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1

Shivaji University, Kolhapur.

Civil Engineering

Scheme of Teaching & Examination

T.E. (Semester-V)

Sr.

No.

Subject Teaching Scheme per Week Examination (Marks)

L P T D Total Theory

Paper

TW POE OE Total

1 Design of Steel

Structures

4 2 - - 6 100 - - - 100

2 Geotechnical

Engineering-I

3 2 - - 5 100 25 50 - 175

3 Water Resources

Engineering-I

3 2 - - 5 100 50 - - 150

4 Transportation

Engineering-I 3 2 - - 5 100 25 - 25 150

5 Environmental

Engineering-I

3 2 - - 5 100 50 - - 150

6 Building Planning

&

Design

2 - - 4 6 - 50 25 - 75

Total 18 10 - 4 32 500 200 75 25 800

2

Course Plan

Course Design of Steel Structures Course Code

Examination

Scheme

Theory Term Work POE Total

Max. Marks 100 -- -- 100

Contact

Hours/ week

4 -- -- 4

Prepared by Mr. Khurd V.G. Date 15-06-2015

Prerequisites This course requires the student to know about Engineering mechanics,

Properties of building materials, Structural Mechanics and behavior of

structures.

Course Outcomes

At the end of the course the students should be able to:

CO1 Explain behavior of structural steel elements and the design philosophies.

CO2 Analyze and Design bolted and welded connections is steel structures.

CO3 Analyze and Design structural steel elements like Tension members,

compression members, column, column bases and beams by LSM.

CO4 Analyze and design gantry girder.

Mapping of COs with POs

POs

COs

a b c d E f G h i j k L

CO1 √ √ √ √

CO2 √ √ √ √ √ √

CO3 √ √ √ √ √ √

CO4 √ √ √ √ √ √

3

Course Contents

Unit No. Title No. of

Hours

Section I

1. a) Introduction to Design of steel structures, Design Philosophy,

comparison of LSM & WSM, advantages and disadvantages of steel

structures, types of steel structures, grades of structural steel, various

rolled steel sections, loads and load combinationspartial safety factors

for load and materials, load calculation for roof trusses.

b) Types of bolts & welds, analysis and Design of axially and

eccentrically loaded bolted and welded connections (subjected to

bending and torsion).

9

2. Tension Members:

Common sections, Net area, modes of failure, load carrying capacity,

Design of axially loaded tension members, Design of end connections

(Bolted and welded).

8

3 Compression Members as Struts

Common sections, economical sections, effective length, slenderness

ratio, modes of failure, classification of cross section, behavior of

compression member, load carrying capacity, Design of compression

members.

7

Section II

4. a) a) Columns :

Design of column subjected to axial and eccentric loading, design of

lacing, battening system, column splices.

b) b) Column Bases

Design of slab bases & gusseted base subjected to axial and eccentric

load and design of concrete pedestal

9

5. Beams:

Types of sections, behavior of beam in flexure, design of laterally

supported, unsupported beams and built up beam using flange plates,

curtailment of flange plates, check for deflection, shear, web buckling &

web crippling. Secondary and main beam arrangement, beam to beam

connections.

8

6 Gantry girder:

Forces acting on gantry girder, commonly used sections, design of

gantry girder as laterally unsupported beam, connection details

7

Reference Books:

4

Sr. No. Title of Book Author Publisher/Edition Topics

1

Design of Steel Structures

N.Subramanian Oxford

University Press

Unit 1 to

Unit 6

2. Limit State Design of Steel

Structures

S.K. Duggal, Tata Mc-Graw

Hill India

Publishing

House

Unit 1 to

Unit 6

3 Design of Steel Structures K.S. Sairam Pearson

Unit 1 to

Unit 6

4 Design of steel structure by

Limit State Method as per IS:

800- 2007

Bhavikatti S. S., I K International

Publishing

House, New

Delhi

Unit 1 &

Unit 6

5 Limit state design in structural

steel

Dr. M. R. Shiyekar PHI publications.

Unit 1 &

Unit 6

Scheme of Marks

Section Unit No. Title Marks

1

1 Introduction to Design of Steel Structures

Design of Welded & Bolted Connections

16

2 Design of Tension Members 18

3 Design of Compression Members- Struts 16

2

4 Design of column and column bases 16

5 Design of beams 18

6 Design of gantry Girder 16

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in

No. Title CAT-I CAT-II

I

1 Introduction to Design of

Steel Structures

Design of Welded &

Bolted Connections

CO1

CO2

Q.1,2,3

2 Design of Tension

Members

CO3 Q.1,2,3

5

3 Design of Compression

Members- Struts

CO3 Q.1,2,3

II

4 Design of Column &

Column Bases

CO3 Q.1,2,3

5 Design of beams CO3 Q.1,2,3

6 Design of Gantry Girder CO4 Q.1,2,3

Unit wise Lesson Plan

Section I

Unit No 1 Unit Title I) Introduction to Design of Steel Structures

II) Design of Welded & Bolted Connections

Planned

Hrs.

9

Unit Outcomes

At the end of this unit the students should be able to:

UO1 Demonstrate advantages & disadvantages of steel structure CO1

UO2 Explain concept and method of design CO1

UO3 Analyze and Design Welded and bolted connections CO2

Lesson schedule

Class

No.

Details to be covered

1 Advantages & Disadvantages of steel structures & Permissible stress in Steel, factor of

safety.

2 Methods of design LSM & WSM, Comparison,

3 Grades of steel, Various Types of Standard rolled Sections. Types of loads and load

combinations,

4 Load calculation for roof Truss, Problems on load calculation for roof truss.

5 Types of welds, failure of welded joints, Throat thickness, permissible stresses

6 Analysis of axially & eccentrically loaded connections (subjected to bending &

torsion)

7 Design of welded connections.

8 Type of bolts, bolt, nut &washer assembly, stresses in bolts and design

9 Analysis and design of bolted connections

Review Questions

Q1 What are the advantages of steel structure over other types of structure? CO1

Q2 What are the different types of limit state? CO1

Q3 Differentiate between working stress methods & limit state method. CO1

Q4 Explain in short procedure for finding out wind load on roof truss? CO1

Q5 Plate bracket carrying a load of 150kN at an eccentricity of 100mm is

connected to the flange of steel I-section. Determine size of fillet weld. The

depth of bracket is 300mm at member face . The weld is applied on both

the sides of bracket.

6

Q6 Design welded connection for an angle 75 x 75 x 8 carrying an axial tensile

load of 100Kn connected to one side of gusset plate 8mm thick.

Q.1,2,3

Q7 Design a bolted bracket connection to support an end reaction of 400kN

because of the factored loads supported by the beam. The eccentricity of

the end reaction is shown in the figure. The steel used is of grade Fe410.

Use bolts of grade 4.6. The thickness of bracket plate may be taken as

10mm

CO2

Q8 A bracket plate 10 mm thick is used to transmit a reaction of 225 kN at a

distance of 300 mm from column flange as shown in Fig. Design the

welded connection and draw design details.

CO2

7

Section I

Unit No 2 Unit Title Design of Tension Members Planned

Hrs.

8

Unit Outcomes


UO1 Design the tension members CO3

Lesson schedule

Class

No.


10 Introduction to tension member, calculation of net effective area of angle, tees and

flats, Load carrying capacity of section.

11 Shear lag, Design of Tension members as per IS:800

12 Analysis problem

13 Design problems on Tension Member

14 Design problems on Tension Member

15 Lug Angle

16 Design of End Connections

17 Problem on Design of end connections

Review Questions

Q1 Explain step by step procedure to be followed in the design of tension

member.

CO3

Q2 Design a tension member to carry factored load of 150kN by LSM CO3

Q3 Design a tension member to carry factored load of 500kN by LSM

consisting of pair of unequal angles back to back connected

to opposite side of gusset plate by weld. Design connections & draw neat

sketch.

CO3

Q4 Determine the design load carrying capacity of single dissentious angle 50

x 50x5 which is used as compression member in roof truss if connected to

gusset plate through two bolts. The c/c distance between end connections is

1.5m.Grade of steel E250.

CO3

Q5 Find out design strength of angle 100 x 100 x 10 connected to gusset plate

12mm thick through 100mm long leg using M20 bolt of class 4.6. The

yield & ultimate strength of steel are E250 & 420MPa.

CO3

Section I

Unit No 3 Unit Title Compression Members- Struts Planned

Hrs.

7

Unit Outcomes


UO1 Design compression member & struts. CO3

Lesson schedule

Class

No.


18 Introduction to Compression Member, Common sections used in trusses.

19 Effective length and slenderness ratio, permissible stresses, Load carrying capacity of

8

section

20 Connection of section to gusset using weld / bolt.

21 Design problems on Truss.

22 Design problems on Compression Member

23 Design problems on Compression Member

24 Design of built up compression members.

Review Questions

Q1 Explain step by step procedure to be followed in the design of

Compression member

CO3

Q2 Design a compression member to carry factored load of 250kN by LSM. CO3

Q3 Calculate safe compressive load carrying capacity of double angle

discontinuous strut composed of 2ISA 80 x 50 x 6 with long leg connected

back to back on either side of gusset plate 10mm thick. The length of strut

between c/c of intersection is3m & tacking done.

CO3

Q4 Design a single unequal angle strut to carry a load of 90 kN. The angle is

connected by its longer leg to 8 mm thick gusset plate. The effective length

of the member is 2.5 m. Also design the plate bolted end connections.

CO3

Section II

Unit No 4 Unit Title Design of Column & Column Bases Planned

Hrs.

9

Unit Outcomes


UO1 Design column & column bases CO3

Lesson schedule

Class

No.


25 Introduction to Column, Simple and built up section,

26 Column subjected to axial force and bending moment, column splices.

27 built up columns with lacing and battening

28 Design problem on Column

29 Introduction to column bases, Slab base, Gusseted base and moment resisting bases

30 Design of anchor bolts, design of pedestal.

31 Design problems on column bases

32 Design problems on column bases

33 Design problem on gusseted base

Review Questions

Q1 Design the base for column carrying compressive load 500kN with an

eccentricity of 30mm from column centre line along minor axis (y-y

axis).The section of column is 300 ISHB. Draw neat sketch showing all

connection details work out in design.

