• Interconnected Ponds | Pipe Sizing

    RJRM
    RJRM
    Which modeling for the pipe sizing of Interconnected Ponds it can be used? Context Layout: Pond 1 --------------PIPE-----------Pond 2 Headwater: 1.00 Tailwater: 0.85 Qd: 89 cfs Lpipe around 100 m
    • 23 hours ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Error computing model in PondPack: "The maximum dimension exceeds limitation 32767 ..."

    Jesse Dringoli
    Jesse Dringoli
    Product(s): PondPack Version(s): 10.02.00.01 Area: Calculations Problem When attempting to compute a model in PondPack, the following user notification appears: "The maximum dimension exceeds limitation 32767 (the maximum…
    • 1 month ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • PondPack Engine Fatal Error for 'Scenario' Element Type "The maximum dimension exceeds limitation 32767"

    Christopher Petrucci
    Christopher Petrucci
    Working in PondPack and I just finished setting up my model. On my first run I got the following: I don't know what this error means. I deleted and re-setup the scenario but it didn't change. This is a large project and don't want to start over.
    • 1 month ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Baixando Softwares OpenFlows / Water Infrastructure

    Luca Santos Billis
    Luca Santos Billis
    Produto(s): WaterGEMS, WaterCAD, Hammer, SewerGEMS, SewerCAD, StormCAD, CivilStorm, FlowMaster, PondPack, CulvertMaster, OpenFlows FLOOD Versão(ões): Todas Visão Geral Este artigo fornece informações sobre como baixar produtos OpenFlows…
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki (Português)
  • Highest Flow Instability Indexes

    Shrouq Zakkar
    Shrouq Zakkar
    Hello, I am recently working on a model consisting of a stormwater network connected to an open detention pond whose flow is discharged to another system connected to a retention pond downstream. The maximum HGL shall exceed the rim elevation of the…
    • 2 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Assign elements and annotations to specific levels when a project is attached to a DGN in MicroStation

    Jesse Dringoli
    Jesse Dringoli
    Applies To Product(s): WaterGEMS, WaterCAD, HAMMER, SewerGEMS, SewerCAD, StormCAD, CivilStorm, PondPack Version(s): CONNECT Edition, V8i Environment: MicroStation Area: Layout and Data Input Problem…
    • 3 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pond Pack Freezing Problem

    José Díaz Camacho
    José Díaz Camacho
    Hi, Just of a sudden, when I try to run any existing Pond Pack Model, it freezes and I have to force close it.
    • 3 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Instability Results Modeling Interconnected Ponds with Outside Control Structure

    José Díaz Camacho
    José Díaz Camacho
    Hi, I’m trying to model two (interconnected ponds as show in the figure below. The whole catchment area will discharge into Pond-1, and then into Pond-2. The client has specifically requested to provide the control structure for runoff mitigation…
    • 4 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • User Notification: The structure invert xxxx ft is lower than the headwater minimum elevation xxxx ft.

    Scott Kampa
    Scott Kampa
    Product(s): CivilStorm, SewerGEMS, PondPack Version(s): CONNECT Edition Area: Modeling Problem A user notification is generated when computing a rating table: The structure invert xxxx ft is lower than the headwater minimum…
    • 5 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • PondMaker Problem

    Jose A DIAZ CAMACHO
    Jose A DIAZ CAMACHO
    Hi, While using the PondMaker feature in PondPack (CONNECT Edition Update 2_version 10.02.00.01) I'm getting stock at Step 4 when trying to add the Composite Outlet Structure. It says: "Index was outside the bounds of the array"
    • Answered
    • 6 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Opening Existing PondPack Project is Civil Storm

    José Díaz Camacho
    José Díaz Camacho
    Hi! I'm wondering if you can open existing PondPack project file in Civil Storm? Thanks,
    • 6 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • How to copy data from a profile or graph

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, SewerGEMS, CivilStorm, StormCAD, PondPack, SewerCAD, HAMMER, WaterCAD Version(s): CONNECT Edition, V8i Area: Output and Reporting Problem How can I copy graph or profile data so it can be pasted…
    • 6 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • PondPack - Pondmaker - Storage Estimate - Modifying Target Peak Outflow

