Search results for query: *

So...the total dynamic head is the Head from the High system demand to the low system demand? And the three points are really the controlling factor...instead of the TDH?

How can I generate a 3-point pump curve from the TDH I have for the pump?

We have a little contest in our office to see who can design the best layout for a new office for our company... So...to the point What is it that you all hate and like most about your offices...that way I can try to when this little contest. Thanks a mill

well...I didn't want to get too complicated...I've got a second pump in the system...but I didn't want to confuse myself just yet. I have a booster trying to maintain a head in a tank and another booster pulling from that tank to increase the head for another portion of my model. Two...

Just trying to figure it all out...thats all

I am using watercad to model a distribution system. Does anyone know how to model a pump that needs to maintain pressure zones to keep a tank from exceeding a certain HGL. I need to know how to calculate the following to do this: Shutoff Head Design Head Max Operating Thanks a mill...(try to...

If I do a tabular hydrograph study on a site for pre vs. post development, do I have to take off-site into account, or can I just consider the changes on the onsite only.

I have seen several reports that refer to a calculation method called the SCS Unit Hydrograph. Is this the same as the Tabular method, or the graphical method as described in the TR-55 manual, both, or something completely different? Thanks

Where can I find the best and simplest explanation of the Muskingum Hydrologic Routing Method to create hydrographs with the SCS unit hydrograph method for runoff( or will one of you please provide one)?