CO3

Q2 What are the types of column bases provided for steel structures?

Q3 Design a column to carry axial compression of 1400kN & having a length

of 6m.It is effectively held in position at both ends , but restrained against

rotation. Design built-up section by using two channel sections. Also

CO3

9

design suitable lacing system

Q4 Design a slab base for a steel column ISMB 350 having width of flange

250 mm and carrying an axial compressive load of 1000 kN. If permissible

compressive stress in concrete is 4 MPa& permissible bending stress in

base plate is 185 MPa Take bearing capacity of soil = 300 kN/m2.

CO3

Q5 A steel stanchion consisting of ISHB 350 @67.4 kg/m carries an axial load

of 400kN and a moment of 50kNm in the plane of the web. Design the

base of the column with attached base plate and initially tensioned bolts.

The allowable bearing pressure on footing is 4N/mm2. The bolts may be

given tension of 140N/mm

CO3

Q6 Design a suitable moment resisting base for a column subjected to an axial

load of 360 kN and moment of 130 kNm. The column section is ISHB 400

@ 822 N/m. safe bearing pressure in concrete is 4000 kN/m2.

CO3

Section II

Unit No 5 Unit Title Beams Planned

Hrs.

8

Unit Outcomes


UO1 Design the structural steel beams CO3

Lesson schedule

Class

No.


34 Introduction to Laterally supported & unsupported beams

35 Design of simple beam

36 Built up beams using flange plates. Curtailment of flange plates, web buckling & web

Crippling.

37 Secondary and main beam arrangement & problems.

38 Beam to beam connections & Problems.

39 Design Problems on Beam

40 Design Problems on Built-up Beam

41 Problems on Design of beams

Review Questions

Q1 Write a note on curtailment of flange CO3

Q2 Differentiate between Laterally restrained beam & Laterally unrestrained

with neat sketch.

CO3

Q3 Design laterally restrained beam having effective span of 4m subjected to

UDL of 15kN/m including self weight& point load 10kN at mid point

vertically downwards. Take check for deflection & shear.

CO3

Q4 Design laterally restrained beam having effective span of 4m subjected to

UDL of 10kN/m including self weight& point load 20kN at mid point

vertically downwards. Take check for deflection & shear

CO3

Q5 The roof of a hall of 12mx8m consists of a RC slab 100mm thk. And a

50mm floor finish. The slab is supported on steel beams spaced at 3m

centre to centre. The live load on the slab is 2KN/sqm . Design an

intermediate steel beam I section. Assume that the slab provides adequate

CO3

10

lateral restraint to the compression flange of the steel beam.

Section II

Unit No 6 Unit Title Gantry Girder Planned

Hrs.

7

Unit Outcomes


UO1 Analyze & design the Gantry Girder CO4

Lesson schedule

Class

No.


42 Introduction to gantry girder, commonly used sections.

43 Forces acting on a gantry girder.

44 Design of gantry girder as laterally unsupported beam

45 Design of Connections of gantry girder.

46 Design Problem on gantry girder



Review Questions

Q1 Draw the neat sketch of crane system with all components. CO4

Q2 Design a simply supported gantry girder of 6m effective span to carry two

cranes of the capacity of 100kn each working in tandem. The weight of

each crane excluding the crab is 150KN and weight of each crab is 20KN.

The weight od the rail is 300N/m. The minimum approach of the crane

hook is 1.0m. The wheel base is 3.8m. The height of rail is 75mm.Assume

that the gantry girder is laterally unsupported. The expected number of

stress cycles = 2X106.

CO4

Q3 The Crane system has the following data. Determine the design forces

acting on

1) Crane capacity – 250kN

2) Weight of crane – 200kN

3) Weight of crab – 50Kn

4) Span of crane girder between rails – 20m

5) Minimum hook Approach – 1m

6) Wheel base – 3m

7) Span of gantry girder – 7m

8) Weight of rail section – 0.3kN/m

9) Height of rail section – 75mm

CO4

Model Question Paper

Course Title : Design of Steel Structures

Duration : 3Hrs Max.

Marks

11

100

Instructions:

1) All questions Compulsory.

2) Use of IS 800, IS 875, Steel table, Non programmable

calculator permitted.

3) Figure to the right indicate full mark.

4) Draw sketches wherever necessary.

5) Assume suitable data if required.

Section-I

Marks

1 a What are the advantages of steel structures over other typical

structures?

4

b Compare welded connection & bolted Connection 4

c Design welded connection for an angle 75 x 75 x 8 carrying an axial

tensile load of 100kN connected to one side of gusset plate 8mm thick.

4

d Explain how wind load is arrived at roof truss 4

2 a Explain step by step procedure to be followed in the design of tension

member.

6

b Design a tension member to carry factored load of 700kN by Limit

state method consisting of pair of equal angles back to back connected

to opposite side of gusset plate by weld. Design connections & draw

neat sketch.

12

3 a What is an angle strut? Differentiate between continuous &

discontinuous strut?

04

b Calculate safe compressive load carrying capacity of double angle

discontinuous strut composed of 2ISA 70 x 70 x 6 with long leg

connected back to back on either side of gusset plate 12mm thick. The

length of strut between c/c of intersection is3m & tacking done.

12

Section-II

Marks

4 a Draw a typical sketch of gusseted base & explain the design

procedure for the same

6

b Design a column to carry axial compression of 1400kN & having a

length of 6m.It is effectively held in position at both ends , but

restrained against rotation. Design built-up section by using two

channel sections. Also design suitable lacing system

10

5 a Differentiate between Laterally restrained beam & Laterally

unrestrained with neat sketch.

6

b Design laterally restrained beam having effective span of 4m subjected

to UDL of 20kN/m including self weight& point load 20kN at mid

point vertically downwards. Take check for deflection & shear.

12

6 a Draw the neat sketch of crane system with all components. 4

b The Crane system has the following data. Determine the design forces

12

acting on

1) Crane capacity – 200kN

2) Weight of crane – 200kN

3) Weight of crab – 60kN

4) Minimum hook Approach – 1.2m

5) Wheel base – 3m

6) Span of gantry girder – 6m

7) Weight of rail section – 0.3kN/m

8) Crane is electrically operated.

12

Assignments

List of experiments/assignments to meet the requirements of the syllabus

Assignment No. 1

Assignment Title Introduction of steel structure & Design of Welded & Bolted

Connections

CO1,CO2

Batch I/II Q 1) Define i) Partial safety factor for length ii) Partial safety factor for

load.iii) Characteristic strength

Q.2) Explain how wind load is arrived at on roof truss

Q.3) Design welded connection for an angle 75 x 75 x 8 carrying an axial

tensile load of 100kN connected to one side of gusset plate 8mm thick.

Q.4) Plate bracket carrying a load of 150kN at an eccentricity of 100mm is

connected to the flange of steel I-section. Determine size of fillet weld. The

depth of bracket is 300mm at member face . The weld is applied on both

the sides of bracket.

Q 5) A bracket plate 10 mm thick is used to transmit a reaction of 225 kN

at a distance of 300 mm from column flange as shown in Fig. Design the

welded connection and draw design details.

13

Assignment No. 2

Assignment Title Design of Tension Members CO3

Batch I/II Q.1) Explain step by step procedure of design of tension member

Q.2) Explain in short the ‘Lug angle’ & its need & design.

Q.3) Design a tension member to carry an axial load of 500kN. The

member is connected to gusset plate by welding. Design the connection &

prepare a neat sketch.

Q.4) Design a tension member to carry factored load o f 700kN by working

stress method consisting of pair of equal angles back to back connected to

opposite side of gusset plate by weld. Design connections & draw neat

sketch.

Assignment No. 3

Assignment Title Design of Compression Members- Struts CO3

Batch I/II Q.1) Explain the term slenderness ratio. Why least of gyration is

considered for the design of compression member

Q.2) Explain step wise procedure of design of compression member

Q.3) What is an angle strut? Differentiate between continuous &

discontinuous & prepare a neat sketch

Q.4) Calculate safe compressive load carrying capacity of double angle

discontinuous strut composed of 2ISA 80 x 50 x 6 with long leg connected

back to back on either side of gusset plate 10mm thick. The length of strut

between c/c of intersection is3m & tacking done

Q.5) Design a compression member to carry factored load of 250kN by

LSM

Q.6) Design a double angle discontinuous strut of roof truss to carry

180kN. The length of strut between c/c of intersection is 3m, connection is

welded. Also design the connection.

Assignment No. 4

Assignment Title Design of Beam CO3

Batch I/II Q.1) Write a note on curtailment of flange

Q.2) Differentiate between Laterally restrained beam & Laterally

unrestrained with neat sketch

Q.3) Write a note on web buckling & web crippling

Q.4) Design laterally restrained beam having effective span of 4m

subjected to UDL of 10kN/m including self weight& point load 20kN at

mid point vertically downwards. Take check for deflection & shear

Q.5)Design laterally restrained beam having effective span of 5m subjected

to UDL of 20kN/m including self weight . Take check for deflection &

shear.

Assignment No. 5

14

Assignment Title Design of Column & Column Bases CO3

Batch I/II Q.1) Explain the steps to be followed in design of lacing system.

Q.2) Draw a typical sketch of slab base & explain design procedure for

same

Q.3) Design gusseted base for column section [email protected]/m to

carry axial load of 2000kN.Take allowable pressure on concrete is 4MPa

Q.4) Design the base for column carrying compressive load 500kN with an

eccentricity of 30mm from column centre line along minor axis (y-y

axis).The section of column is 300 ISHB. Draw neat sketch showing all

connection details work out in design

Assignment No.6

Assignment Title Design of Gantry Girder CO4

Batch I/II Q.1) Show by drawing a neat sketch different forces that are considered in

design of gantry girder. Explain the procedure for finding of forces.

Q.2) Draw a neat sketch of crane system with all components.

