Jefry Novoa Acero

Hello Jefry, Do you mean you want to see the drop structures in the model and you have applied to do so in default constraints, but you do not see drop structures in profiles? Please confirm. Please note that even if you specify to allow drop structures…

Hello Jefry, As Sushma pointed out in her earlier responses you need to revise the pump curve specifically for BOMBA-1 10 HP. Another thing I noticed was the size of the tank PTAP. It has a diameter of only 0.41 m. Are you sure the values entered for…

Hello Jefry, Thank for you for confirming the modeling case. As mentioned earlier please revise the pump curve, if you don't have full pump curve i.e. fine, one point curve is to be used in such cases only. The total downstream demand is around…

If you know the pump's horsepower, you can use the "constant power" pump definition type to model an estimated pump curve. However if the pump is old, it may not be performing the same way. If you know the pump's flow and want to simply force a certain…

I'm not sure I understand what is meant by the "bike". Is this some kind of human propelled pump. With regard to using the horsepower to model the pump, remember that it is the horsepower added to the water (water HP), not the horsepower of the motor…

Hello Jefry, If the power data for the pump is what is available, then you can use that. I am not seeing any issues with the results. Was there something that you are concerned about? Regards, Scott

Hello Jefry, Can you converse in English? I have translated this response in Spanish and posted below for understanding; The method that the video shows is the Unit Line method and is usually used when you have bulk demand to assign to your nodes…

Hello Jefry, The shapefile THIESSEN PRUEBA 2 appears to be created using Thiessen polygon tool, which is required for the "Proportional Distribution By Area" method. And Perimetro file appears to be flow boundary which contains flow information. However…

Hello Jefry, The GVF-Rational solver uses the gradually varied flow method to solve for the results in a system. You can find information on this in the Help documentation. There are some normal flow and normal depth results that are available, but…

Hello Jefry, Can you elaborate on what are you looking for to "confirm the solution"? Are you asking about confirming the results? I will try and answer (or ask further questions) based on the information you provided. Jefry Novoa Acero said: 1. The…

Hello Jefry, This is likely to happen if you have more than one conduit coming out of your manhole and you have not setup diversion rating curve/s for them. If you have say three conduits coming out of a manhole two of them should have a diversion rating…

Hello Jefry, If you have an existing SewerGEMS model, you can import this into SewerGEMS for ArcMap. The following link has information on this: Opening an existing hydraulic model when integrated with ArcMap or ArcGIS Pro . The workflow for doing this…