About this document
Loyang Station Pump Head Calculation by arguteconsultants is a document available to read on EtoBox.
This document summarizes the calculations for sizing an ejector pump and tank at the Loyang Station sewer pump station. It determines that the minimum effective tank volume is 7.05 cubic meters. The selected tank size is 1.8 meters in diameter and 12.14 meters in height. It also calculates that with one pump running, the minimum pipe diameter is 199.7 mm to achieve a velocity of 1.5 meters/second. The available reaction time upon failure of two pumps is calculated to be 8 minutes and 49 seconds.
- Author
- arguteconsultants
- Language
- EN