First time for me!
Need some help or advice from the groups experience here.
We are installing a blowdown recovery system. A maximum of 60 gpm of saturated liquid at 1000 psia (boiler conditions) will be piped to a new flash tank (sized appropriately by flask tank manufacturer). The flash tank will be vented to a power plant feedwater heater (shell side), which operates at 70 psia. The flash tank drains will be piped to the same feedwater heater (bottom connection), which will be in the sub-cooled drains section outside the integral drains cooler. The design engineer intends for the flash tank drain line to have a manual globe valve the operators will adjust periodically as needed to maintain flash tank liquid level (maybe once per shift, per day, per week?). He intends to have the bottom of the flash tank at the same elevation as the bottom of the FW heater shell bottom. The flash tank vent is to be sized so that the FW heater will essentially establish the pressure in the flash tank (70 psia). Doing the math, approximately 30% of the blowdown entering the flash tank will flash to steam, therefore 70% will be saturated liquid to be drained.
My questions are;
1) Will there be sufficient driving force to send the drains flow from the flash tank to the heater.
2) Shouldn’t the flash tank utilize an automatic level control system to operate the drain control valve? (The flash tank is relatively small. I see our operators going a little crazy constantly tweaking the drain valve while trying to maintain flash tank level in a system that isn’t exactly steady state.)
3) What would happen if the flash tank level isn’t maintained and the drains blows out and flash steam enters the FW heater below the heater liquid level? Might this result in a water hammer event … seen primarily by the flash tank drain piping?
Need some help or advice from the groups experience here.
We are installing a blowdown recovery system. A maximum of 60 gpm of saturated liquid at 1000 psia (boiler conditions) will be piped to a new flash tank (sized appropriately by flask tank manufacturer). The flash tank will be vented to a power plant feedwater heater (shell side), which operates at 70 psia. The flash tank drains will be piped to the same feedwater heater (bottom connection), which will be in the sub-cooled drains section outside the integral drains cooler. The design engineer intends for the flash tank drain line to have a manual globe valve the operators will adjust periodically as needed to maintain flash tank liquid level (maybe once per shift, per day, per week?). He intends to have the bottom of the flash tank at the same elevation as the bottom of the FW heater shell bottom. The flash tank vent is to be sized so that the FW heater will essentially establish the pressure in the flash tank (70 psia). Doing the math, approximately 30% of the blowdown entering the flash tank will flash to steam, therefore 70% will be saturated liquid to be drained.
My questions are;
1) Will there be sufficient driving force to send the drains flow from the flash tank to the heater.
2) Shouldn’t the flash tank utilize an automatic level control system to operate the drain control valve? (The flash tank is relatively small. I see our operators going a little crazy constantly tweaking the drain valve while trying to maintain flash tank level in a system that isn’t exactly steady state.)
3) What would happen if the flash tank level isn’t maintained and the drains blows out and flash steam enters the FW heater below the heater liquid level? Might this result in a water hammer event … seen primarily by the flash tank drain piping?