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  • LNAPL and DNAPL to Log

    I am making an internal block header trying to add the light non-aqueous phase liquid (LNAPL) level after drilling. I have tried to add "LNAPL" and "DNAPL" to my Water Level Event Library Data, but my associated text does not pull the data to the log…
  • How Water meters will conserve daily use of water

    Watflux are global leaders in manufacturing of Water Meters, Digital Water Meters, Domestic household water meters, Intermittent water meters, Manual water meters, Residential water meters. Water meters are essential to a utility for a few reasons: They…
  • How to model discharge to atmosphere point

    HI, I'm working on my college project (The project is a plumbing system to drain a 1-m3 tank in the shortest time ). I use the discharge to atmosphere element at the end of the project but I'm really confused with this element's input data like [Flow…
  • OpenRoads subsurface utilities-Importing water model

    Dear all, I have a query regarding importing water network via model builder. I exported the water model in excel format, then in model builder wizard - 1) while importing junction excel , which Feature Definition ( FD ) for junctions i have to…
  • gINT: visualisation of multiple surface casings in boreholes

    Hi there, I am trying to display a bore log with two surface casings: -1 larger diameter surface casing is cemented to 6m -1 smaller diameter surface casing is cemented to 53m I would like to be able to visualise the cement in the gaps which are…
  • Pondpack Maximum Water surface elevations issue - 2yr, 10yr, and 100yr at pond bottom?

    I am modeling a pond in Pondpack (Pondpack v8i). The pond bottom is at elevation 1054 and 6ft to top of berm. I have a control weir at 1057 and riser at 1058. When i run the model, the output results show that 2yr, 10yr, and 100yr storm event at WSE of…
  • Hydrogen Sulfide Modeling in Sewergems

    Dear Folks , I have run a model with Hydrogen sulfide analysis , after made the analysis i got the result for H2s in and out concentration , my question is : do we have a limit for H2S concentration in sewer pipe line ?? or do we have a code or standard…
  • gINT Civil Tools - Plot Water Levels and Filter by Depth-Related Property

    I'm trying to plot water depths but my advance filter is not working. In our gINT database - monitoring records contain WDEP - Depth to Water and DBSE - Depth to base of installation monitoring record. I'm trying to plot the WDEP ONLY so I added…
  • Modeling water hammer protection with a synchronous bypass valve.

    Hello everyone, I'm trying to model a water hammer protection for a small hydro-power plant with 2 Francis turbines. I want to simulate protection from water hammer using a synchronous bypass valve that's connected to the gate mechanism of the turbines…
  • Hydromax default water density

    Hi When we are performing hydrostatic or stability analysis on Hydromax stability module , The module automatically assumes that the ship is in salt water. The water density of the report can be seen 1.025 T/m^3. But I am designing a small vessel that…
  • LumenRT: How to change the flow direction of water materials?

    All pools and water materials attached to objects seem to flow to the west no matter the rotation of the object. Is it possible to change the flow direction? Is this set within water material .mat file or hardcoded within LumenRT?
  • 海思德水力水文维基

    本Wiki 包含丰富的信息,可帮助您成功的使用 Bentley 公司的海思德产品,这些产品包括: WaterCAD,WaterGEMS,HAMMER,SewerGEMS,SewerCAD,StormCAD,CivilStorm,PondPack,FlowMaster,CulvertMaster 使用顶部的搜索栏来查找技术文章,常见问题与解答,以及各种技术问题和问题的答案。 以下是一些值得注意的技术说明和常见问题解答 重要链接 在奔特力免费注册 我们的优酷频道 ( 各种学习及产品介绍小视频…
  • Water Level for BH sticks out of the monitoring record table.

    Hi I am writing an IF statement to extract max and min of the water depth from the monitoring record table.The monitoring table have some other gas monitoring related data however I am interested in filtering it by WDEP (water related monitoring) type…
  • Netsys Chilled Water Pipe Sizing error/glitch

    Hi All, I'm trying to calculate the pressure drop for a chilled water system which starts with 250mm diameter pipe and reduces in size before it reaches the emitters. The issue i'm having is that even though I've fixed the pipework size for flow and…
  • Tech Talk: Reducing Brownfield Design Costs of Water and Wastewater Treatment Plants with Reality Modeling

    Join Bentley senior solution consultant, Shaun Severin, to discuss how you can reduce costs and project time by utilizing reality modeling on your next brownfield water or wastewater treatment plant project. Shaun will show you how reality modeling…
  • design of branched network by darwin designer.

    Dear All, I am designing a network with help of darwin designer. It is a branched network (no loops). Darwin designer is giving erratic result with lesser diameter in upstream and higher diameter in down-stream pipes. Can anyone suggest me what should…
  • Water Density Specification

    In the main menu it says metres and Kilonewtons where as in the general tab for water mass density not sure what to apply either kg/m3 or kN/m3 ? If we apply in kN/m3 the wave output shows 10.2 kg/m3 which is not right . It is the water mass density…
  • Ribbon Interface for CONNECT Edition products

    Applies To Product(s): SewerGEMS, CivilStorm, StormCAD, SewerCAD, WaterGEMS, WaterCAD, HAMMER Version(s): 10.00.XX.XX Original Author: Mark Pachlhofer, Bentley Technical Support Group Why use the Ribbon…
  • Introduction to Water and Storm Sewer products for ArcGIS Integration and Advanced Discussion

    I’m a senior support engineer for product success and I’ve been working with ArcGIS software for about 10 years. I started with some courses in grad school at the University of New Haven and quickly developed an affinity with the products. After a year…
  • Considering the Green Water Effect

    Q: Can MOSES consider the Green Water Effect? REV 6.02 A: This depends on exactly what you mean by "Green Water Effect". If you include a #plate or use pgen -cs_current 1 1 1 in your model, and compute vessel motions in the time domain, you will get…
  • Changing water depth for transportation macros

    Q: How can I change the water depth for tow motions when I use the transportation macros? REV 6.01 A: For transportation, this depth is set to 5000 feet or meters, so that you always get results for deep water waves. The automated installation macros…
  • How do I plot average water levels for nested piezometers on a log?

    Hi I have a borehole with multiple standpipe piezometers installed. Water level data has been collected over a six month period and recorded in the monitoring group and monitoring data tables (MONG & MOND). We're reporting detailed monitoring data…
  • Discover what’s new in Hydraulics and Hydrology at the CONNECTION Event Abu Dhabi (May 10, 2016)

    The Hydraulics and Hydrology Seminar at the CONNECTION Event Abu Dhabi will feature Bentley’s water product expert, Karthik Sundaresan, who will demonstrate how Bentley’s portfolio of hydraulics and hydrology modeling software – for analysis, design,…
  • Join us at the CONNECTION Event in Abu Dhabi (May 10, 2016)!

    After the success of CONNECTION Event in Dubai last year which was attended by over 180 infrastructure professionals from the region, we are now coming to Abu Dhabi! We invite you to join us at the CONNECTION Event Abu Dhabi at The Crowne Plaza, Sheikh…
  • Discover Why Leading Experts Choose Bentley in the Water, Wastewater, and Stormwater Modeling Application Seminar at CONNECTION Event Dubai (November 23 – 24, 2015)

    Register now for the Water, Wastewater, and Stormwater Modeling Application Seminar at CONNECTION Event Dubai on November 24, 2015 at The Address Dubai Marina. Application seminars will include the latest updates and innovations for various Bentley…