Q.3) The Crane system has the following data. Determine the design forces

acting on

Crane capacity – 200kN

Weight of crane – 200kN

Weight of crab – 60kN

Minimum hook Approach – 1.2m

Wheel base – 3m

Span of gantry girder – 6m

Weight of rail section – 0.3kN/m

Crane is electrically operated.

Course Plan

Course Geotechnical Engineering I Course Code 45537

Examination

Scheme


Max. Marks 100 25 50 175

Contact

Hours/ week

3 2 -- 5

Prepared by Deepak Gunjagi Date 15/06/2015

Prerequisites Basic concepts of density, unit weight, stress, shear strength, pressure, etc.

Course Outcomes

15


CO1 Identify and classify different types of soil and determine their index properties.

CO2 Determine permeability of given soil samples and study the effect of water table

on development of stresses in the soils.

CO3 Determine compaction and consolidation characteristics of soil and its application

in civil engineering.

CO4 Explain the shear strength parameters of soil and experimentally determine the

parameters of soil.

CO5 Determine earth pressures acting on retaining structures by different analytical and

graphical methods.


POs

COs

a b c d E F G h i j k l

CO1 √ √

CO2 √ √

CO3 √ √

CO4 √ √ √

CO5 √ √ √

Course Contents


Hours

Section I

1. Soil, its properties and basic relationships: soil & soil structure, soil

phase system, weight volume relationships, index properties of soil -

unit weight, water content, specific gravity, void ratio, porosity, air

content, degree of saturation and their relationships and significance,

particle size analysis, I. S. classification of soil, Casagrande’s Plasticity

chart, soil consistency and indices.

06

2. Permeability and Seepage: Darcy’s law, Factors affecting permeability,

introduction to determination of coefficient of permeability by constant

head, falling head method pumping in test and pumping out test.

Permeability of layered soils

Seepage forces, Laplace equation, Flow net construction and

applications for determination of seepage, Concept of effective neutral

& total stress in soil mass, quick sand condition.

06

3. Compaction: phenomenon. Factors affecting compaction, Dry density

and moisture content relationship,zero air voids line,effect of

compaction on soil structure, Standard Proctor test and Modified

06

16

Proctor test as per IS – 2720. Field compaction equipment and methods,

Field control of compaction

Consolidation: Spring analogy, Terzaghi’s theory of one dimensional

consolidation, Lab consolidation test; cc, cv, mv and av, determination of

coefficient of consolidation-square root of time fitting method and

logarithm of time fitting method, normally consolidated and over

consolidated soils, determination of pre consolidation pressure.

Section II

4. Stress Distribution in Soil: Boussinesq theory- point load, strip load,

pressure distribution diagram on a horizontal, , pressure bulb,

introduction to Newmark chart, Westergaard's theory- uniformly loaded

rectangular area, contact pressure, approximate stress distribution

method- equivalent point load method and 2:1 method.

06

5. Shear Strength: Concept of shear stress and shear strength, Coulomb’s

theory and failure envelope, Total stress approach and effective stress

approach,representation of stresses on Mohr’s circle, Mohr-Coulomb’s

envelope for different types of soilsuch as c soil, phi soil and c-phi soil,

Determination of Shear Strength: type of test - box shear test (UU, CU,

CD), triaxial compression test (UU, CU, CD) unconfined compression

test, vane shear test.

06

6. Earth Pressure: Concept, Area of application, earth pressure at rest,

active and passive condition. Rankine’s theory of earth pressure –

dry/moist, submerged (partially and full), horizontal backfill with

surcharge, backfill with inclined surcharge and Coulomb’s theory of

earth pressure.

06

Reference Books:


1. Text book of soil mechanics

in theory and practice. Dr. Alam Singh

Asian Publishing House,

Bombay All

2. Soil mechanics and

Foundation engineering. V. N. S. Murthy

U. B. S.

Publishers

New Delhi

All

3. Soil mechanics and

Foundation engineering. B. C. Punmia

A Saurabh and

Company Pvt. Ltd.,

Madras

All

4. Soil mechanics. Terzaghi and

Peak

John Willey and Sons,

New- York All

5. Geotechnical Engineering. B. J. Kasamalkar

Pune

VidyarthiGrihaPrakashan

Pune

All

6. Soil Mechanics and K. R. Arora Standard Publications All

17

Foundation Engineering.

Scheme of Marks


I 1, 2, 3, 4 Properties of Soil, Permeability and Seepage,

Compaction, Consolidation. 50

II 5, 6, 7, 8 Stress Distribution in Soil, Shear Strength,

Determination of Shear Strength, Earth Pressure 50

Course Unitization

Section

Unit Course

Outcomes No. of Questions in


I 1. Properties of Soil. CO1 1

2. Permeability and Seepage. CO2 2

II 3. Shear Strength of Soil. CO4

1

4. Earth Pressure CO5 2


Section I

Unit No 1 Unit Title Soil, its properties and basic relationships Planned

Hrs. 06

Unit Outcomes


UO1 Determine index properties of soil.

UO2 Classify the soils based on USCS & ISCS

Lesson schedule

Class

No. Details to be covered

1 Introduction to soil mechanics, field of soil mechanics and its applications, density,

unit weights & unit systems, formation of soil and soil structure.

2 Three phase soil system, water content, density, specific gravity, voids ratio, porosity,

degree of saturation.

3

Functional relationships between:

i. e, G, w & S

ii. γd, G, e & n

iii. γ, G, e & S

iv. γd, G, w &na

4 Grain size distribution, particle size distribution curves, soil consistency.

18

5 Soil classification, field identification.

6 Problems.

Review Questions

Q1 Explain three phase soil system. When does it becomes two phase system. Explain

with figures.

Q2

Define the following with expressions and figures if necessary.

i. Density Index

ii. Flow Index

iii Degree of Saturation

iv. Coefficient of Curvature (Cc)

v. Shrinkage Index

vi. Plastic Limit

vii. Shrinkage Limit

viii. Relative Compactness

Q3 Draw and explain plasticity chart.

Q4

Explain the criteria on which fine grained soils are classified. Also give the entire

group symbols given to fine grained soils according to IS classification system.

Q5

Explain the purpose for classifying the soils. Explain the criteria on which coarse

grained soils are classified. Also give the entire group symbols given to coarse grained

soils according to IS classification system.

Unit No 2 Unit Title Permeability and Seepage Planned

Hrs. 06

Unit Outcomes


UO1 Determine coefficient of permeability.

UO2 Construct flow net and understand its applications in civil engineering.

Lesson schedule

Class


1 Capillary water, ground water, surface tension, capillary rise, capillary phenomenon of

soils, capillary zones.

2 Stress conditions in soil: effective and neutral pressures for submerged soil mass, soil

mass with surcharge, etc.

3 Soil permeability, Darcy’s law & its applications, factors affecting permeability, grain

size.

4

Properties of pore fluid, structural arrangement, entrapped air, determination of

permeability by constant and falling head methods, field pumping in and pumping out

test.

5 Flow net construction and applications, seepage forces, Laplace’s equation, quick sand

condition, uplift pressures, exit gradient, piping.

6 Problems on permeability and seepage.

Review Questions

19

Q1 What is flow net? Explain its characteristics and bring out the uses of flow net.

Q2 Describe the setup to determine coefficient of permeability by constant head & falling

head method. Derive the formula that you use.

Q3 Explain the phenomenon of quick sand. Derive the formula to obtain critical hydraulic

gradient.

Q4 Discuss the factors that affect coefficient of permeability.

Q5 Explain the terms Total Stress, Effective stress and Neutral stress.

Unit No 3 Unit Title Compaction and Consolidation Planned

Hrs. 06

Unit Outcomes


UO1 Determine the compaction characteristics of soil and field compaction control.

UO2 Determine the consolidation characteristics and consolidation settlement.

Lesson schedule

Class


1 Compaction phenomenon and its application, factors affecting compaction, dry density

and moisture content relationship, zero air voids line.

2 Effect of compaction on soil, laboratory and field methods for compaction of soils.

3 Consolidometer test and determination of consolidation parameters, consolidation

settlement calculations.

4 Determination of coefficient of consolidation by square root of time fitting method

and logarithm of time fitting method.

5 Pre-consolidation, normal and over consolidation of soils and its determination.

6 Problems on compaction and consolidation.

Review Questions

Q1 Explain the theory of compaction and effects of compaction on soil properties.

Q2

Explain the following:

i. Optimum Moisture Content

ii. Placement Water Content

iii. Zero Air Void Line

iv. Relative Compactness

Q3 Write about the type of rollers used with their suitability.

Q4 Distinguish between SPT and Modified Proctor Test.

Q5 Enlist the assumptions Terzaghi’s one dimensional consolidation theory.

Q6 Explain spring analogy of consolidation

Q7 What is e-log p curve? What parameter is found using the curve & what is the use of

it?

Q8 Explain the methods used for determining the coefficient of consolidation.

Section II

Unit No 4 Unit Title Stress distribution in soil Planned

Hrs. 06

Unit Outcomes


20

UO1 Determine the stresses in soil mass by analytical and graphical methods.

Lesson schedule

Class


1 Stress due to self weight, Boussinesq’s equation for concentrated forces,

Westergaard’s equation, comparison between two.

2 Pressure distribution diagram, pressure bulb and its generation, pressure distribution

on horizontal and vertical plane.

3 Vertical pressure under uniformly loaded circular and rectangular areas, vertical

pressure under line load and strip load.

4 Equivalent pint load method, contact pressure distribution, approximate stress

distribution methods.

5 Newmark’s influence chart and its preparation, Westergaard’s analysis, comparison

between Boussinesq’s and Westergaard’s equation.

6 Problems on Stress Distribution in Soil.

Review Questions

Q1 Write about how to use the Newmak’s chart.

Q2 Sketch contact pressure below rigid foundations on cohesive and cohesionless soils.

Q3 Explain the equivalent point load method for finding the stress below a loaded area.

Q4 Compare Boussinesq’s and Westergaard’s approaches for finding the stress below a

point load.

