I’m working on a civil engineering question and need guidance to help me understand better.

This is for a design project Calculate the weir width (W) and water height (H) for a discharge of 0.1 m3/s. Assuming a head loss of hf = 1.5 m for a 300 mm diameter pipe and 100 m long. Draw the HGL between two manholes. Assume the crest level of the weir to be 1.0 meter. This is for a design project Calculate the weir width (W) and water height (H) for a discharge Shoe the answer in a drawing with detailed calculations

Requirements: Detail and clear   |   .doc fileATTACHMENTS

ex9jpg.jpg

weirs.jpg

GET THIS ASSIGNMENT DONE FOR YOU NOW

Hydraulics
Order Now on customessaymasters.com