Auto World

CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
1
CE 601 B ENVIRONMENTAL ENGINEERING - I
Module I
Scope of environmental engineering, Health effects, effects on resources, effect on the
balance of ecosystem natural resources. Global environmental issues. Water supply
engineering, Quantity of water. Water demands – various types, total requirements of water
for a town/city, per capita demand,variation in demand and their effects on the design of
various components of a water supply scheme,design periods, population growth, population
forecasting methods Water supply scheme.Gravitational, pumping and combined schemes,
pumps, classification, hand pumps, well pumps Quality
of water. Drinking water standards, physical, chemical and bacteriological analysis of water.
Module II
Water Treatment. Screening Sedimentation – theory of sedimentation, plain sedimentation,
design of sedimentation tanks, coagulation and flocculation, design of flash mixers,
flocculators, clariflocculators, Filtration, theory, filtering media, design, construction, control
and operation of slow, rapid sand and pressure filters, dual media filters. Disinfection,
methods of disinfection, chlorination, prechlorination,
superchlorination, dechlorination, chloramine process, break point chlorination.
Miscellaneous treatments, Colour, odour and taste removal, iorn and manganese removal,
flouridation and deflouridation, removal of hardness. Aeration, application in removal of iron
and manganese.
Module III
Wastewater engineering. Sanitary pumping, closets, urinals, wash basins, sinks, baths, traps,
soil pipes, antisyphonage pipes, wastewater pipes, systems of piping pipe joints, pipe fittings.
House drainage, principles of house drainage, inspection chambers, ventilation, testing of
drains, connection of house drains and street sewers. Systems of sewerage. Separate,
combined and partially combined system. conservancy and water carriage system. Quantity
of sanitary sewage. Source of sewage, relation to water consumption, ground water
infiltration, fluctuation of sewage flow. Quantity of storm sewage, factors affecting storm
water drainage, determination of storm water flow, time of concentration. Sewers and sewer
appurtenances, materials used in construction of sewers, shapes of sewers, hydraulics of
sewers, design of sewers, manholes, inlets, catch basins, flushing devices, regulators, leaping
weirs, side weirs, syphon spillway, inverted syphons, sewage pumps, pumping stations,
ejectors, sewer junctions, outlets, maintenance of sewers, inspections and repairs, ventilation
of sewers.
Module IV
Wastewater treatment. Characteristics of sewage, physical, chemical and biological
characteristics, physical and chemical analysis, sampling. Sewage disposal, dilution, disposal
into stream, pollution assimilation capacity of streams, disposal by irrigation, surface and
subsurface irrigation. Treatment of wastewater. Screens, grit chambers, detritus tanks,
skimming tanks sedimentation tanks, oxidation ponds, design, construction and operation of
these units. Design construction and operation of trickling filter and activated sludge
treatment units. Sludge treatment and disposal, anaerobic digestion, sludge drying beds,
sludge disposal. Design of septic tanks as per BIS specifications.
