NOLAengineer
Chemical
- May 20, 2009
- 3
Hi everyone,
I've been asked to help resolve a solids build-up issue in a sump pit that collects a slurry stream from the plant's river water clarifiers. Attached is a drawing with the sump dimensions (25x25x15) and the pump location. The normal liquid level is ~5ft above the sump floor. The suction basin for the pump is approximately 4' below the sump floor. The pump is a Hazleton Vertical Slurry Pump. Currently, there is a separate line diverted from the pump discharge to the pump suction area, but it doesn't seem to have prevented the solids from settling around the pump suction.
In order to prevent the solids from settling in the sump, I'm conisdering installing an agitator or a perforated pipe at the bottom of the sump whose water flow will suspend the the solids in the river water. Does anyone have any recommendations for one over the other? I'm concerned that the pipe could become plugged from the solids. Does anyone have any hydraulic agitation design literature or any literature approximating the amount of fluid needed to agitate X amount of ft3? Any information would be greatly appreciated.
Eric
I've been asked to help resolve a solids build-up issue in a sump pit that collects a slurry stream from the plant's river water clarifiers. Attached is a drawing with the sump dimensions (25x25x15) and the pump location. The normal liquid level is ~5ft above the sump floor. The suction basin for the pump is approximately 4' below the sump floor. The pump is a Hazleton Vertical Slurry Pump. Currently, there is a separate line diverted from the pump discharge to the pump suction area, but it doesn't seem to have prevented the solids from settling around the pump suction.
In order to prevent the solids from settling in the sump, I'm conisdering installing an agitator or a perforated pipe at the bottom of the sump whose water flow will suspend the the solids in the river water. Does anyone have any recommendations for one over the other? I'm concerned that the pipe could become plugged from the solids. Does anyone have any hydraulic agitation design literature or any literature approximating the amount of fluid needed to agitate X amount of ft3? Any information would be greatly appreciated.
Eric