Problem on Trapezoidal Channel - Hydrostatic Forces on Surfaces - Fluid Mechanics 1

[@c-40sakshipawar91]

A rectangular channel is 20 m wide and carries a discharge of 65 m³/sl *is laid at a slope of 0.0001. At a certain section along the channel length, the depth of flow is 2m. How far U/S or D/S will the depth bc 2.6m? Take n=0.02. Use direct step method with three steps. Consider the depth increment in the interval of 0. Im. Classify and sketch the proftfc.

[@sairamyoutubestudy3676]

Excellent explanation hai ji

[@adityabhardwaj5483]

plzz upload video for most economical section of channels

[@shamim.hossain1]

Thanks Sir

[@edgarlad]

Aplicación para el calculo de la profundidad crítica. App para Android. Disponible en Google Play >>
play.google.com/store/apps/details?id=appinventor.ai_ic_edgarladinom.Flujo_Critico_Canales

[@bharathrajdumpala5046]

for this problem you have taken twenty minutes it's OK but explain more complicated problems

[@omsingh1148]

Sir Bernoulli eqn derivatation

[@c-40sakshipawar91]

Ye numerical batao