Solid waste management. Collection, transportation and processing. Types and sources of
solid wastes, vehicles for solid waste collection and transportation, solid waste
characteristics, disposal, composting, incineration, sanitary landfill. Air pollution. Types of
pollutants, sources, health effects, Air pollution control, Noise pollution, Sources, effects,
control
References:
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
2
1) K.N. Duggal : Elements of public health engineering (S.Chand&Col., Delhi)
2) S.K.Hussain : A text book of water supply and sanitary engineering
1. (Oxford I.B.Hpub.Co.,New Delhi)
3) Emil T. Cchanlett : Environmental protection (2nd Ed.) Mc Graw Hill)
4) Fair Geyer & Okun : Water supply Wastewater Engineering
5) Earnest W. Steel : Water supply and Sewage
6) Ehlers & Steel : Municipal & Rural sanitation (Mc Graw Hill)
7) Sawer & Mc Ganty : Chemistry for Environmental Engineering (Mc Graw Hill)
8) Metcaif & Eddy Inc: Waste water Engg-Treatment, disposal and reuse
(2nd Ed.) McGraw Hill)
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
3
CE 602A/B Analysis of Structures II
Module I
Column analogy method: fixed end moments for a beam with constant moment of inertia –
stiffness and carryover factor to beam with constant moment of inertia – fixed end moments
for a beam with variable moment of inertia – stiffness and carryover factor to beam with
variable moment of inertia – moments in quadrangular frames with one axis symmetry –
moments in closed frame with one axis symmetry – moments in unsymmetrical quadrangular
frames – moments in unsymmetrical closed frames
Module II
Approximate methods of multistory frame analysis: Vertical and lateral load analysis of
multistory frames – degree of indeterminacy– assumptions for vertical load analysis –
assumptions for lateral load analysis – portal method – cantilever method – alternate moment
and shear distribution – comparison of methods
Module III
Influence lines and moving loads: definition of influence line – influence line for statically
determinate beams – criterion for maximum reaction or shear in simple beams – criterion for
maximum bending moment in simple beams – absolute maximum bending moment in a
simple beam – Muller Breslau influence theorem for statically determinate beams – influence
lines for statically determinate trusses – criterion for maximum bending moment at a panel
point on the loaded chord of a truss – criterion for maximum bending moment at a panel
point on the unloaded chord of a truss – criterion for maximum bending moment at a panel
point on the web member of a truss – Muller Breslau influence theorem for statically
determinate trusses
Module IV
Arches and frames: Two hinged arches – symmetrical hingeless arches – Influence lines for
bending moment shear force and axial thrust – frames with and without hinges
Cable Suspension bridges: Equilibrium of unstiffened cable – tension in the cable – Length
of the cable – anchor cable – roller support – effect of cable length due to change in
temperature
Reference
1) Wang C.K –Intermediate Structural Analysis, McGraw Hill International Edition.
2) Khurmi RS – theory of structures – Schand
3) Timoshenko S.P. & Young D.H –Theory of Structures, McGraw Hill International
Edition.
4) Pandit and Gupta – Theory of structures – Tata McGraw Hill
5) Roy and Chakrabarty – Fundamentals of Structural Analysis – S Chand
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
4
CE 603A/B Design of Structures II
Module I
Materials and specifications: rolled steel sections- types of structural steels – specifications
Structural Fasteners: Riveting – bolted joints – types of riveted and bolted joints – failure of
riveted joints – strength of a riveted joints – efficiency of a joint – design of riveted joints for
axially loaded members – welded joints – advantages and disadvantages of welded joints –
types of welds and their symbols –design of fillet weld – design of butt weld – design of plug
and slot weld. Design of bolted joint
Eccentric connections: riveted joints subjected to moment acting in plane of joint – rivets
and bolts in tension and shear – design of eccentric connection – butt-welded joint loaded
eccentrically – fillet welded joint loaded eccentrically
Module II
Tension member: Net sectional area – permissible stresses – design of axially loaded tension
member – lug angle – tension splice
Compression member: strength of an axially loaded compression member – effective length
– maximum slenderness ratio – compression member with two rolled sections back to back –
design of compression members – lacing and battening for built-up compression member –
column base – slab base – gussette base – grillage foundation – column splices
Computation of loads using IS 875 in trusses
Module III
Beams: design procedure for laterally supported and unsupported beams – built up beams –
plate thickness – simple beam end connectors. Beam column: eccentricity of load –
eccentrically loaded base plate. Welded connections in beams
Plate girder: economic depth and self weight of plate girder – design of web – design of
flanges – curtailment of flange plate – riveted connection – web stiffeners – web splice –
flange splice
Module IV
RC Column footing: Design of square, rectangular & circular footing:- combined footing
rectangular & trapezoidal and strap footing by limit state method
RC Retaining walls : Types-Design of Cantilever and counterfort retaining walls by limit
sate method.
RC Water tanks: Design of underground & ground water tanks as per IS codes – rectangular
water tanks – Circular Water tanks – Design of sidewalls
Reference
1) Ram Chandra –Design of steel structures, Standard Book House, Delhi.
2) Dayaratnam – Design of Steel Structures – S Chand
3) Negi L.S – Design of steel structures, Tata Mc Graw Hill.