Q5 Derive Boussinesq’s equation for stress below a point load and show its meaning

through a sketch.

Unit No 5 Unit Title Shear strength Planned

Hrs. 06

Unit Outcomes


UO1 Understand failure theory and draw Mohr’s stress circle.

UO2 Determine shear strength of soil by Coulomb’s equation.

Lesson schedule

Class


1 Introduction of shear strength of soils, theoretical considerations of Mohr’s stress

circle, Mohr – Coulomb failure theory

2 Shear stresses on failure planes, strength envelope, shear strength parameters of soil,

development of failure envelope by total stress and effective stress approach.

3 Determination of shear strength of soil by using laboratory tests.

4 Determination of shear strength of soil for different drainage and consolidation

conditions.

5 Problems on shear strength of soil.

6 Problems on shear strength of soil.

Review Questions

Q1 Explain how the pore pressure is controlled in consolidated undrained shear test.

Q2 Explain how the unconfined compression strength test is used to find the shear

21

strength of soil.

Q3 Draw the strength envelopes for purely cohesive soil, φ – soils & c – φ soils.

Q4 Write a note on Mohr-Coulomb failure theory and how shear stresses on principal

planes are determined.

Q5

Explain with sketch

i. Direct Shear Test

ii. Triaxial Shear Test

iii. Vane Shear Test

Q6 What are the advantages of triaxial compression test?

Q7 Prove the equation for shear strength in Vane shear test; write clearly what the

notations indicate?

Q8 Explain how the unconfined compression strength test is used to find the shear

strength of soil.

Unit No 6 Unit Title Earth pressure Planned

Hrs. 06

Unit Outcomes


UO1 Determine the active, passive and at-rest earth pressures acting of retaining wall.

Lesson schedule

Class


1 Concept of earth pressure and it area of applications in field of civil engineering,

coefficient of active, passive and at-rest earth pressures.

2 Determination of active earth pressure by using Rankine’s theory for cohesive and

cohesionless soils.

3 Determination of passive earth pressure by using Rankine’s theory for cohesive and

cohesionless soils.

4 Rebhann’s graphical method for active earth pressure determination & Coulomb’s trial

wedge method.

5 Culmann’s graphical method for active earth pressure

6 Problems on Earth pressure calculations

Review Questions

Q1 Describe Culmann’s method of finding the active earth pressure with neat sketch.

Q2 Explain Coulomb’s method for finding the active earth pressure with neat sketch.

Q3 Explain Rebhann’s method for finding the active earth pressure with neat sketch.

Q4 What is meant by Active & passive condition of Plastic Equilibrium

Q5 Differentiate between Active, Passive and at rest earth pressures.


Course Title : Geotechnical Engineering I

Duration: 3 Hrs. Max. Marks: 100

Instructions:

22

Q 1 from section I and Q5 from section II are compulsory. Answer

any two other questions.

Figures to the right indicate marks.

Assume suitable data if necessary and state the assumptions made

clearly.

Section-I

Marks

1 a For a saturated soil whose w = 40% & G = 2.71, determine saturated

and dry unit weights.

6

b Define:

i. Liquid limit &

ii. Shrinkage limit

4

c What are the uses of flow nets? 5

d Differentiate between compaction and consolidation. 5

2 a The water table in silty-sand deposit, 8 m thick, is at a depth of 3m

below GL. Sand above WT is saturated by capillarity. Γsat of sand is

19.62 kN/m3. Calculate effective pressures at 1m, 3m & 8m depths

below GL. Plot pressure variations for σ, u, σ’.

10

b Briefly explain how sieve analysis test is carried out in the laboratory. 5

3 a What do you understand by “uplift pressure”? 3

b Plastic limit of a soil is 25% and its Ip is 8%. When the dried from its

stat at plastic limit to dry state the volume change is 25% of its volume

at plastic limit. Similarly, the corresponding volume change from its

state at liquid limit to dry state is 34% of its volume at liquid limit.

Determine shrinkage limit, shrinkage ratio & volumetric shrinkage of

the soil.

12

4 a Explain the effects of the following on MDD & OMC with respect to

compaction of soil:

i. Water content

ii. Amount of compaction

6

b An undisturbed sample of clay, 24mm thick consolidated 50% in 20

minutes when tested in the laboratory with double drainage. The clay

layer, from which the sample was obtained, is 4m thick in the field.

i. How much time will it take to consolidate 50% in the field

with double drainage?

ii. If the clay layer in the field had only single drainage,

calculate the time taken to consolidate 50%.

Assume uniform distribution of consolidation pressure.

9

Section-II

Marks

5 a A rectangular footing 2.4m x 2.0m carries audl of 320kN/m2. Find the

vertical pressure at a depth of 4.2m below the center of the footing

using Equivalent point load method.

5

b State any three limitations and any three advantages of direct shear

test.

6

23

c Draw strength envelopes for :

i. Φ – soil

ii. C – φ soil

4

d Explain what is meant by lateral earth pressure at rest and write the

formula for determining the earth pressure at rest at any depth ‘z’ and

also the total earth pressure at rest for retaining wall of height ‘H’.

5

6 a Give the expressions / formula for calculating σx1, σz1, τxz at a point P

situated horizontally at x units away and vertically z units below a line

load of intensity Q units per m length.

6

b What is a pressure bulb? Briefly explain the procedure of drawing a

pressure bulb.

5

c Compare the vertical pressures at a depth of 2m and 4m directly

beneath a load of 600 kN when:

i. The load is a point load

ii. The load is a circular load of radius 1.0m.

4

7 a Prove that a failure plane makes an angle, αf = (45 + φ/2) 6

b A specimen of clean dry sand is tested in a shear box. The soil fails at

a horizontal stress of 40 kN/m2 and a normal stress of 50 kN/m2.

Determine graphically:

i. Φ value of sand

ii. Principal stresses of failure

iii. Directions of principal stresses with respect to σ axis.

Clearly explain the various steps taken by you to arrive at the

graphical solution.

9

8 a Differentiate between active earth pressure and passive earth pressure. 6

b A retaining wall, 4m high, has a smooth back. The backfill has a

horizontal surface in level with the top of the wall. There is a

uniformly distributed surcharge load of 36kN/m2. The unit weight of

backfill soil is 18 kN/m3, φ = 30 and c = 0. Determine magnitude and

point of application of the total active earth pressure on the wall.

9

Assignments


Assignment No. 1

Assignment

Title

Properties of soil CO1

24

All Batches Q.1. A soil sample has a porosity of 40%. The specific gravity of soil is 2.7.

Calculate (a) Voids ratio, (b) dry density, (c) unit weight of soil if soil is 50%

saturated & (d) unit weight of soil if the soil is completely saturated.

Q.2. If Cu / Cc = 4 & Cu x Cc = 9, find Cu, Cc, D30, D60. Assume D10 = 0.1mm.

Q.3. Plastic limit, liquid limit and natural water content of soil sample is 40%,

65% & 48% resp. Find plasticity index, liquidity index and consistency index.

Q.4. Prove that maximum dry density of soil is 1.4 times the minimum for the

value of G=2.6, emin=0.4 &emax=1.

Q.5.For a saturated soil whose w = 40% & G = 2.71, determine saturated and dry

unit weights.

Assignment No. 2

Assignment

Title

Permeability and seepage CO2

All Batches Q.1. A 3.0m thick sandy stratum exists below a clay layer 4.0m thick. The clay

layer is at the bed of a lake with standing water height of 4.0m. Saturated density

of clay and sand is 19.3 kN/m3& 21.8 kN/m3 resp. Compute total stress, pore

pressure and effective stress at mid height of the sandy stratum.

Q.2. The co-efficient of permeability of soil sample is found to be 1 x 10-3 cm/sec

and the voids ratio of 0.4. Estimate the permeability of sand for a voids ratio of

0.6.

Q.3. A constant head permeability test was conducted on a cylindrical specimen

of 10cm diameter and 15cm height. 160cm3 of water was collected in 1.75

minutes under a head of 30cm. Compute coefficient of permeability, ‘k’ in m/year

and velocity of flow in m/sec. If porosity of the sample is 40% calculate the

seepage velocity.

Q.4.The water table in silty-sand deposit, 8 m thick, is at a depth of 3m below

GL. Sand above WT is saturated by capillarity. Γsat of sand is 19.62 kN/m3.

Calculate effective pressures at 1m, 3m & 8m depths below GL. Plot pressure

variations for σ, u, and σ’.

Assignment No. 3

Assignment

Title

Compaction CO3

All Batches Q.1. In standard proctor compaction test, the following results are obtained:

Optimum moisture content = 20%

Maximum dry density = 1.9g/cm3

Determine the porosity of compacted soil corresponding to OMC & MDD.

Also determine dry density at 100% saturation. Take G = 2.68.

Q.2. The following observations were made in a Standard Proctor Test, with

mould volume of 945c.c. and soil specific gravity of G = 2.67

Trial No. 1 2 3 4 5 6

Mass of wet

soil (kg) 1.7 1.89 2.03 1.99 1.96 1.92

Water

content 7.7 11.5 14.6 17.5 19.7 21.2

25

Determine maximum dry density and optimum moisture content. Also plot ZAV

line.

Q.3. The in-situ unit weight of an embankment, compacted at a water content of

12%, was determined by a core cutter. The empty weight of the core cutter was

1286gm. Core cutter filled with soil weighed 3195 gm. Volume of the core cutter

was 1000 cm3. Determine the following:

i. bulk unit weight

ii. dry unit weight and

iii. degree of saturation.

If the embankment becomes fully saturated, find its water content and saturated

unit weight. Assume G = 2.7.

Assignment No. 4

Assignment

Title

Consolidation CO4

All Batches Q.1. A saturated layer of 9m thick clay overlies rock strata & is cover on top by a

previous overburden .determine the time required for clay layer to reach half of

its ultimate settlement. takeCv = 5x10-4 cm2/sec (Tv)50 =0.196.

Q.2. The table summarizes the results of an oedometer test on a sample.

