Noted. This paper is in our queue now. Check back tomorrow.
We could not record that here. Email the paper name to hirenjsca@gmail.com and we will add it.
Define specific energy in an open channel and write its mathematical expression in terms of depth of flow and velocity head.
Describe the typical velocity distribution patterns in various channel sections and explain the factors that influence the velocity coefficients in these channels.
List the various types of open channels based on their boundary materials and cross- sectional shape.
Define 'specific force' in open channel flow and mention its primary application in analysing channel transitions.
A trapezoidal channel has a bottom width of 5 m, side slopes of 1.5H:1V, and a bed slope of 0.0008. If the discharge is 15 m³/s, determine the normal depth of flow using the Manning’s equation by an iterative method.
An alluvial channel is to be designed for a discharge of 12 m³/s using Shield’s approach for incipient motion. If the sediment size is 5 mm, estimate the required width and depth of the channel to ensure a non-scouring design.
For a trapezoidal channel with a bottom width of 3 m and side slopes of 2H:1V, calculate the wetted perimeter and area when the water depth is 1.2 m.
Given a flow velocity of 0.8 m/s and a hydraulic radius of 0.5 m in a sandy bed channel, calculate the shear velocity and discuss its importance in predicting incipient motion.
Analyze the design criteria for a 'most economical' rectangular channel versus a trapezoidal channel. Justify why the trapezoidal section is frequently preferred in large-scale canal projects.
Discuss how the choice of channel cross-section influences the ease of maintenance and the risk of sediment deposition in an irrigation canal system.
Critically judge the design of a hydraulic structure by analyzing its impact on the GVF profile.
Analyze the relationship between the channel bed slope and the stability of an alluvial channel.
Critically evaluate the assumptions made in the derivation of the gradually varied flow (GVF) equation.
Critically examine the impact of channel slope and boundary roughness on the evolution of GVF profiles. How would an abrupt change in channel slope from mild to steep create a transition profile?
Critique the use of the 'Manning’s equation' for non-uniform, gradually varied flow profiles.
Critique the use of hydraulic jumps in natural channel systems versus artificial concrete-lined channels.
Evaluate the performance of different types of hydraulic jumps. Based on energy dissipation requirements, justify which type of jump is most suitable for a spillway energy dissipater and why.
Design a conceptual layout for a stilling basin that uses a hydraulic jump to protect an erodible downstream bed.
Outline a step-by-step design procedure for a hydraulic jump on a sloping rectangular channel, ensuring the jump remains contained within the apron's structural limits.
A spillway is designed to discharge 40 m³/s per meter width.
What is meant by the 'celerity' of a small gravity wave, and what primary factors determine its speed?
List and briefly explain four common reasons why unsteady flow might develop in a controlled irrigation canal system.
A spillway discharges water into a rectangular channel at a velocity of 12 m/s with a flow depth of 0.6 m.
BE Civil
Send this paper to your class group. Every question has its own link.
Official Gujarat Technological University (GTU) examination paper for Open Channel flow (Summer 2026, B.E. · Civil Engineering, Sem 6). Features complete 70-mark regular & remedial examination pattern, official marking distribution across all 5 questions, and direct 1-click official PDF download.
Transcribed for student exam preparation from Gujarat Technological University official examination archives. Questions, syllabus guidelines, and curriculum marking schemes remain the intellectual property of Gujarat Technological University.
3160618 Open Channel flow
Official GTU PDF · Summer 2026
The PDF could not be loaded from the university's website.
Open the PDF directly