About this document
MLD to Cumecs Discharge Calculations by Madhu Sudhan is a document available to read on EtoBox.
This document contains calculations of river bed elevation, depth, area, and discharge at intervals along a river reach. Bed elevation decreases from 140.66m at the upstream end to 138.85m at the downstream end, with an average fall of 0.00296051m/m or 1 in 337.78. Cross-sectional area and discharge were calculated at multiple locations using the bed elevation data and assuming trapezoidal channel geometry. Total discharge over the reach was calculated as 657.511 cubic meters per second.
- Author
- Madhu Sudhan
- Language
- EN