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Thanks for the input everyone. I appreciate your help.

Interesting. Across your many years of experience did you encounter any references or procedures to document the headloss and parameters for pump selection and performance?

The pipeline length is approximately 200 feet with 20 feet in elevation rise. The pipe diameter is 6 inch. How are you estimating the pressure?

I have been looking for a good engineering reference on the proper design/calculation of total dynamic head on piping/pumping system to convey anaerobically digested sewage sludge at between 25 and 30% TS. My references only are valid up to 10 to 12% TS (slurry). Any suggestions?