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  • InRoads 2004- Problem with modeling a bike path around a pond area-contours not right inside the pond

    I am currently doing the InRoads Site Basics, 2004 Edition 8.5 training from Bentley LEARN Server, Since my InRoads is V8.8, so some functions are different than the tutorial. Here is my problem: I have a surface merged from existing surface, pond…
  • PondPack V8i question

    I've used pondpack for many years but am new to V8i. I keep getting the following error message: -1 "Predeveloped" "Pond" "44" "Basin 1" (N/A) "The pond elevation column needs to be entered in ascending order." Precalculation It appears that my…
  • Re: Pond curve elevation-volume in CivilStorm

    Hello Leonard, I am a bit unclear on your questions, but I will talk about a few things that I think might be relevant. First, there have been three major new releases of CivilStorm since version 08.09.26.17. The latest one is 08.11.02.62, and is…
  • Using CivilStorm, StormCad and PondPack with InRoads and Microstation

    Working a roadway project including multiple pipe networks, detention basins, infiltration basins, channels, and culverts. Need to streamline the hydraulic and hydrologic analysis. Using Power InRoads V8i for site/roadway design. Considering using CivilStorm…
  • PondPack: Error: Number out of range

    Error Message: "Number out of range. Looking for value that is less than lowest table value. Looking for 57.688 ft. Lowest table value 58.000 ft." I can't find the setting which is making this model look for elevation 57.688. There is a composite outlet…
  • Modeling Mulitple Ponds in Series

    I'm trying to model a set of small ponds each connected in series. The ponds recieve water from their respective drainage basins, and from water overtopping or seeping from the upstream ponds. The ponds would overtop through a weir after achieving max…
  • Re: Problem modeling pond outlet structure - SewerGEMS

    Hello Jason, SewerGEMS computes a EQTW table for the pond outlet structure, which is used to determine the outflow for a given headwater and tailwater. So, the tailwater from the conduit should be accounted for. If the grates in your outlet structure…
  • PondPack: Varying the Time-Elevation Curve at an Outfall

    What is the best way to model a different time-elevation curve at an outfall for each different storm event? PondPack V8i
  • POND PACK INSTALLATION ISSUE

    I am trying to install Pond Pack by pondpack.msi I am getting an error message which terminates installation: "1: The InstallScript engine is missing from this machine. If available, please run ISScript.msi, or contact your support personnel for…
  • Ponds in series?

    I'm new to PondPack V8i but was fairly familiar with PondPack 10. Here's what I need to do: I'm modeling a large basin draining to a proposed culvert that I'm modeling as a pond to see how high the headwater will reach. I have a small basin (developed…
  • PondPack V8i: Time vs. Elevation

    When modeling a simple pond with free outfall, PondPack produces a time vs. elevation report for the pond. When modeling a pond with a TW-Elev curve at the outfall, PondPack does not produce a time vs. elevation report for the pond. How do I get the time…
  • WaterCAD for Reclaimed Water

    Any suggestions on how to model a reclaimed water system that delivers water to multiple (bulk) storage ponds? Each pond has a level control and a pressure staining valve. Is there a way to simplify this model, I can't justify trying to model all the…
  • Re: PondPack V8i - Orifices in series??

    Hello Josh, Yes, Pondpack can model orifices in series. Since you had also submitted your question to technical support, I took a look at your model and diagram and found the problem.Basically you need to have the 7" orifice and "upstream culvert…
  • Re: stage discharge for a pond

    Yes, the stage-discharge table can be entered as a user-defined rating curve in a composite outlet structure connected to a pond. The stage-storage would be entered in the pond itself, by selecting elevation-volume as the pond volume type.
  • Re: PondPack - Outlet Control Structures

    See below thread: http://communities.bentley.com/products/hydraulics___hydrology/f/5925/t/64355.aspx The riser component has a built-in weir, so there is no need to enter a separate weir component in your outlet structure. When water spills over…
  • Moving from older PondPack versions to CONNECT Edition

    Applies To Product(s): Pondpack Version(s): CONNECT Edition, V8i Area: Modeling Original Author: Jesse Dringoli, Bentley Technical Support Group Introduction The purpose of this article is to guide users who…