4) Raz WA – Structural design of steel, New Age International (P) Ltd, New Delhi.
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
5
CE 604A/B Geotechnical Engineering-II
Module I
Site investigation and soil exploration: objectives - planning - reconnaissance - methods of
subsurface exploration - test pits - Auger borings - rotary drilling - depth of boring - boring
log - soil profile- location of water table - S.P.T, Cone Penetration Tests, Plate load test, field
vane shear test - geophysical methods (in brief) - sampling - disturbed and undisturbed
samples –
Bearing capacity: ultimate and allowable bearing capacity - Terzaghi’s equation for bearing
capacity for continuous - circular and square footings - bearing capacity factors and charts -
Skempton’s formulae - effect of water table on bearing capacity –
Module II
Foundation -Functions of foundations - requisites of satisfactory foundations - different
types of foundations - definition of shallow and deep foundation - selection of type of
foundation
Footings: Individual, combined and continuous - design considerations –Allowable soil
pressure- footings subjected to eccentric loading - procedure for proportioning footings for
equal settlement
Raft foundations: bearing capacity equations - design considerations - conventional design
procedure for rigid mat - floating foundations
Settlement analysis: distribution of contact pressure – estimation of immediate and
consolidation settlement - causes of settlement - permissible, total and differential settlements
Module III
Pile foundations: uses of piles - classification of piles based on purpose and material –
selection of type of piles - determination of capacity of axially loaded single vertical pile -
(static and dynamic formulae) - determination of capacity by penetration tests and pile load
tests (IS methods) - negative skin friction - group action and pile spacing – settlement
analysis of pile groups.
Caissons: different types – different shapes of well foundations- construction details and
design considerations of well foundations
Note: Structural designs of foundations are not contemplated in this course.
Module IV
Earth Pressure-General and local states of plastic equilibrium – Rankines and coulomb’s
theories for active and passive conditions- influence of surcharge – Rebhann’s and
Culmann’s graphical methods for active earth pressure
Sheet pile walls and cofferdams : Types and uses of sheet piles – Design of cantilever and
anchored sheet pile walls. Types and uses of coffer dams.
Reference
1) Gopal Ranjan & Rao A.S.R – Basic and Applied Soil Mechanics., Wiley Eastern Ltd
2) Joseph.E. Bowles – Foundation Analysis and Design., Mc Graw Hill
3) Tomlinson – Foundations Design and Construction.
4) N.P. Kurian – Design of foundation system, Narosa Publication
5) Das B.M – Principles of Foundation Engineering – Thomson Learning
6) P.C.Varghese- Foundation Engineering, Prentice Hall of India
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
6
CE 605 A Transportation Engineering –II
Module I
Railway Engineering: Permanent way – main requirements – Component parts. Rails –
functions of rails –requirements of a good rail, weight and length., defects in rails, rail joint
and other fastenings, check and guard rails, coning of wheels, creep of rail. Sleeper- its
functions and requirements, types of sleepers, sleeper density. Ballast- functions and
requirements, different types used. Geometric Design: Design of horizontal curves-Super
elevation, negative super elevation in branches, length of transition curves –grade
compensation on curves, widening of gauge on curves.
Module II
Railway Operation control: Points and Crossings-Design features of a turn out-Types of
railway track points –Details of station yards and Marshalling yards-Signaling and
interlocking – Principles of track circuiting-Control of train movement by absolute block
system-automatic block system-Centralized traffic control systems.
Tunnel Engineering: Tunnel sections-types size and shapes-tunnel surveying-Alignment,
transferring center grade in to tunnel-tunnel driving procedure-tunneling through hard and
soft soils(Only Full face Method and Needle Beam Method) –Tunnel lining ventilation
lighting and drainage of tunnels.
Module III
Harbor Engineering: Classification of harbours Breakwaters-necessity and functions-different
types-forces acting on breakwater-design principles-construction of breakwaters-general
study of pier heads, quays, landing stages-wharves, jetties, transit sheds and warehouseschannel
demarcation-signal characteristics Beacons,buoys,channel- lighting, light houses).
