Joe_
Civil/Environmental
- Nov 23, 2020
- 5
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 be a dry pond and the second pond/chamber was going to be a bio-retention pond.
Knowing the water elevation in the second chamber is desired.
I'm using the Simultaneous Routing procedure based on how the ponds are connected.
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 bio-retention pond and routed through a small controlling orifice. This is one aspect that I'm having trouble with - I think I need to have this controlling orifice on the bio-retention side but routed to a device on the dry pond side?
The elevation of this controlling orifice is currently below my dry pond elevation but I'm not sure how to prevent flow from going through it, on the dry pond side, without first going through the bio-retention side. Do I need a third node of just a catch basin to assist in the modeling?
The other issues are my unfamiliarity with the Simultaneous Routing procedure and I am occasionally getting some oscillation errors when adjusting some things.
I appreciate any help provided.
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 be a dry pond and the second pond/chamber was going to be a bio-retention pond.
Knowing the water elevation in the second chamber is desired.
I'm using the Simultaneous Routing procedure based on how the ponds are connected.
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 bio-retention pond and routed through a small controlling orifice. This is one aspect that I'm having trouble with - I think I need to have this controlling orifice on the bio-retention side but routed to a device on the dry pond side?
The elevation of this controlling orifice is currently below my dry pond elevation but I'm not sure how to prevent flow from going through it, on the dry pond side, without first going through the bio-retention side. Do I need a third node of just a catch basin to assist in the modeling?
The other issues are my unfamiliarity with the Simultaneous Routing procedure and I am occasionally getting some oscillation errors when adjusting some things.
I appreciate any help provided.