Pressure

kN/m2

0 13 27 54 108 214 480 960 1500

Dial

reading

(cm)

0.0 0.0 0.004 0.16 0.044 0.104 0.218 0.34 0.42

Initial height of sample = Hi=2.5cm

Height of solid particles = Hs=1.25cm.

Plot the curve & determine compression index &precosolidation pressure.

Q.3. A clay layer, 8m thick is subjected to a pressure of 70kN/m2. If the layer has

a double drainage and undergoes 50% consolidation (Tv=0.196) in one year.

Determine the coefficient of consolidation. If coefficient of permeability is

0.04m/year, determine the settlement in one year. Use Yw = 9.81 kN/m3.

Q.4. In a consolidation test, the void ratio of the specimen which was 1.068 under

the effective pressure of 214 kN/m2, changed to 0.994 when the pressure was

increased to 429 kN/m2. Calculate the coefficient of compressibility, compression

index and coefficient of volume compressibility.

Q.5. A saturated soil has Cc = 0.28, the void ratio at a stress of 12kN/m2 is 2.05

and its permeability is 35 x 10-7 mm/s. Compute:

i. change in void ratio if the stress is increased to 21.6 kN/m2.

ii. the settlement in (i) above if the soil stratum is 6m thick.

Q.6. A saturated clay layer, 5m thick, lies under a newly constructed building.

The effective pressure due to overlying strata on clay layer is 300 kN/m2. The

new construction increases the effective pressure by 120 kN/m2. If compression

index (Cc) of the clay is 0.45, compute settlement in clay layer because of the

new building. Given, w = 43% & G = 2.7.

Assignment No. 5

Assignment Stress distribution in soil CO5

26

Title

All Batches Q.1. On either side of point P the loads 600 kN and 1000 kN are located at 2.0m

and 3.0m respectively. Find the total stress developed 2.0m below the point P

using Boussinesq’s equation.

Q.2. On ground surface a rectangular plate 1m x 1.5m is loaded with intensity of

800 kN/sqm. Find the stress 1.2m below the centre of the plate. Compare this if

an approximate method of 1V:2H method is adopted.

Q.3. A rectangular area 4m x 2m is uniformly loaded with a load intensity 10t/m2

at the ground surface. Calculate the vertical pressure at a point 3m below one of

its corners. By equivalent – area method, (making four parts).

Q.4. A point load of 1000 kN acts on the ground surface. Find and show the

variation of vertical stress on a horizontal plane at a depth of 5m below the

surface, for radial distances of 0, 1, 2 and 4m.

Q.5. A point load of 1000 kN acts on the ground surface. Find and show the

variation of vertical stress on a vertical plane at a radial distance of 1m and at

depths of 0.5, 1, 2 and 6m.

Q.6. Find the intensity of vertical pressure and horizontal shear stress at a point

4m directly beneath a 20 kN point load acting at ground surface. What will be the

vertical pressure and horizontal shear stress at a point 2m horizontally away from

the axis of loading at the same depth of 4m.

Q.7.A rectangular footing 2.4m x 2.0m carries audl of 320kN/m2. Find the

vertical pressure at a depth of 4.2m below the center of the footing using

Equivalent point load method.

Assignment No. 6

Assignment

Title

Shear Strength CO6

All Batches Q.1. A cylindrical specimen of sand was tested in a triaxial test apparatus. Failure

occurred under a cell pressure of 120 kN/sqm, at a deviator stress of 400 kN/sqm.

Determine :

i. Angle of internal friction

ii. Angle of failure plane wrt horizontal

iii. Normal and shear stresses on failure plane.

Q.2. Following are the results of four drained shear tests with size of specimen =

6cm x 6cm, height of specimen is 3cm.

Test No. Normal load (N) Shear Load (N)

1 200 155

2 300 230

3 400 310

4 500 385

Draw the graph for the shear stress against normal stress and determine shear

strength parameters.

Q.3. A consolidated undrained test was conducted on a clay sample and the

following results were obtained; find shear strength parameters with respect to

effective stresses.

Cell pressure (kN/sqm) 200 400 600

27

Deviator stress at failure (kN/sqm) 118 240 352

Pore water pressure at failure (kN/sqm) 110 220 320

Q.4. Clean dry sand samples were tested in a large shear box 25cm x 25cm and

the following results were obtained. Determine shear strength parameters.

Normal stress at failure (kN) 150 250

Shear stress at failure (kN) 110 120

If the sample of the same soil is tested in a triaxial test with cell pressure of 150

kN/sqm,at what deviator stress would it fail?

Q.5. A cylindrical specimen of 38mm diameter and 76mm length was tested

under unconfined compression strength test. The load at failure was 55 N and

axial deformation was 10mm. Find shear strength parameters if the failure plane

makes an angle of 560 with horizontal.

Q.6. A specimen of fine dry sand when subjected to a triaxial compression test,

failed at a deviator stress of 400 kN/m2. Compute the lateral pressure to which the

specimen would have been subjected to. Take Ø = 440.

Q.7. A shear box test conducted on a soil sample gives following observations:

Normal Load (N) 360 720 1080 1440

Shear Load Proving Dial Readings (Divs.) 13 19 26 32

If the shear box is 60mm square and proving ring constant is 20 N per division,

find out the shear strength parameters (C and Ø) of the soil in kN/m2 and degrees

respectively.

Q.8. Two triaxial tests were conducted on a material. In the first test failure

occurred at σd = 750 kN/m2& a cell pressure of 250 kN/m2. In the other test cell

pressure was 400 kN/m2 and failure occurred at total pressure of 1600 kN/m2.

Determine the shear parameters c & φ.

Q.9. A CU test was conducted on a sample with cell pressure = 100 kN/m2&σd =

60 kN/m2. The soil has c = 0 kN/m2, φ = 300 (w.r.t. effective stresses) and cu = 0

kN/m2&φu = 13.30 (w.r.t. total stresses). What was the pore pressure at failure?

Q.10. A specimen of clean dry sand is tested in a shear box. The soil fails at a

horizontal stress of 40 kN/m2 and a normal stress of 50 kN/m2.

Determine graphically:

i. Φ value of sand

ii. Principal stresses of failure

iii. Directions of principal stresses with respect to σ axis.

Clearly explain the various steps taken by you to arrive at the graphical solution.

Assignment No. 7

Assignment

Title

Earth pressure CO7

All Batches Q.1. A backfill consists of soil of unit weight of 16.5 kN/m3, Ø = 260 with

cohesion of 10 kN/m2. The fill has on top surface a uniform surcharge of intensity

16 kN/m2. Determine the earth pressure force per unit length after the crack has

developed. Show its position from the base.

Q.2. A backfill consists of soil of unit weight of 15 kN/m3, Ø = 260 with cohesion

of 8 kN/m2. The fill has on top surface a uniform surcharge of intensity 10 kN/m2.

28

Determine the earth pressure force per unit length and its position from the

bottom.

Q.3. A smooth backed vertical wall is 6.3m high and retains a soil with a bulk

unit weight of 18 kN/m3 and Ø = 180. The top of the soil is level with the top of

the wall and is horizontal. If the soil surface carries a uniformly distributed load

of 45 kN/m2, determine the total active thrust on the wall per linear metre of the

wall and its point of application.

Q.4. A smooth vertical wall 5m high retaqins a soil with C = 2.5 N/cm2, Ø = 300

and unit weight of 18 kN/m3. Show the Rankine passive pressure distribution and

determine the magnitude and point of application of the passive resistance.

Q.5. A retaining wall 9m high retains a cohesionless soil, with an angle of internal

friction 330. The surface is level with the top of the wall. The unit weight of the

top 3m of the fill is 21 kN/m3 and the rest is 27 kN/m3. Find the magnitude and

point of application of the resultant active thrust.

Q.6. A rigid retaining wall, 6m high, is restricted from yielding. The backfill

consists of cohesionless soil whose φ = 260 and γ = 19 kN/m3. Compute :

i) Earth pressure at the base of the wall.

ii) Total earth pressure and its point of application.

Q.7. Compute the intensities of active and passive earth pressure at a depth of 8 m

in a cohesionless sand with φ = 300 and γdry = 18 kN/m3. What will be the active

and passive earth pressures if WT rises to the GL ? Take γsat = 22 kN/m3.

Q.8.A retaining wall, 4m high, has a smooth back. The backfill has a horizontal

surface in level with the top of the wall. There is a uniformly distributed

surcharge load of 36kN/m2. The unit weight of backfill soil is 18 kN/m3, φ = 30

and c = 0. Determine magnitude and point of application of the total active earth

pressure on the wall.

Lab Plan

Experiment

No Experiment Title CO

1 Determination of water content by oven drying. CO1

2 Specific gravity determination by pycnometer / density bottle. CO1

3 Particle size distribution-Dry Mechanical sieve analysis CO1

4 Determination of consistency limits (minimum 2- LL, PL, SL) CO1

5 Field density test by core cutter CO1

6 Field density test by sand replacement method CO1

7 Determination of co-efficient of permeability by variable head method. CO2

8 Standard proctor test/ Modified proctor test. CO3

9 Direct shear test – CD CO4

Laboratory demonstrations (Any 2)

29

Experiment

No Experiment Title CO

1 Determination of co-efficient of permeability by constant head CO2

2 Particle size distribution-Sedimentation analysis (hydrometer) CO1

3 Unconfined Compression Test CO4

4 Triaxial shear test. CO4

5 One dimensional consolidation test. CO3

Course Plan

Course Water Resource Engineering - I Course Code 101

Examination

Scheme


Max. Marks 100 50 150

Contact

Hours/ week

3 2 -- 5

Prepared by Ms. A. S. Manjarekar Date 15/6/2015

Prerequisites This course requires the student to know about the basic concepts regarding

hydrologic cycle with evaporation , infiltration & runoff, groundwater

hydrology with open well & tube well design, irrigation

Course Outcomes


CO1 Apply the knowledge of estimation of hydrometeorological parameters

CO2 Design of hydrograph and measurement of discharge

CO3 To design of tube well and open well

CO4 To develop the methods of consumptive use of surface water and groundwater

and minor irrigation works


POs

COs

a b c d E F G h i j k L

CO1 √ √ √ √ √

CO2 √ √ √ √ √

CO3 √ √ √ √

Co4 √ √ √ √

Course Contents

30


Hours

Section I

1. Introduction of Hydrology: Definition, Importance and scope of

hydrology, the hydrologic cycle,

Precipitation: Forms and types of precipitation, Methods of

measurement, Graphical representation of rainfall - Mass rainfall curves,

Hyetograph, Determination of average precipitation over the catchment.

