Thank you for your reply Psmart.
My apologies, looking back on my post I left out some other details.
I've attached a revised diagram.
My intention was that flow will enter the first pond first and then be dispersed into the second pond. Smaller flows would first be forced to go through the...
Refer to attached PDF for a diagram. I've also attached a HydroCAD file.
I'm trying to model two (2) earthen ponds/chambers. The ponds will be separated by a berm but connected by a level pipe that is intended to control how much flow enters the second pond.
The first pond/chamber was going to...
The discharge from the pond outlet pipe will flow into the perforated pipe (and possibly through the level spreader standpipe for larger events). The perforated pipe is buried within the gravel bed and extends from the standpipe in two directions. The perforated pipe is intended to disperse the...
I have a wet pond with a permanent pool whose flow will pass through a riser structure and exit via an outlet pipe. The outlet pipe will be connected to a level spreader (see image).
For the purposes of a supplemental calculation, I was assuming that the flow from the pond outlet pipe could only...
How do/should I model the bottom of a hooded orifice?
I've attached an illustration of the generic pond parameters and my guess as to how this situation could be modeled.
I am assuming that the bottom of the hood will have a smaller opening than the main orifice and therefore be a constricting...
