inammanj123
Mechanical
- Oct 11, 2013
- 103
Hello,
I am working on a API 620 sour water buffer tank for Sauid Aramco. One of the client's comment on tank outlet nozzle which is located on shell lower side, is that they are asking for weir plate or some protruding plate, before out outlet nozzle, to avoid carry over, in to the pump, of any solid particles accumulated in the tank.
Is this a viable option? considering FEA analaysis will be required to design such weir plate, and add to the cost. personally i have never seen a weir plate for this purpose in tank for this purpose.
I though of upward elbow before outlet nozzle will be a good option, but process do not want that because it will increase the HHLL and subsequently tank height. So what arrangement can i propose to avoid carry over of soild accumulated in bottom.
Regards,
Inam
I am working on a API 620 sour water buffer tank for Sauid Aramco. One of the client's comment on tank outlet nozzle which is located on shell lower side, is that they are asking for weir plate or some protruding plate, before out outlet nozzle, to avoid carry over, in to the pump, of any solid particles accumulated in the tank.
Is this a viable option? considering FEA analaysis will be required to design such weir plate, and add to the cost. personally i have never seen a weir plate for this purpose in tank for this purpose.
I though of upward elbow before outlet nozzle will be a good option, but process do not want that because it will increase the HHLL and subsequently tank height. So what arrangement can i propose to avoid carry over of soild accumulated in bottom.
Regards,
Inam