Tiêu đề Day 40 - Hydraulics 5.pdf ✅

HYDRAULICS AND GEOTECHNICAL ENGINEERING presented by: Engr. Mansour P. Aguas Kippap Civil Engineering HYDRAULICS 5
DAY 40: HYDRAULICS 5 LECTURE OUTLINE • Chezy Formula • Most Efficient Sections • Stages of Flow • Non-uniform Flow No man ever steps in the same river twice, for it's not the same river and he's not the same man.

DAY 40: HYDRAULICS 5 FLOW IN OPEN CHANNELS Chezy Coefficient in S.I. Units • Darcy-Weisbach Formula C = 8g f • Manning’s Formula C = R 1 6 n Specifically for Manning’s formula, v = C RS v = R 1 6 n RS 1 2 v = 1 n R 2 3S 1 2 For the discharge of the channel, Q = A n R 2 3S 1 2 No man ever steps in the same river twice, for it's not the same river and he's not the same man.