmm5.dll"
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Robert Dickinson commented on Robert Dickinson's group Stream of Information
"Ocean Currents "
Sunday
Robert Dickinson replied to Robert Dickinson's discussion How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5?
"Subject:   Link Iterations in the SWMM 5 Dynamic Wave Solution   Each of the links in the SWMM 5 network can use up to 8 iterations to reach convergence during a time step in the dynamic wave solution of SWMM 5.  The rules…"
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Saturday
Robert Dickinson posted a discussion

How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5?

Subject:   How is the St Venant Equation Solved for in the Dynamic Wave Solution of SWMM 5? An explanation of the four St. Venant Terms in SWMM 5 and how they change for Gravity Mains and Force Mains. The HGL is the water surface elevation in the upstream and downstream nodes of the link. The HGL for a full link goes from the pipe crown elevation up to the rim elevation of the node + the surcharge depth of the node.  The four terms are: dq2 = Time Step * Awtd * (Head Downstream – Head Upstream)…See More
Saturday

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Alessandro Spinelli
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Latest Activity

Alessandro Spinelli left a comment for cianfri
"Ciao Andrea, grazie per il suggerimento. Sono stato fuori per lavoro ma ora mi rimetto a studiare il software. Se dovessi avere qualche dubbio mi permetterò di disturbarti ancora. Saluti. Alessandro"
Jun 14, 2011
cianfri left a comment for Alessandro Spinelli
"Io per semplicità di utilizzo, modello sempre con ietogrammi rettangolari (intensità costante) o triangolari. In sostanza prendo le curve di possibilità pluviometrica calcolate con Gumbel in base alle serie storiche, e ricavo lo…"
Jun 7, 2011
Alessandro Spinelli left a comment for cianfri
"Ti ringrazio tantissimo. Allora, la simulazione che sto implementando riguarda una zona portuale totalmente impermeabilizzata di cui è stata progettata la rete di raccolta delle acque meteoriche che ora va dimensionata e verificata. La prima…"
Jun 7, 2011
cianfri left a comment for Alessandro Spinelli
"Certo, per quel che posso.   Ciao, andrea"
Jun 7, 2011
Robert Dickinson left a comment for Alessandro Spinelli
"Welcome Alessandro!"
Jun 6, 2011
Alessandro Spinelli left a comment for cianfri
"Salve, ho iniziato a utilizzare SWMM. Posso contare sul tuo aiuto? Saluti. Alessandro"
Jun 6, 2011
Alessandro Spinelli is now a member of SWMM5 - Stormwater Management Model
Jun 6, 2011

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Comment Wall (3 comments)

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At 2:03pm on June 7, 2011, cianfri said…

Io per semplicità di utilizzo, modello sempre con ietogrammi rettangolari (intensità costante) o triangolari.

In sostanza prendo le curve di possibilità pluviometrica calcolate con Gumbel in base alle serie storiche, e ricavo lo ietogramma di progetto per alcuni tempi di pioggia (la scelta dipende dalle caratteristiche di corrivazione del bacino).

Non compilo le time series direttamente nel software, ma creo tanti files .dat tanti sono i tempi di pioggia che intendo modellare. LI edito con excel e hanno forma del tipo:

 

03/11/2009 00:00 341.6

03/11/2009 00:01 341.6

03/11/2009 00:02 341.6

 

che ad es. rappresenta uno ietogramma rettangolare per una durata di pioggia di 2min di intensità pari a 341 mm/hr.

Nei dati del rain gage utilizzo come Rain format - Intensity e come Time Interval - 0:01 (ovvero il minuto).

Questo come impostazione di massima.

 

Ciao,

andrea

At 3:37am on June 7, 2011, cianfri said…

Certo, per quel che posso.

 

Ciao,

andrea

At 7:04am on June 6, 2011, Robert Dickinson said…
Welcome Alessandro!
 
 
 

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