B.TechSemester 62024-25River EngineeringBCE062

River Engineering (BCE062) - AKTU Question Paper 2024-25

B.Tech · Semester 6 · Free PDF Download

This is the official AKTU River Engineering Previous Year Question Paper for B.Tech Semester 6, academic session 2024-25. Published by Dr. A.P.J. Abdul Kalam Technical University (AKTU/UPTU), Lucknow. Free PDF download — no login required.

Course:B.Tech

Semester:Semester 6

Session:2024-25

University:AKTU / UPTU

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Questions Asked in 2024-25

River Engineering (BCE062) — complete question paper · 70 marks · 3 Hours

Section AAttempt all questions in brief. 02 x 7 = 14

a
How are the rivers in allu vial plains classified ?
b
What is Meandering ?
c
Define the river restoration
d
What do you understand with Time-series ?
f
What are the objectiv e of river training ?
g
What is the purpose of groynes ?

Section BAttempt any three of the following: 07 x 3 = 21

a
What do you understand by river morphology? Explain Rosgen c lassification of river
b
Write about delta f ormation and control
c
Differentiate bet ween the following: A. Reach and corridor. B. Biolo gs and Rootward
d
Summarize the different steps involved in natural channel de sign and analysis of a stream
e
Explain the different river training works

Section CAttempt any one part of the following: 07 x 1 = 07

a
Distinguish between bed load, suspended load and wash load. Explain with neat sketch, the saltation method of bed load transportation
b
Classify river in flood plain and explain in short
a
Describe various bed forms th at occure in alluvial channels
b
Compute the meandering leagth , meander width and river widt h for a river in flood plain, when the discharge passing through is 90.25 m3/sec
a
What is stream restoration? E xplain stream restoration techniques
b
What is the socio- cultural influences and ethics of steam restoration
a
Explain the bio engineering techniques. Explain any two of t hem with their limitations?
b
Describe the flow duration and sediment rating curve procedu re of estimating the sediment yield of a watershed
a
T h e f o l l o w i n g d a t a i s g i v e n f o r t h e g u i d e b a n k s f o r a b r i d g e on a river having the following data: Design discharge = 80000 cumecs. High flood level = 110.0 m Low water level = 100 m Khadir width = 4000 m Lacey’s net factor =1.1 What would be the upstream guide bank ?
b
Explain the design process of guided bund

Question text is extracted from the official AKTU question paper PDF above. Hindi translations are omitted — every question is printed in English in the original paper. Last verified: 2026-08-23.

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