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OpenFlows | Hydraulics and Hydrology
OpenFlows | Hydraulics and Hydrology Forum
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Applicable products: CivilStorm , CulvertMaster , FlowMaster , HAMMER , PondPack , SewerCAD , SewerGEMS , StormCAD , WaterCAD , WaterGEMS , FLOOD , WaterOPS, WaterSight
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Discussion
Important License Update for OpenFlows Users
142
views
0
replies
Started
1 month ago
by
Jesse Dringoli
Suggested Answer
Relationship between hydraulic grade and head
0
315
views
27
replies
Latest
3 hours ago
by
Jesse Dringoli
Answered
"Demand Distribution (Start) (%)" field
+1
23
views
3
replies
Latest
5 hours ago
by
Scott Kampa
Suggested Answer
No flow coming out of pump when I have the pump set on and FCV active
0
96
views
11
replies
Latest
6 hours ago
by
Michael Willis
Suggested Answer
pump definition coefficient a and b
0
34
views
3
replies
Latest
10 hours ago
by
Jesse Dringoli
Suggested Answer
pump flow in relation of Tank
0
35
views
1
reply
Latest
12 hours ago
by
Sushma Choure
Answered
WaterGEMS System Head Curves
+1
72
views
4
replies
Latest
1 day ago
by
Youssef Al Fahham
Answered
hammer
0
55
views
3
replies
Latest
1 day ago
by
Scott Kampa
Suggested Answer
Pumps in parralel
0
28
views
1
reply
Latest
1 day ago
by
Jesse Dringoli
Suggested Answer
Extreme negative pressures and hydraulic grades
0
83
views
4
replies
Latest
1 day ago
by
Jesse Dringoli
Suggested Answer
StormCAD - Is that a way that I can set the downstream pipe as full flow as an assumption? I would like to make this assumption for my HGL calculation so I do not have to model all downstream pipes since I do not have sufficient information.
0
51
views
5
replies
Latest
1 day ago
by
Tom Walski
Suggested Answer
Modifying Graphs inside a Calculation Summary Report
0
43
views
3
replies
Latest
1 day ago
by
Gary Adams
Answered
Fluctuating Water Tower Levels?
0
85
views
8
replies
Latest
2 days ago
by
Allison Atkinson
Suggested Answer
WaterGems object reference. Could not open model
0
28
views
1
reply
Latest
2 days ago
by
Scott Kampa
Suggested Answer
How to control PRV to maintain a constant target pressure at a node?
0
75
views
3
replies
Latest
2 days ago
by
Sushma Choure
Suggested Answer
How to prepare of Final Drawing in Template
0
41
views
1
reply
Latest
5 days ago
by
Jesse Dringoli
Suggested Answer
Currently all pipes in my model are connected center-to-center between the structures instead of edge-to-edge. Is there a way that I can change it to edge-to-edge between structures?
0
136
views
9
replies
Latest
5 days ago
by
Jesse Dringoli
Suggested Answer
I am prepared for the model in sewercad, this model in how to identified manhole size & type A,B,C,D, etc
0
55
views
2
replies
Latest
5 days ago
by
Jesse Dringoli
Suggested Answer
Explicate (SWMM Solvers)
0
46
views
1
reply
Latest
5 days ago
by
Scott Kampa
Answered
Hello ,Is there a way to calculate the flow of nodes accurately?
0
74
views
3
replies
Latest
5 days ago
by
Jesse Dringoli
Suggested Answer
System curve
0
88
views
5
replies
Latest
5 days ago
by
Jesse Dringoli
Suggested Answer
SewerGems model
0
48
views
1
reply
Latest
5 days ago
by
Sushma Choure
Suggested Answer
transition from pressure system to gravity system
0
67
views
4
replies
Latest
5 days ago
by
Tom Walski
Suggested Answer
No outflow from surge tank during turbine load acceptance
0
45
views
2
replies
Latest
5 days ago
by
Jason Paraggua
Not Answered
Storm water network modelling in WaterGEMS
0
52
views
1
reply
Latest
6 days ago
by
Jesse Dringoli
Suggested Answer
Integration CAD 2020 and sewercad not working
0
57
views
1
reply
Latest
6 days ago
by
Scott Kampa
Suggested Answer
Calculated Trace vs Water Quality Batch Run discrepancy
0
182
views
10
replies
Latest
6 days ago
by
Michael Willis
Answered
Sewergems and OpenRoads drainage and utilities compatibility
0
61
views
1
reply
Latest
7 days ago
by
Larry Abla
Answered
drop in manholes where there no change in diamters
0
166
views
9
replies
Latest
7 days ago
by
Scott Kampa
Suggested Answer
Hammer Error Message for Surge Tank
0
82
views
2
replies
Latest
7 days ago
by
Jason Paraggua
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