equimo
Civil/Environmental
- Jan 26, 2007
- 17
I am designing a pump system for slurry which is a mixture of water, clay, and sand. The slurry has Specific gravity (Sg) 1.5. The manufacturer says that we don't have to calculate the Total Dinamic Head (TDH) affected by 1.5 due that the pump itself assume that difference: The head in meters of water of his characteristic curve is divided by a factor called ER= 0.94 the result is head of slurry according with the mechanical eng. But when I see the formula of the pump potency given by the manufacter, it is P=Q x TDH of water x Sg / (3960 xERx efficency). Then, here he is affecting the TDH by Sg , so at the end of the day the pump is pumping a Head times Sg
My question is: How can a pump tested a determinate RPM and tested with water multiply 1.5 times the head shows in its curve? Why I cannot say i.e. TDH required by pump= 50 x 1.5= 75 m. and this 75 m shall be fall within the curve? Any feedback is very appreciate
My question is: How can a pump tested a determinate RPM and tested with water multiply 1.5 times the head shows in its curve? Why I cannot say i.e. TDH required by pump= 50 x 1.5= 75 m. and this 75 m shall be fall within the curve? Any feedback is very appreciate