Hello all,
In our plant we have two open to atmosphere tanks that we store sodium silicate in. One tank is used in our process, and when it is empty we switch to the other and vice versa. Right now the tanks have open tops. When one is over filled it runs down the sides and is wasted. What I would like to do is connect the the two tanks near the top with a single horizontal pipe so that when an overflow condition occurs in one tank the overflow would gravity flow to the other tank. The desity of our material is .05 lbs/in^3, the viscosity is 800CPS. My overflow pipe would be about 5 ft. long. When we fill the tank the material is delivered at 166 gal/min.
I want to determine the minimum pipe size to accomplish this.
After looking at Manning's equation, two things are puzzling me:
1.) I see no consideration of viscosity
2.) I can't input zero slope
Is it safe to input a minimal slope, and then upsize the pipe slightly?
Thanks in advance,
Don