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  • Pond infiltration results appear to be incorrect on a pond with no outlet structure

    Product(s): PondPack, CivilStorm, SewerGEMS Version(s): CONNECT Edition Area: Output and Reporting Problem When modeling a pond with no outlet structure, the pond infiltration results appear to be incorrect. Solution …
  • Alterar o tamanho do símbolo, a altura do texto ou a largura da linha para elementos num modelo

    Aplica-se a Produto(s): WaterCAD, WaterGEMS, SewerGEMS, SewerCAD, StormCAD, CivilStorm, HAMMER, PondPack Versão(ões): CONNECT Edition, V8i Área: Modelagem Autor Original: Scott Kampa, Grupo de Suporte…
  • Interconnected Ponds | Pipe Sizing

    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
  • Error computing model in PondPack: "The maximum dimension exceeds limitation 32767 ..."

    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…
  • PondPack Engine Fatal Error for 'Scenario' Element Type "The maximum dimension exceeds limitation 32767"

    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.
  • Baixando Softwares OpenFlows / Water Infrastructure

    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…
  • Highest Flow Instability Indexes

    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…
  • Assign elements and annotations to specific levels when a project is attached to a DGN in MicroStation

    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…
  • Pond Pack Freezing Problem

    Hi, Just of a sudden, when I try to run any existing Pond Pack Model, it freezes and I have to force close it.
  • Instability Results Modeling Interconnected Ponds with Outside Control Structure

    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…
  • User Notification: The structure invert xxxx ft is lower than the headwater minimum elevation xxxx ft.

    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…
  • PondMaker Problem

    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"
  • Opening Existing PondPack Project is Civil Storm

    Hi! I'm wondering if you can open existing PondPack project file in Civil Storm? Thanks,
  • How to copy data from a profile or graph

    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…
  • PondPack - Pondmaker - Storage Estimate - Modifying Target Peak Outflow

    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…
  • PondPack Differential between Peak Flow from catchment and peak flow to pond in

    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.
  • PondPack not using 5 minute Intensity

    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)?
  • 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?

    Pondpack V8i. The label, return event and storm events are displayed but not the scenario.
  • Default Engineering Library missing

    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…
  • Microsoft Visual C++ runtime versions installed with OpenFlows products

    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…
  • PONDPACK SETTING CATCHMENTS AND PONDS ACTIVE AND INACTIVE

    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…
  • Water limit in StormCAD

    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…
  • Using the Time Browser

    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…
  • PondPack stopped computing a storm event

    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…
  • Stormwater Drainage

    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…