Module IV
Dock Engineering Function and types of docks, dry docks, floating docks slipways, dock
gates and caissons-s Dredging-Mechanical and hydraulic dredgers-general study of bucket
ladder-Dredger, grab dredger and dipper dredgers.
Reference
1) S.C.Rangwala – Railway Engineering , CharoterPublishing House
2) Saxena & Arora – Railway Engineering, Dhanpatrai & Sons.
3) Subash C.Saxena – Railway Engineering , Dhanpatrai&Sons
4) S.P.Bindra – A Course in Docks & harbor Engg., Dhanpatrai & Sons
5) Chandola – A text book of Transportation Engineering – S Chand
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
7
CE 605 B MIS & FINANCE MANAGEMENT
Module I
Introduction to MIS Classification of computers-hardware & software details –introduction
to networking-concepts of networking- Configuration –types and inter connection of various
networks(LAN/MAN/WAN) Data base: definition- n analysis of DBMS- classification of
data items –coding considerations –types of coded structures.
Module II
Concept of data and information –role of MIS for managing information system for decision
making –phases in the information system life cycle .File storage : composition of data files
classification – selection consideration for file media and file organization methods –file
design considerations.
Module III
Finance Management : Tasks evolution of corporate management , long term financing
equity, preference and debenture, term loans ,dividends and share valuation, legal aspects of
dividends, short term financing, working capital, influencing factors, cash budgeting, ,terms
of liquidty, management of receivable and inventories, budgets and budgetary controlobjectives
of budgeting classification ratio analysis.
Module IV
Management of Accounting: Fundamentals of book keeping , journalizing ledger accounts,
subdivision of journal cash book, banking transactions, trail balance, preparation of trading
profit and loss account and bank balance sheet ,adjustments.
References:
1) Murdick & Rose : Information systems of Modern Management, Prentice Hall
2) Prasanna Chandra Tata: Financial Management, Mc Graw Hill
3) V.Rajaraman : Analysis and design of information systems
4) Stefar K & Staney : Theory and Practice of relational data bases.
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
8
CE 606A/B Water Resources & Irrigation Engineering
Module I
Hydrologic cycle, scope, application of hydrology. Precipitation: Formation of precipitation –
forms of precipitation – type of precipitation - measurement of precipitation –recording and
non recording gauges – gauge network - adjustments of precipitation data - average depth of
precipitation over an area - Arithmetic mean, Theissen polygon and isohyetal method –
Hyetograph – Mass curve - Depth area duration curves. Water Loses : Evaporation,
transpiration and infiltration – Factors affecting evaporation-measurement of evaporation -
Evaporation formulas – Infiltration, factors affecting infilitration. Determination of
infiltration rate - Effect of infiltration on run–off - Recharge of ground water Run off :
Factors affecting run–off – Empirical formulae-runoff – hydrograph - Components of
hydrograph - Separation of base flow - Hydrograph for isolated storm and complex storm -
unit hydrograph - derivation of unit hydrograph for isolated and complex storm - Unit
hydrograph for different duration – S hydrograph.
Module II
Ground water Hydrology : Occurrence, distribution of ground water – Darcy’ s law –
Permeability, safe yield - Location and development of ground water supplies - Hydrology of
well – Steady flow in confined and unconfined aquifers - open well – yield of an open well –
Effect of partial penetration - Interference of wells - Boundary effect - Specific capacity of
well – Tube wells –Yield from a tube well - Strainers – Site for a tube well Flow and lift
Irrigation –Perennial and Inundation irrigation - Important Crops and crop seasons –Duty and
delta – Method of Cultivation - Water requirement – Irrigation efficiency - Multipurpose
projects. Reservoirs : Investigation and planning – Selection of site – Engineering,
Geological, and hydrological Investigations - Fixation of storage capacity - Contours- Mass
curve - operation of reservoirs - reservoirs sedimentation.
