- Introduction to watergems software update#
- Introduction to watergems software pro#
- Introduction to watergems software software#
- Introduction to watergems software windows 7#
With OpenFlows WorkSuite, you can confidently plan, design, and operate water systemsof any complexity. Stability enhancements and fixes to reported issuesĪs with all new versions, this release of WaterGEMS, WaterCAD, and WaterOPS includes fixes to various user-reported issues from the previous release, providing an overall more stable experience. Older model files can be opened in the latest version without issue.
Introduction to watergems software pro#
ArcGIS Pro 2.6 and 2.7 (WaterGEMS only) Note: 2.8 is not yet supported due to know issues.ĭue to new features in HAMMER, models saved in build of WaterGEMS, WaterCAD, and WaterOPS can be opened in other 10.03.XX.XX releases. ArcMap 10.8 and earlier (WaterGEMS only) MicroStation V8i SELECTseries 10 and earlier (CONNECT Edition Integration is not yet supported)
Introduction to watergems software software#
Standalone (no CAD or GIS software required) Note that WaterOPS is a standalone-only application
Introduction to watergems software windows 7#
Note: Windows 7 is no longer supported because the CONNECTION Client prerequisite no longer supports it When you select one of these options, the highlighted elements will be added or removed from the selection.Īn IN option was been added to the Query builder so that you can better create queries to use in your model.Ĭompatible Platforms and Operating Systems There will be two options: Add to Selection Set and Remove from Selection Set.
Introduction to watergems software update#
Click the Update Selection Set button in the Selection Sets manager. Highlight the elements you want to add or remove from a selection set and select the selection set that you want to update. If this occurs in a model a new user notification will be generated that says: "Pressure constraints violated before fire flow added. This field would be used in a case where the calculation of the active fire flow scenario already violates at least one the pressure constraints for some nodes before a fire flow is even applied. This is an optional set of nodes that would be excluded when checking the pressure constraints. A new "Nodes To Exclude" fields has been added to the Fire Flow Alternative. Updates have been added to the Automated Fire Flow routine to make it easier to get viable results and easier to understand the results that you are seeing. This release introduce improvements to help you be more successful. Does this mean you have oversized the pipes ? Explain.The Bentley Hydraulics and Hydrology product team are pleased to announce the availability of WaterGEMS CONNECT Edition Update 3.3 (10.03.03.72). Part 4 : For the peak hour run, the velocities are fairly low.
![introduction to watergems software introduction to watergems software](https://charank2397.files.wordpress.com/2018/06/draghandle.png)
Part 3 : If the pump has a best efficiency point at 1,135.5 L/min, what can you say about its performance on an average day ? Part 2 : For the average day run, what is the pump discharge ? Part 1 : Summarize the results after each run in a table to get a feel for some of the key indicators during various scenarios.
![introduction to watergems software introduction to watergems software](https://i1.rgstatic.net/publication/281282082_DEVELOPMENT_AND_HYDRAULIC_ANALYSIS_OF_A_PROPOSED_DRINKING_WATER_DISTRIBUTION_NETWORK_USING_WATERGEMS_AND_GIS/links/55df0db108aeaa26af104a9e/largepreview.png)
The junction information for this problem is given in the following table. For all pipes, use ductile iron as the material and a Hazen–Williams C factor of 130. The diameters shown are based on the preliminary design and may not be adequate for the final design. Pipe Network : The pipe network consists of the pipes listed in the following table. Fire protection is being considered both with and without a sprinkler system. Under fire flow conditions, however, the minimum pressure is allowed to drop to 139 kPa. During normal operations, the junction pressures should be between 243 and 555 kPa. The system is to be analyzed under several demand conditions with minimum and maximum pressure constraints.
![introduction to watergems software introduction to watergems software](https://i.ytimg.com/vi/-nQADC5LNSY/maxresdefault.jpg)
The pump elevation is assumed to be the same as the elevation at J-1, although the precise pump elevation is not crucial to the analysis. Three defining points on the pump curve are as follows: 0 L/min at 610 m of head 1,135 L/min at 54.9 m of head and 2271 L/min at 45.7 m of head. The pump was originally sized to deliver 1,135 L/min with enough head to pump against the tank when it is full. Assume that the tank starts with a water surface elevation of 115.8 m. To avoid the cost of an elevated tank, this 24.4-m-diameter tank is located on a hillside, 610 m away from the main system. The bottom of the tank is at 114.6 m (high enough to produce 243 kPa at the highest node), and the top is approximately 6.1 m higher.
![introduction to watergems software introduction to watergems software](https://image.slidesharecdn.com/hydraulicmodelingofaruraldrinkingwaterdistribution1-211126035429/95/hydraulic-modeling-of-a-rural-drinking-water-distribution-using-water-gems-19-638.jpg)
The well system alone cannot efficiently provide the amount of water needed for fire protection, so an elevated storage tank is also needed. The water is then pumped from this tank into the rest of the system. The water is treated and placed in a ground-level tank (shown in the figure as a reservoir because of its plentiful supply), which is maintained at a water surface elevation of 64 m. The source of water for the system is a pumped well. The proposed system layout is shown in the following figure. A distribution system is needed to supply water to a resort development for normal usage and emergency purposes (such as fighting a fire).