Evaporation: Proccess, factors affecting, measurement, and control of

evaporation, Infiltration: Process, Factors affecting and measurement of

Infiltration

08

2. Runoff: Factors affecting runoff, Determination of annual runoff,

Rainfall runoff relationship

Hydrograph: Storm hydrograph, Base flow and Separation of base flow,

direct runoff hydrograph, Unit hydrograph – theory – assumptions and

limitations, Derivation and use of unit hydrograph, S-curve hydrograph.

06

3. Stream gauging: Selection of site, discharge measurement by Area

velocity method, slope Area method

Floods: Estimation of peak flow-- empirical equations, rational method,

Importance of --Design flood, standard project flood, maximum

probable flood, Introduction to flood frequency analysis.

06,

Section II

4

Ground water hydrology: Occurrence, distribution and classification of

ground water, Darcy’s law, Acquifer parameters— Permeability,

specific yield, specific retention, porosity, storage coefficient,

Transmissibility,Hydraulics of well under steady flow conditions in

confined and unconfined aquifers, Specific capacity of well,

Recuperation Test, constructional features of Tube wells and Open

wells .

06

5 Introduction to irrigation: Definition and necessity of irrigation, ill-

effects of irrigation, surface, sub-surface, sprinkler irrigation, Water

logging and land drainage,

Water requirement of crops:

Principal crops and crop seasons, cropping pattern and crop rotation,

Classes and availability of soil water, depth and frequency of irrigation,

Duty, delta, base period and their relationship, factors affecting duty,

methods of improving duty, Assessment and efficiency of irrigation

water. Gross command area, culturable command area and command

area calculations based on crop water requirement.

Estimation of evapo-transpiration by blaney-criddle method and penman

method,

08

7 Minor Irrigation works : General layout, main components and

functioning of –

1. Percolation tanks, 2. K.T.Weir, 3. Bandhara irrigation 4.

06

31

Lift irrigation

Watershed Management: Need and importance of watershed

management, Soil conservation measures, Techniques of Rainwater and

groundwater harvesting.

Reference Books:


1 Irrigation Engg. S. K. Garg Khanna

publications

6,7

2 Irrigation and water resource

engineering

B.C. Punmia, Jain LaxmiPubilcations ALL

3 Irrigation and water resource

engineering

K. R. Arora standard

publications

ALL

Scheme of Marks


I 1,2,3 Introduction Of Hydrology and Evaporation Runoff &

Infiltration, Hydrograph, Stream gauging

50

II 4,5,6 Groundwater hydrology,soil water relationship, minor

irrigation works

50

Course Unitization

Section

Unit Course Outcomes No. of Questions in


I 1 Introduction Of

Hydrology, infiltration.

Explain hydrologic

cycle and types of

precipitation.

3 -

2 Runoff & hydrograph Explain runoff and its

methods of

measurement.

3

II 3 Stream gauging Explain different

methods of

measurement of

discharge & maximum

flood..

- 3

4 Groundwater

hydrology

Explain groundwater

hydrology & design of

3

32

open well and tube well.


Section I

Unit No 1 Unit Title INTRODUCTION TO HYDROLOGY,

INFILTRATION AND EVAPORATION

Planned

Hrs.

8

Unit Outcomes


UO1 Explain hydrologic parameters and infiltration and evaporation CO1

Lesson schedule

Class

No.


1 Introduction to hydrologic cycle, weather and its precipitation potential

2 Forms & types of precipitation

3 Methods of measurement of precipitation

4 Double mass analysis, hyetograph and mass rainfall curve

5 Estimation of missing rainfall data and average precipitation over the catchment

6 Evaporation, measurement of evaporation

7 Factors affecting evaporation as well as infiltration

8 Measurement of infiltration

Review Questions

Q1 Explain hydrologic cycle with sketch. CO1

Q2 Define hydrology. enlist the engg. Activities where hydrological studies

are essential.

CO1

Q3 Describe various types of precipitation CO1

Q4 Write a note on – a) cloud seeding

b) raingauge density

c) network of raingauge

d) laps rate & its type

e) humidity & its type

f) radar measurement

CO1

Q5 Enlist & explain types of rain gauge with neat sketch. CO1

Q6 What are the various selection criteria for raingaugestation. CO1

Q7 How will you control evaporation from reservoir CO1

Q8 What are the different methods of evaporation with neat sketch. CO1

Q9 Define evaporation. Explain factors affecting evaporation CO1

Q10 Define infiltration, infiltration capacity and infiltration rate CO1

Q11 Enlist and explain factors affecting infiltration. CO1

Q12 State and explain infiltration capacity curve CO1

Q13 Explain the methods of measurement of infiltration CO1

Unit No 2 Unit Title RUNOFF AND HYDROGRPH Planned

Hrs.

06

33

Unit Outcomes


UO2 Explain various components of hydrograph,Draw storm hydrograph ,direct

runoff hydrograph, unit hydrograph and S curve hydrograph and methods of

measurement and runoff and its methods of measurement

CO1

Lesson schedule

Class

No.


9 Runoff, factors affecting runoff

10 Methods for calculation of runoff

11 Storm hydrograph and its components

12 Direct runoff hydrograph, base flow and separation of base flow

13 Unit hydrograph theory ,assumption and limitation

14 UH derivation ,S-curve hydrograph

Review Questions

Q1 Define hydrograph. Explain various components of it CO1

Q2 What is mean by base flow and negative base flow? CO1

Q3 What are the various methods of estimation of base flow? CO1

Q4 What is UH? Give limitations assumption and use of unit hydrograph? CO1

Q5 What is the procedure of construction of unit hydrograph?- CO1

Q6 Define runoff. What are the various factors affecting the runoff., CO1

Q7 Write various methods of estimating runoff CO1

Unit No 3 Unit Title STREAM GAUGING Planned

Hrs.

6

Unit Outcomes


UO3 Explain various methods of measurement of discharge and peak flood CO2

Lesson schedule

Class

No.


15 Selection of site for stream gauging

16 Area velocity method

17 Slope area and other methods

18 Flood hydrograph and types

19 Methods of measurement of peak flood

20 Methods of measurement of peak flood

Review Questions

Q1 Define stream gauging. Give site selection criteria for it. CO2

Q2 Write note on current meter CO2

Q3 Describe briefly the different methods to estimate the magnitude of peak

flood.

CO2

Q4 Explain stage discharge relationship or stage rating curve CO2

Write a note on – a) design flood CO2

34

b) standard project flood

c) probable maximum flood

d) recurrence period

State and explain various methods of stream gauging. CO2

SECTION II

Unit No 4 GROUNDWATER HYDROLOGY Planned

Hrs.

06

UO4 Explain hydraulics of well under steady flow in confined & unconfined

aquifer and Design open well & tube well

CO3

Class

No.

21 Occurrence & distribution of groundwater, specific yield of aquifer

22 Movement of groundwater, Darcy law of permeability

23 Hydraulics of well under steady flow in confined aquifer

24 Hydraulics of well under steady flow in an unconfined aquifer

25 open well- design and construction

26 tube well- design and construction

Review Questions

Q1 Define groundwater hydrology.explain types of aquifer with neat sketch. CO3

Q2 Explain the darcy law for ground water movement and its range of validity CO3

Q3 Write note on ovccurence of groundwater table. CO3

Q4 Derive the expression for discharge for steady flow to the well in an

unconfined aquifer. Explain in terms of radius of influence.

CO3

Q5 Derive the expression for discharge for steady flow to the well in an

confined aquifer

CO3

Q6 Differentiate between tube well and open well CO3

Q7 Write the procedure to construct the open well CO3

Q8 Write the procedure to construct the TUBE well CO3

Unit No 5 Unit Title IRRIGATION AND SOIL WATER

RELATIONSHIP

Planned

Hrs.

8

Unit Outcomes


UO5 Explain different types of irrigation & various methods of application of

water to soil

CO4

Lesson schedule

Class

No.


27 Introduction to irrigation and its necessity and Types of irrigation

28 Methods of application of water to soil

29 Water logging and land drainage

30 Classes and availability of soil water, principal crop and crop seasons

31 Cropping pattern , crop rotation, command area calculation

35

32 Duty, delta, factors affecting duty

33 Methods of improving duty, consumptive use of water

34 Estimation of evapotranspiration , efficiency of irrigation

Review Questions

Q1 define irrigation and its necessity. CO4

Q2 Explain the various types of irrigation systems CO4

Q3 Explain various methods of application of water to soil CO4

Q4 Write note on Water logging and land drainage CO4

Q5 Define the soil water. Give the classification of it. CO4

Q6 Explain the various crop seasons in india. CO4

Q7 Write note on - a) frequency of irrigation

b) cropping pattern

c) crop rotation

d) consumptive use of water

CO4

Q8 What is mean by duty, delta & base period. Derive the relation between

them.

CO4

Q9 What are the various factors affecting the duty. CO4

Q10 What is mean by efficiency of irrigation & various types of it. CO4

Q11 State & explain classification of crop. CO4

Q12 What are the methods of calculating consumptive use of water. CO4

Unit No 6 Unit Title MINOR IRRIGATION WORKS Planned

Hrs.

06

Unit Outcomes


UO8 Draw layout of percolation tank, k,t,weirs and lift irrigation scheme &

explain watershed management and rainwater harvesting

CO4

Lesson schedule

Class

No.