    Adam Bendrick
    Adam Bendrick
    We are trying to create a pond storage estimate for a proposed site. We set up the catchment (area, c coefficients, tc, etc) and routed it through a no-volume pond. Our design storms are a 2-year, 10-year, 50-year, and 100-year storm, created from an…
    • Answered
    • 7 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • PondPack Differential between Peak Flow from catchment and peak flow to pond in

    Luke Montalvo
    Luke Montalvo
    I have a differential between my peak flow from my catchment and the peak flow to my pond (in). Shouldn't these be the same number? What would be the cause for this? See attached results summary to visualize what I am asking.
    • 7 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • PondPack not using 5 minute Intensity

    Luke Montalvo
    Luke Montalvo
    Why would my pre-development runoff rate be being calculated based on a 10 minute intensity when I have set the pre-development time of concentration to 5 minutes (in PondPack)?
    • 7 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • When I go to report builder and select a unit hydrograph summary to view. the header does not display the scenario. How do I get the scenario to display in the header for my reports?

    Kimmy Gebbia
    Kimmy Gebbia
    Pondpack V8i. The label, return event and storm events are displayed but not the scenario.
    • 8 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Default Engineering Library missing

    Jesse Dringoli
    Jesse Dringoli
    Product(s): SewerCAD, SewerGEMS, CivilStorm, StormCAD, WaterCAD, WaterGEMS, HAMMER, PondPack Version(s): CONNECT Edition, V8i Area: Libraries/Catalogs Problem The default engineering libraries appear to be missing…
    • 10 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Microsoft Visual C++ runtime versions installed with OpenFlows products

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, WaterCAD, HAMMER, SewerGEMS, SewerCAD, StormCAD, CivilStorm Version(s): CONNECT Edition Area: Installation Problem The Microsoft Visual C++ Runtime Redistributable versions 2008, 2010, 2012, 2013, and…
    • 3 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • PONDPACK SETTING CATCHMENTS AND PONDS ACTIVE AND INACTIVE

    Newman Bailey
    Newman Bailey
    I am currently working on modeling two ponds and am trying to get my catchments, ponds, outfalls to be active an inactive at the correct times. My pre basin should be active during the pre development storms and my post and ponds should be active during…
    • 10 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Water limit in StormCAD

    RJRM
    RJRM
    Situation: Modeling the connection in the picture, a 36'' concrete pipe with three manholes between Headwalls acting as Inlets and Outlet. I want to model it with a water limit in both (Inlet and Outlet) but it gives me the option to put the water limit…
    • 11 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Using the Time Browser

    Jesse Dringoli
    Jesse Dringoli
    Product(s): WaterGEMS, WaterCAD, SewerCAD, SewerGEMS, CivilStorm, PondPack Version(s): CONNECT Edition Area: Output and Results Problem What is the purpose of the Time Browser tool and how do I use it? Solution The…
    • 11 months ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • PondPack stopped computing a storm event

    Christopher Petrucci
    Christopher Petrucci
    Hello, I have a model setup that I've been working in for a few weeks. It includes multiple scenarios for different storm events (2, 10, 100) and up until today everything has been working fine. Today I updated a parameter in one of the catchments…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
  • Stormwater Drainage

    Pat Matkowski
    Pat Matkowski
    Feature-Based Onboarding Building Hydraulic Models from External Data Designing New Drainage Networks (Constraint-Based Design) Analyzing Existing Drainage Networks Detention Pond Design and Analysis (OpenFlows PondPack) Urban Flooding Water…
    • over 1 year ago
    • User Success Onboarding and Adoption
    • Onboarding and Adoption Wiki
  • Modeling a separate spillway (weir) and Riser in a pond

    Jesse Dringoli
    Jesse Dringoli
    Product(s): PondPack Version(s): CONNECT Edition, V8i Area: Modeling Problem What is the best way to model a pond that has a spillway (weir) that operates separately from (in parallel with) another outlet structure such as…
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Wiki
  • Pondpack Emergency Spillway Modeling

    Brian Nelson
    Brian Nelson
    I'm trying to model a composite outlet structure that has an orifice and a riser with a grate that acts as a relief for larger than designed storm events. I also want to include an emergency spillway that is offset from the structure itself and is simply…
    • Answered
    • over 1 year ago
    • OpenFlows | Water Infrastructure
    • OpenFlows | Water Infrastructure Forum
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