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OpenFlows | Water Infrastructure Forum
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Applicable products: CivilStorm , CulvertMaster , FlowMaster , HAMMER , PondPack , SewerCAD , SewerGEMS , StormCAD , WaterCAD , WaterGEMS , FLOOD , WaterSight
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All recent questions
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Suggested Answer
Two or more different inputs of tide data.
0
186
views
4
replies
Latest
1 hour ago
by
Cristian Santander
Answered
Transient analysis of pump- turbine in pumped storage hydropower project.
0
58
views
3
replies
Latest
6 hours ago
by
Manoj Shrestha
Suggested Answer
Negative pressures in HAMMER
0
246
views
10
replies
Latest
7 hours ago
by
Scott Kampa
Discussion
Customer Meter Synopsis as at 2024
68
views
1
reply
Latest
8 hours ago
by
Scott Kampa
Answered
non balder type hydro pneumatic tank extended node curves are strait line
0
226
views
8
replies
Latest
14 hours ago
by
Scott Kampa
Suggested Answer
How do I input my shapefiles and Digital Elevation in Sewergems Update 4 and align it with bingmap with the goal of simulating urban flooding?
0
670
views
29
replies
Latest
15 hours ago
by
Jesse Dringoli
Suggested Answer
regd openflows hammer
0
59
views
1
reply
Latest
15 hours ago
by
Ankit Kulkarni
Suggested Answer
sir i have a problem for surge protection of three stages of pumping.
0
66
views
1
reply
Latest
16 hours ago
by
Ankit Kulkarni
Suggested Answer
Pipe indicates 0 flow
0
102
views
3
replies
Latest
4 days ago
by
Ben W
Not Answered
How to connect to SQL Server using SCADA Connector
0
75
views
2
replies
Latest
4 days ago
by
Ben W
Suggested Answer
Problem with Darwin designer in OpenFlow WaterGEMS Connect Edition.
0
182
views
5
replies
Latest
4 days ago
by
Luca Santos Billis
Suggested Answer
Turbine curve
0
96
views
2
replies
Latest
4 days ago
by
Jesse Dringoli
Suggested Answer
SewerGems Connect version 10.04.00.158 | 2D modelling Result
0
283
views
9
replies
Latest
4 days ago
by
Scott Kampa
Suggested Answer
Module Waves Mohid Water
0
134
views
2
replies
Latest
4 days ago
by
Yoda M.
Discussion
PRV and isolating boundaries
72
views
2
replies
Latest
4 days ago
by
Tom Walski
Suggested Answer
Wet well with pump
0
130
views
2
replies
Latest
4 days ago
by
Praveen Vasudevan
Suggested Answer
Error Pump fixed target flow is too low to require the pump to operate
0
120
views
4
replies
Latest
5 days ago
by
Scott Kampa
Suggested Answer
关于涡轮的转速,为什么只能显示12秒呢,不能算到恒定不变,因为关阀后,时间足够长的情况下,应当是先上升后归为0的
0
78
views
1
reply
Latest
5 days ago
by
Jesse Dringoli
Answered
Tank and gravity flow water suply
0
281
views
10
replies
Latest
5 days ago
by
Rahmad Saputra
Answered
What's the difference between local and derived minor loss in a watergems model?
0
103
views
3
replies
Latest
5 days ago
by
Luca Santos Billis
Suggested Answer
Wet well - Hydraulic Reviewer
0
133
views
3
replies
Latest
5 days ago
by
Praveen Vasudevan
Suggested Answer
您好,涡轮的使用我不太会想问一下我这个算出来为啥流量这么小呢,而且是即时拒绝负荷,但是是在10s后才关阀,理应恒定很大的,但是算出来水头也很小
0
112
views
2
replies
Latest
6 days ago
by
雨 周
Discussion
inserting a ground storage tank into a model that has elevated tanks
122
views
4
replies
Latest
6 days ago
by
Richard Noakes
Suggested Answer
EPA SWMM Run off method
0
94
views
1
reply
Latest
6 days ago
by
Jesse Dringoli
Suggested Answer
Ascertaining the maximum hydraulic grade when we have a pump and wetwell modelled in civilstorm
0
312
views
11
replies
Latest
10 days ago
by
Nagarajan GB
Answered
EPS hydraulic model with multiple tanks
0
248
views
7
replies
Latest
11 days ago
by
Ben W
Suggested Answer
Index - 1 is either negative or above rows count (Error prompt)
0
392
views
4
replies
Latest
11 days ago
by
Jesse Dringoli
Suggested Answer
Hydropneumatic tank draining
0
154
views
3
replies
Latest
11 days ago
by
Jesse Dringoli
Answered
WaterGEMS/WaterCAD Fundamentals Part 5: Workshop 2 (Importing Basic Model Data)
0
276
views
8
replies
Latest
12 days ago
by
Konard Adams
Answered
Tank fills from top does not get the inlet and outlet flow balance in EPS run.
0
444
views
17
replies
Latest
12 days ago
by
Ben W
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