About this document
Surge Analysis and Hydraulic Calculations by riteshreply is a document available to read on EtoBox.
This document provides calculations related to surge analysis for a hydraulic system with a 4 m3/s design discharge, 186 m headrace pipe length, and 3800 m elevation difference. Key values calculated include: - Upsurge of 11.21 m - Downsurge of 174.79 m - Total depth of surge shaft as 30.95 m - Surge area of 28.27433 m2 - Thomason surge tank diameter of 6 m It determines that a surge shaft is required based on the calculated time constants meeting certain inequalities.
- Author
- riteshreply
- Language
- EN