Module III
Head works : Storage and diversion works- Layout of head works - Selection of site – Weirs-
Types of weirs – Weirs on permeable foundation – Uplift and piping – Bligh’ s creep theory -
Lane’ s weighted creep theory – Khosla’ s theory of independent variables - Design of aprons-
Body wall – vertical drop weir - design of sloping glacis weir. River regulators - Silt excluder
-Silt vane. Surplussing Arrangements : Spillways – Type and Functions – design of Ogee
Spillway and Siphon Spillway - energy dissipation below spillways – stilling basin - spillway
crest gates. Distribution works : Classification of canals – design of canals – erodible canals -
canals in alluvial soils – regime theory – Kennedy, Lacey traction theories – Manning’ s
formula - Design. Non–erodible canals - Friction formula—Chezy,Manning’ s formula,
Silting in canal and prevention – Scour-protection against scour.
Module IV
Storage works : Type of dams-Gravity dams –Forces acting on a gravity dam-Elementary
profile-Single step method of design –Method of stability analysis-Zonal method of designsafety
criteria-Galleries in dams. Earth and rockfill dams-Types of earthern dams.
Reference
1) Subramanya K, Engineering Hydrology, Tata McGraw-Hill.
2) Punmia & Lal, Irrigation and Water Power, Laxmi Publications Pvt Ltd.
3) Modi P N, Irrigation Water Resources & Water Power, Standard Book House.
4) Sahasrabudhe S F, Irrigation Engineering & Hydraulic Structures, Kataria
Publications.
Type of Questions for University Exam.
Q 1.Eight short answer questions of 5 marks with two questions from each of the four modules.
Q 2. to Q.5 : Two questions A & B of 15 marks from each modules with option to answer either A or B.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
9
CE607A CAD in Civil Engineering
1. Panelled door
2. Glazed window
3. Roof truss in structural steel sections- king post truss
4. Reinforced concrete staircase
Residential buildings
5. A cottage
6. A residence
7. A twin house with combination roof
8. Flats
Public buildings
9. A small hospital
10. A factory building
Note: serial no 1,2 ,3& 4 drawings shallbe drawn in drawing sheet and also using AutoCAD
or other equivalent software. Sl. No. 5 to 10 shall be drawn only using software.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
10
CE607 B CAD in Civil Engineering
1. Panelled door and Glazed window
2. Roof truss in structural steel sections- king post truss
3. Reinforced concrete staircase
Residential buildings
4. A cottage
5. A residence
6. A twin house with combination roof
7. Flats
Public buildings
8. A small hospital
9. A factory building
Note: serial no 1,2 & 3 drawings shall be drawn in drawing sheet and also using AutoCAD
or other equivalent software. Sl. No 4 to 9 shall be drawn only using software.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
11
CE 608A Environmental Engineering lab
1. Determination of solids (total, dissolved, organic, inorganic and settleable) in water.
2. Determination of turbidity and optimum coagulant dose.
3. Determination of alkalinity and ph of water.
4. Determination of hardness and chlorides in water.
5. Determination of iron in water.
6. Determination of sulphates and sulphides in water.
7. Determination of h.o and BOD of waste water.
8. Determination of available chlorine in bleaching powder and the chlorine dose
required to trent the given water sample.
9. Determination of manganese in water.
10. Determination of coliforms in water.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.
CUSAT B.Tech Degree Course – Scheme of Examinations & Syllabus 2006 CE Sem VI
12
CE 608 B Environmental Engineering lab
1. Determination of solids (total, dissolved, organic, inorganic and settleable) in water.
2. Determination of turbidity and optimum coagulant dose.
3. Determination of alkalinity and ph of water.
4. Determination of hardness, chlorides and iron in water.
5. Determination of sulphates and sulphides in water.
6. Determination of h.o and BOD of waste water.
7. Determination of available chlorine in bleaching powder and the chlorine dose required
to trent the given water sample.
8. Determination of manganese in water.
9. Determination of coliforms in water.
Note : 50 % marks is earmarked for continous evaluation, and 50% marks for end semester examination to
be assessed by two examiners. A candidate shall secure a minimum of 50 % marks separately for the two
components to be eligible for a pass in that subject.