35 General layout of percolation tank, K.T. weir

36 Lift irrigation & its main components

37 Rainwater harvesting and its methods

38 Methods of groundwater harvesting

39 watershed management

40 soil conservation techniques

Review Questions

Q1 Explain with layout of percolation tank & its design consideration. CO4

Q2 Write a note on ground water recharge techniques. CO4

Q3 What do you understand by rain water harvesting. CO4

Q4 Briefly explain various techniques used for rain water harvesting. CO4

Q5 Write a note on percolation tank with following –

a) Site selection

b) Construction detail

c) Advantages & disadvantages

CO4

36

Q6 What do you understand by watershed management. Explain in details

different activity performed in water shed management programme.

CO4

Q7 Write a note on soil conservation techniques. CO4

Q8 Explain with neat sketch KT weir. CO4

Q9 Explain with neat sketch general layout of various components of lift

irrigation scheme.

CO4


Course Title

:

WATER RESOURCE ENGG. I

Duration 3 Hrs Max.

Marks:

100

Section-I

Marks

1 a Explain hydrologic cycle with sketch. 8

b Enlist & explain any two types of rain gauge with neat sketch. 8

2 a How will you control evaporation from reservoir 6

b State and explain infiltration capacity curve 10

3 a What is UH? Give limitations assumption and use of unit hydrograph? 9

b Define hydrograph. Explain various components of it. What is S-curve

hydrograph?

9

4 a Explain stage discharge relationship or stage rating curve 6

b Write note on current meter 6

c Define stream gauging. Give site selection criteria for it. 6

5 a Write a note on – a) network of raingauge

b) standard project flood

c) methods of base flow seperation

d) radar measurement

Section-II

Marks

6 a Derive the expression for discharge for steady flow to the well in an

unconfined aquifer. Explain in terms of radius of influence.

8

b Differentiate between tube well and open well 8

7 a Explain various methods of application of water to soil 8

b Write note on Water logging and land drainage 8

8 a What is mean by duty, delta & base period. Derive the relation

between them.

4

b Rainwater harvesting and its methods 4

37

c State & explain classification of crop. 4

d Explain with neat sketch KT weir. 4

9 b Write note on - a) frequency of irrigation

b) lift irrigation

c) necessity of irrigation

18

Assignments

Assignments

Assignment no. Assignment Title CO1 to CO4

1 Determination of average annual rainfall

2 Determination of abstraction losses – phi index calculation

3 To develop SH, UH, DRH and S hydrograph

4 Stream flow measurements – Area velocity and slope-area method

5 Yield calculations of open well and tube well.

6 Determination of Crop water requirement using consumptive use formulae

7 Layout of lift irrigation, K.T.Weir and percolation tank

Course Plan

Course Transportation engineering Course Code 47904

Examination

Scheme Theory Term Work POE Total

Max. Marks 100 25 25 150

Contact

Hours/ week 3 2 -- 5

Prepared by Kore S.B, Patil Date 15-06-2015

38


CO1 Design features such as super-elevation sight distance section of road in cutting and filling

CO2 Design flexible and rigid pavement as per IRC.

CO3 Carryout quality control for WBM, BBM, and concrete pavements.

CO4 Design and plan airport, runways terminals buildings, hangers and aprons.

CO5 Plan different methods of tunneling in soft and hard rocks

CO6 Plan and layout for docks and ports.


POs

COs

a b c d e f g h i j k l

CO1 √ √ √ √

CO2 √ √ √ √

CO3 √ √ √

CO4 √ √ √

CO5 √ √

CO6 √ √

Course Contents


Hours

Section I

1.

Highway planning-Classification of roads, brief history of road

development in India, present status of roads in India. NHAI,

NHDP, PMGSY, MSRDC.

Geometric design of highways-Terrain classification, design speed,

07

39

vehicular characteristics, highway cross-section elements Sight

distance: introduction to sight distance, reaction time, analysis of

safe sight distance, analysis of overtaking sight distance,

intersection sight distance. Design of horizontal alignment:

horizontal curves, design of super elevation and its provision,

radius at horizontal curves, widening of pavements at horizontal

curves, analysis of transition curves. Design of vertical alignment:

different types of gradients, grade compensation on curves,

analysis of vertical curves, summit curves, valley curves.

2.

Pavement materials- Stone aggregates: desirable properties, tests,

requirements of aggregates for different types of pavements.

Bituminous materials: types, tests on bitumen, desirable properties,

selection of grade of bitumen. Bituminous mix design: principle,

methods, modified binders.

Design of pavements-Types of pavements, functions of pavement

components, pavement design factors, design wheel load,

equivalent single wheel load, repetition of loads, equivalent wheel

load factors, strength characteristics of pavement materials,

climatic variation; design steps of flexible highway pavement as

per IRC 37-2001 and problems based on CBR method, Design of

rigid pavement as per IRC 58-2002, Stresses in rigid highway

pavements, , Joints in rigid pavements: transverse joints,

longitudinal joints, fillers and sealers.

06

3.

Traffic engineering- traffic characteristics, traffic studies.

Highway construction- Types of roads: WBM, BBM, SDBC,

DLC& PQC.Highway drainage- Necessity, surface draining, sub

surface drainag

06

Section II

4.

Airport Engineering- introduction, terminology, components of

Aircraft, aircraft characteristics.

Airport planning: airport surveys, site selection, obstructions.

Runways: orientation, wind rose, basic runway length, geometric

design, airport capacity, runway patterns.

Taxiways, terminal buildings.

08

6.

Docks and Harbour Engineering : introduction, planning and layout

of ports, classification of ports and harbours,, site selection, break

water, jetties

05

40

7.

Tunnel Engineering: Introduction to tunnelling

Tunneling in hard rock, and soft material, shield method, tunnel

lining, safety measures, ventilation, lighting and drainage

tunnelling.

05

Reference Books:


01 Highway Engineering Khanna S.K. and

C.E.G. Justo

NemChand&

Bros., Roorkee.

1,2,3,

02 Principles of Transportation

Engineering

ParthaChakroborty

and Animesh Das

Prentice-Hall

India, New Delhi

1,2,3,

03 Pavement Analysis and Design Yang H. Huang Prentice-Hall 2

04 Airport Planningand Design Khanna S.K.,

Arora M.G. and

Jain S.S.

Prentice-Hall

India, New Delhi

4

05 Dock and Harbor Engineering Oza Chartor pub.

house

5

06 Dock, Harbor and Tunnel

Engineering

Shrinivasan Chartor pub.

house

5,6

07 IRC: 76-1979 – Tentative

Guidelines for Structural

Strength Evaluation of Rigid

Airfield Pavement

Indian Roads

Congress

IRC, New Delhi. 2,4

08 IRC: 85-1983 – Code of

Practice for Accelerated

Strength Testing and Evaluation

of Concrete Road and Air field

Constructions

Indian Roads

Congress

IRC, New Delhi. 2,4

09 IRC: 58-2002 (Second

Revision) – Guidelines for the

Indian Roads

Congress

IRC, New Delhi. 2

41

Design of Rigid Pavements for

Highways

10 IRC: 37-2001 – Guidelines for

the Design of Flexible

Pavements for Highways

Indian Roads

Congress

IRC, New Delhi. 2

Scheme of Marks


I 1 Unit 1: Introduction to Highway Engineering and

Highway Geometric Design

16/18

2 Unit 2: Pavement Design 16/18

3 Unit 3: Traffic Engineeringand Highway

Construction and Highway Drainage

16/18

II 4 Unit 4: Airport Engineering 16/18

5 Unit 5: Dock And Harbour Engineering 16/18

6 Unit 6: Tunnel Engineering 16/18

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in


I

1

Unit 1: Introduction to

Highway Engineering and

Highway Geometric Design

CO1 Q1,2,3

2 Unit 2: Pavement Design CO2 Q1,2,3

3

Unit 3 Traffic

Engineeringand Highway

Construction and Highway

Drainage

CO3 Q1,2,3

42

II

4 Unit 4: Airport Engineering CO5 Q1,2,3

5 Unit 5: Tunnel Engineering CO6 Q1,2,3

6 Unit 6: Dock And Harbour

Engineering

CO7


Section I

Unit No 1 Unit

Title

Introduction to Highway Engineering

and Highway Geometric Design

Planned

Hrs.

07

Unit Outcomes


UO1 To know various government policies regarding development of

roads.

CO1

UO2 To understand concepts and methods of Highway Finance CO1

UO3 To understand basics of Highway Geometric Design. CO1

Lesson schedule

Class No. Details to be covered

1 Introduction to Scope of highway engineering., Road development plans,

Recent developments – NHAI,NHDP,PMGSY,MSRDC

2 Highway Geometric Design: Terrain classification, Highway Alignment-

Definition, requirements, factors controlling alignment, of hill roads

3 Highway Geometric Design: Cross-sectional elements, sight distances

4 Highway Geometric Design: Horizontal alignment – super elevation, widening

of pavement on horizontal curve

5 Highway Geometric Design: Vertical alignment –gradient, vertical curves

6 Highway Geometric Design: Design Problems

43

7 Highway finance –BOT, BOOT, Annuity, PPP, DBFO.

Review Questions

Q1 Define objects of Highway Planning and explain empirical methods

of estimation of total unit cost of highway transportation.

CO1

Q2 How terrains are classified and write a note on factors affecting

controlling alignment of hilly roads.

CO1

Q3 What are cross sectional elements of Highway? Derive the formula

for overtaking sight distance and safe sight distance.

CO1

Q4 What is superelevation? Explain with neat sketch how a vehicle

negotiating horizontal curve is prevented from skidding or

overtopping.

CO1

Unit No 2 Unit Title Pavement Design Planned Hrs. 06

Unit Outcomes


UO1 To design flexible pavement as per IRC 37:2001 CO2

UO2 To design rigid pavement as per IRC 58:2002 CO2

Lesson schedule


1 Pavement Design: Pavement types, components, functions, design factors

2 Design of flexible pavements, CBR Method

3 Design of flexible pavements: IRC: 37-2001.

4 Design of rigid pavement: Westergaard’s analysis of wheel load stress,

temperature stresses.

5 Types of joints and their functions

6 Design of rigid pavements: IRC: 58-2002 method of design.

Q1 Explain factors affecting design of flexible pavement. CO2

Q2 What are the types of road pavement? Explain components of rigid CO2

44

pavement.

