BatteryRecycler
Mechanical
- May 17, 2022
- 2
Hi all -
I'm new here, thanks for having me. Looking forward to engaging with you all. Brief background on me: Mechanical Engineering degree (2019), just landed my first role where I can use my education. Role is improving and developing processes to recycle batteries. Currently I am setting up a new line that has a couple AODDs in it and I want to make sure I am not going to burn them out. We are using what we have on hand, and they are way oversized for our needs.
On to the topic of the post - I am hoping someone can confirm I am thinking about NPSHa correctly:
NPSHa=H_abs+H_Static-H_friction-H_acc
H_abs=14.7psi*(2.31ft/1 SG)=33.96ft %tanks are open to atmosphere
H_static=4ft %Fluid level above inlet
H_friction=.7ft/(100ft pipe)*5ft pipe=0.035ft %Short 1.5" dia. run to pump, value pulled from
H_acc=LVnC/Kg=(5ft)(1.6ft/sec )(.718 cycles/sec )(.2)/(1.4)(32.174 ft/sec^2 ) ;Hacc= 0.0128ft %.232 gal/cycle on my pump. .2 used for C, 1.4 used for K.
NPSHa=33.96+4-0.035-0.0128;NPSHa=~38ft
NPSHr = ~7 - 8' at my desired flow.
How does this look?
I'm new here, thanks for having me. Looking forward to engaging with you all. Brief background on me: Mechanical Engineering degree (2019), just landed my first role where I can use my education. Role is improving and developing processes to recycle batteries. Currently I am setting up a new line that has a couple AODDs in it and I want to make sure I am not going to burn them out. We are using what we have on hand, and they are way oversized for our needs.
On to the topic of the post - I am hoping someone can confirm I am thinking about NPSHa correctly:
NPSHa=H_abs+H_Static-H_friction-H_acc
H_abs=14.7psi*(2.31ft/1 SG)=33.96ft %tanks are open to atmosphere
H_static=4ft %Fluid level above inlet
H_friction=.7ft/(100ft pipe)*5ft pipe=0.035ft %Short 1.5" dia. run to pump, value pulled from
H_acc=LVnC/Kg=(5ft)(1.6ft/sec )(.718 cycles/sec )(.2)/(1.4)(32.174 ft/sec^2 ) ;Hacc= 0.0128ft %.232 gal/cycle on my pump. .2 used for C, 1.4 used for K.
NPSHa=33.96+4-0.035-0.0128;NPSHa=~38ft
NPSHr = ~7 - 8' at my desired flow.
How does this look?