SAD Lab Workbook.
https://drive.google.com/file/d/0Bwy1ZhlP9e41aFd2SE9qZzRRRWc/view?usp=sharing
Nishant Rajoria
https://drive.google.com/file/d/0Bwy1ZhlP9e41aFd2SE9qZzRRRWc/view?usp=sharing
Nishant Rajoria
This is a group for the staff and students of Civil Engineering students of 2010 at Sharda University. The blog is meant for communication between the students and the faculty. Although it is one way (faculty to students) now, but we may extend the same to two-way communication. For any comments, write to me at satya.prakash@sharda.ac.in
Backlog Improvement Courses (for 2009, 10 and 11 Batch Students) | ||||
Department | Subject Code | Subject Name | Term | Faculty Assigned |
CE | OEL 011 | Quantity Surveying | VII | Sarmistha |
CE | CVL 001 | Geoinformatic Engineering | V | Shikha |
CE | CVL 005 | Environmental Engineering-II | VII | Gaurav |
CE | CVL 007 | Transportation Engineering-II | VII | Prashant |
CE | CVL 201 | Basics of Surveying | III | Prashant |
CE | CVL 203 | Mechanics of Deformable Solids | III | Chhavi |
CE | CVL 301 | Fluid Mechanics and Hydraulics | V | Pinaki |
CE | CVL 302 | Foundation Engineering | V | Sarmistha |
CE | CVL 303 | Concrete Structures | V | Chhavi |
CE | CVL 401 | Advanced RCC | VII | Nishant |
CE | CVL 402 | Fluvial Hydraulics | VII | Pinaki |
CE | CVL 451 | DESIGN LAB | VII | Nishant |
CE | CVL 251 | SURVEYING LAB | III | Prashant Kumar |
CE | CVL 252 | ENGINEERING DRAWING LAB | III | Sarmistha |
CE | CVL 452 | FLUVIAL HYDRAULICS LAB | VII | Pinaki |
Unit I
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Section 1: Introduction
Fluid as continuum, physical properties of fluids, ideal and
real fluids, Newtonian and Non-Newtonian Fluids, Fluid Statics, Pressure –
density - height relationship, pressure measurement using Manometers,
Pressure force on plane and curved surfaces, centre of pressure, buoyancy,
stability of immersed and floating bodies, metacentric height, fluid mass
subjected to uniform accelerations
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Section 2: Kinematics of fluid flow
Steady and unsteady flows, uniform and non uniform flows,
laminar and turbulent
flows, one, two and three dimensional flows, continuity equation,
streamlines, streak lines and path lines, circulation and vorticity,
rotational and irrotational flows,
velocity potential and
stream function, graphical and experimental methods of drawing flow
nets,
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Section 3: Dynamics of fluid flow
Euler’s equation of motion along a streamline and its
integration, Bernoulli’s equation
and its applications – Pitot tube, Venturimeter, orificemeter,
nozzles, momentum equation and its application to stationary and moving
plates/vanes, pipe bends, problems related to combined application of energy
and momentum equations.
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Unit II
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Section 4: Flow in Pipes
Reynold’s experiments, experimental determination of critical
velocity, transition from laminar to turbulent flow, Laminar flow through
circular tubes, major and minor losses in pipe lines, loss due to sudden
contraction, expansion etc., Analysis of pipe networks, hardy Cross Method.
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Section 5: Flow in open Channel
Comparison between open channel and pipe flow, uniform and
non-uniform flows, uniform flow formulae, Chezy’s and Manning’s Formula,
Hydraulically efficient channel section of rectangular, trapezoidal and
circular type.
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Section 6: Flow through mouthpieces
and orifices
Hydraulic coefficients of orifice, bell method orifice,
mouthpieces, Borda's mouthpieces, running free and submerged. Notches and
Weirs: Rectangular, triangular and trapezoidal notches and weir, cippoletti
and broad crested weir, aeration of nappe, cavitations submerged weir.
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Unit I:Introduction
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Origin,
Properties of sediments, size, shape, fall velocity and its effects, orientation,
grain size distribution
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Difference
between rigid and alluvial channels, Incipient motion of sediment particles
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Different
approaches to study sediment motion. Lift force approach, Tractive force
approach, Theoretical and sub theoretical analysis of Shield, White and
others.
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Types
of bed forms or regimes of flow
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Unit II
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Complexities
of regimes in Natural streams
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Resistance
of flow and velocity distribution in alluvial streams
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Bed
load transport and saltation, bed load equations, board on dimensional
considerations, suspended load transport - mechanism
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General
equation of diffusion, Total load transport, microscopic and macroscopic
method, suspended load sampling.
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Unit III
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Bed
level variation in alluvial streams, stream bed changes during floods
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Degradation,
Aggradation, silting of reservoirs
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Variation
in plan form of streams
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River
training for flood control
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Unit IV
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Critical
tractive force method for design of stable channels
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Comparison
of the design with traditional methods
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Roll No | Name |
110107186 | SHRIBATSA SHAH |
110107222 | SHAMIUZ ZAMAN |
100107056 | CHANCHAL CHAUHAN |
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