Hello ! I'm getting this error after running my network. "Capacity for Inlet 11B Exceeded Bypass Flow Unassigned" Does anybody know what this error means and how to fix it ? Any suggestion is highly appreciated. Thanks. RE

Current Version: Power GEOPAK V8i (SS10) I am in the process of starting a new drainage design and am trying to determine the most efficient workflow in order to provide the following: - 2D Drainage Layout - Inlet and Pipe Computations - Drainage…

I am working in MicroStation Power GEOPAK V8i. I have a terrain file, existing ground, corridors, etc. all working no problem. I am attempting to model in a detention pond for a storm sewer design. The current iteration for the "pond" will be a detention…

I'm using Geopak Drainage on MicroStation SS4. I noticed that the values reported for "Total Loss at Upstream of Link" do not appear to be using the loss equations listed in the Help Documents for Geopak. Is this a known issue? I've calculated the Terminal…

Is it possible to add sewer lines that do not fall within the limits of the reference TIN in Geopak Water & Sewer? For example, I have existing sanitary sewer lines (with known inverts) that extend beyond the limits of the TIN, but the program will not…

I have a ddb file that i would like to add some items to to show existing pipe as a different linestyle but it seems to be password protected. Is there any way to remove this password?

Hi, I have been using Geopak for a project where I need to change some of the areas that I assigned to some inlets. I changed those areas in the dgn and then I used the area tools to assign them to the inlets. Those inlets it might have or not areas…

OpenRoads for SEAPac Special Interest Group; Subsurface Utilities Drainage and Analysis in OpenRoads Designer – Part 1 Host: Paul Cusack, Presenter: Alan Benger 3 July 2019 - 11:00 AM AEST Register Now Join industry colleagues for this OpenRoads…

ref: https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/147484/drainage-design-options I am looking for a summary of products that Bentley offers on design of drainage systems. I have been searching…

I am using geopak drainage and have proposed pipes and catch-basins/inlets. How can I create a drainage structure schedule using geopak or something close to it? Thanks

Storm drain network was done in geopak, however am not very familiar with geopak and only use Inroads Storm and Sanitary. I have the geopak .gdf file, but can i open it in Inroads? That is, can I import geopak drainage file into Inroads? -Ken

I have been trying to use the watershed delineation tool with the SS2 geopak v. 8.11.07.494 and microstation v. 8.11.07.443 but whenever I do, it doesn't analyze the area right. I had a trainer come to my company last week and he had SS3. When he…

I am a longtime user of GEOPAK Drainage, and I have always been a little confused on what methodology Drainage uses for junction losses. Specifically, what are "Method 1" and "Method 2" under Drainage Preferences...Junction Losses...Simple and Complex…

I am trying to use the Drainage Labeler but the dialog box shrinks and I can't expand it. See screencaps below. I actually have to Save and reopen Drainage to get the dialog box back open to be able to chose a different style. Anybody else having…

I have a project with two miles of interstate both north and southbound. The state is worried about hydroplaning so we used a mobile lidar system to obtain the surface information. I created a surface from the collected points and ran the "drainage patterns…

Generating stormwater conveyance system profiles. We set up a custom drainage library, created and analyzed a network. When generating a profile of the network the nodes are shown as single lines. I haven't been able to determine where I need to define…

To Whom it May Concern, I just realized that Drainage draws crossing pipes in profiles incorrectly. The ellipses get drawn with the crown at the proposed invert and I have to manually move them up to the correct elevation. I just wanted to bring someone…

Can anyone explain why items from other Networks are listed when Designing or Analysing a Network within Drainage? On a related note, are there any plans to enhance this error reporting system to help pinpoint issues? Thanks, Aaron

My company is trying to develop a way to utilize the intelligent Civil 3D Pipe Networks, but we are required by most of our clients to display all of our data in a 3D model in Microstation. I am trying to create a workflow to convert Civil 3D 2012 Pipe…

I have a StormCAD network which I am trying to export into PowerCivil, however I get the following error message: " Project cannot export to drainage file. The project must contain all catalog references for catch basins." How do I rectify this…

I'm trying to create a standard drop inlet with open sides for use in GeoPAK drainage. The one I'm using is similar to this: ftp://ftp.dot.state.tx.us/pub/txdot-info/cmd/cserve/standard/bridge/ilhste02.pdf My issue is that the DLB…

When I do a GEOPAK Drainage "Network Design", the progress bar quickly jumps to 80% and seems to hang there for quite some time. For the particular network that I am working on it takes 3.5 minutes to finish after getting to 80%. It feels much longer…