Q3 Explain the factors which affect design of rigid pavement. CO2

Q4 Write design procedure as per IRC 37 to design flexible pavement CO2

Q5 Write design procedure as per IRC 58 to design rigid pavement CO2

Unit No 3 Unit Title Traffic Engineeringand

Highway Construction

and Highway Drainage

Planned Hrs. 06

Unit Outcomes


UO1 To understand principles of highway construction procedure for

various layers of pavement as per specifications.

CO3

UO2 To understand importance highway drainage and means to achieve

good highway drainage.

CO3

UO3 To understand concepts of traffic characteristics, traffic studies and

analysis.

CO3

UO4 To learn various traffic control devices used for controlling the

traffic.

CO3

Lesson schedule


1 Highway materials, WMM roads,;

2 Bituminous roads-BC, SDBC, DBM

3 Concrete roads-DLC,PQC

4 Stabilizedroad, MOST specifications.

5 Necessity of highway drainage, surface and subsurface drainage

6 Maintenance and repairs of highway drainage.

7 Traffic Engineering: Traffic characteristics, Traffic studies and

analysis, Road marking, Traffic sign

45

Review Questions

Q1 What is meant by DLC and PQC CO3

Q2 Write short note on MoST specifications for BC, SDBC, DBM CO3

Q3 What are the materials used for construction of highway? CO3

Q4 What is meant by stabilized roads? CO3

Q5 Explain necessity of providing highway drainage. Write short note

on surface and subsurface drainage

CO3

Q6 Write short note on traffic control devices. CO3

Q7 Explain parameters of traffic. CO3

Q8 What are the types of traffic signals? CO3

Q9 Explain importance of traffic signals and road markings. CO3

Section II

Unit No 4 Unit

Title

Airport Engineering Planned

Hrs.

08

Unit Outcomes


UO1 To understand principles of airport planning. CO4

UO2 To understand concepts of air traffic control. CO4

UO3 To understand concepts of planning and characteristics of runways,

taxiways and terminal buildings.

CO4

Lesson schedule


1 Introduction: Terminology, Airport Classification ICAO, componentsof an

aircraft, aircraft characteristics.

2 Airport Planning: Airport surveys, Site selection, AirportObstructions, layouts,

zoning laws, Environmental considerations.

46

3 Air Traffic Control: VFR, IFR, Visual aids, airport lighting andmarking.

4 Runways: Orientation, wind rose, Basic runway length, Geometricdesign,

Airport capacity, Runway patterns.

5 Taxiways: Layout, geometrical standards, exit taxiways

6 Terminal Buildings: Site selection, facilities, aprons, parkingsystems.

Review Questions

Q1 Explain site selection criteria for airport. CO4

Q2 What is meant by basic runway length? Which are the corrections to

modify basic runway length?

CO4

Q3 Explain wind rose diagram. CO4

Q4 Write short note on taxiway and terminal buildings CO4

Q5 Write short note on Visual aids, airport lighting and marking. VFR,

IFR.

CO4

Unit No 5 Unit Title Dock And Harbour

Engineering

Planned Hrs. 05

Unit Outcomes


UO1 To understand concept of navigational requirements for water

transport.

CO5

UO2 To understand basics of water break structures. CO5

UO3 To learn principles of navigational aids. CO5

Lesson schedule


1 Introduction Inland water transport in India, tides , waves, erosion,beach drift,

littoral drift sand bars, coast protection

2 classification ofports and harbours, sites selection, break waters

3 Jetties, wharves, piers, facilities required.

47

4 Types of dock, navigational aids, lighthouses

5 Terminal buildings,specialequipments, containerization.

Q1 What is meant by Breakwaters, jetties and wharves? CO5

Q2 Explain factors affecting site selection of dock yard. CO5

Q3 Write short note on tides, waves, erosion,beach drift, littoral drift

sand bars, and coast protection.

CO5

Q4 Write short notes on Types of dock, navigational aids, lighthouses,

Terminal buildings.

CO5

Unit No 6 Unit

Title

Tunnel Engineering Planned Hrs. 05

Unit Outcomes


UO1 To understand concepts of geological investigations for tunnel and to

fix the alignment of tunnel

CO6

UO2 To learn various methods of tunneling in hard rock and soft

materials.

CO6

Lesson schedule


1 Introduction and consideration in tunnelling

2 Geological investigation,tunnel alignment, tunnel shafts, pilot tunnels

3 Tunnelling in hard rock



6 Tunnelling in soft materials: shield methods.

7 Tunnel lining (rockbolting and guniting), Safety measures in tunnel

8 Ventilation, lighting anddrainage of tunnels

48

Review Questions

Q1 What are the methods of tunneling in hard rock? CO6

Q2 Explain how to provide Ventilation, lighting anddrainage in pilot

tunnel.

CO6

Q3 Write short note on TBM CO6

Q4 What is meant by tunnel lining? CO6

Q5 Explain how alignment of tunnel is transferred from ground to actual

tunnel construction site.

CO6


Course Title : TRANSPORTATION ENGINEERING

Duration 3 hours Max. Marks 100

Instructions:

1. Figures to the right indicates full marks.

2. Attempt any three questions from Section I and II.

3. Illustrate your answers with suitable sketches.

4. Use of non-programmable pocket calculator is permitted.

Q. No Section-I Marks

1 Define objects of Highway Planning and explain empirical methods of

estimation of total unit cost of highway transportation.

16

2 a What are geometric design elements to be considered for a rural

highway, explain with cross of road and a sketch.

12

b What is superelevation? Explain with neat sketch how a vehicle

negotiating horizontal curve is prevented from skidding or overtopping.

04

3 a Describe the wheel load stress and temperature stress analysis by

Westerguaards methods for rigid pavements.

10

b With neat sketch explain functions of different type of concrete 06

49

pavement joints.

Section-II

Q. No. Marks

4 a What are the factors to be considered in preliminary survey for airport

site location?

08

b Draw a neat sketch representing schematic functioning of an airport

with following amenities.

i. Terminal Building

ii. Apron

iii. Blast Fences

iv. Taxiway and runway

08

5 a Describe the methodology of transferring of center line through shaft in

alignment of a tunnel.

08

b What is tunnel lining? What are the materials used for tunnel lining

based on the purpose of tunnel.

08

6 a What are the factors to be considered in selection of site for dock yard? 08

b Factors to be considered in designing of breakwater and tetrapod. 08

Assignments

Experiment No. 1

Experiment Title Aggregate Specific Gravity and Water absorption test

Batch I Aggregate Specific Gravity and Water absorption test

Batch II Aggregate Specific Gravity and Water absorption test

Batch III Aggregate Specific Gravity and Water absorption test

Batch IV Aggregate Specific Gravity and Water absorption test

Experiment No. 2

50

Experiment Title Aggregate Impact Test and Abrasion Test

Batch I Aggregate Impact Test and Abrasion Test

Batch II Aggregate Impact Test and Abrasion Test

Batch III Aggregate Impact Test and Abrasion Test

Batch IV Aggregate Impact Test and Abrasion Test

Experiment No. 3

Experiment Title Bitumen: Penetration and Softening Point Test

Batch I Bitumen: Penetration and Softening Point Test

Batch II Bitumen: Penetration and Softening Point Test

Batch III Bitumen: Penetration and Softening Point Test

Batch IV Bitumen: Penetration and Softening Point Test

Experiment No. 4

Experiment Title Bitumen: Flash and Fire Test

Batch I Bitumen: Flash and Fire Test

Batch II Bitumen: Flash and Fire Test

Batch III Bitumen: Flash and Fire Test

Batch IV Bitumen: Flash and Fire Test

Experiment No. 5

Experiment Title Bitumen: Ductility Test

51

Batch I Bitumen: Ductility Test

Batch II Bitumen: Ductility Test

Batch III Bitumen: Ductility Test

Batch IV Bitumen: Ductility Test

Experiment No. 6

Experiment Title Bitumen: Viscosity and Stripping Value Test

Batch I Bitumen: Viscosity and Stripping Value Test

Batch II Bitumen: Viscosity and Stripping Value Test

Batch III Bitumen: Viscosity and Stripping Value Test

Batch IV Bitumen: Viscosity and Stripping Value Test

Assignment No. 1

Assignment Title Design of Flexible Pavement

Batch I Design the pavement for new 4 lane dual flexible carriageway with the

following data:

i) Initial traffic in each direction in the year of completion of

construction : If roll no <40; initial traffic = (50*Roll

No) cvpd

If roll no ≥40; initial traffic = (25*Roll No) cvpd

ii) Design life : (a) 10 years and (b)15 years

iii) Design CBR of sub-grade soil : 5% (If roll no <40)

Batch II

Batch III

Batch IV

52

: 8% (If roll no ≥40)

iv) Traffic growth rate : 8.5% (If roll no ≥40)

: 7.9% (If roll no <40)

v) Vehicle damage factor :4.5 sa/cv

vi) Distribution factor : 0.75

Assignment No. 02

Assignment Title Design of Rigid pavement

Batch I A cement concrete pavement is to be designed for a two lane Dual

carriageway National Highway in Maharashtra state. The total two way

traffic is (Roll No*50) commercial vehicle/day at the end of the

construction period. The design parameters are

i. Flexural strength of cement concrete = 45 kg/cm2

ii. Effective modulus of subgrade reaction of DLC sub base = 8

Kg/cm3

iii. Elastic modulus of concrete = 3 x 105 kg/cm2

iv. Poisson’s ratio = 0.15

v. Thermal coeff. Of concrete = 10 x10-6/ 0c

vi. Tyre pressure =8 kg/ cm2

vii. Rate of traffic increase = 8.2 % (for roll no. <40)

= 9.1% (for Roll no. ≥40)

viii. Spacing of contraction joint =4.5 m

ix. Width of slab = 3.5 m

Assignment No. 03

Batch II

Batch III

Batch IV

53

Assignment Title Airport Engineering

Batch I 1. Which are the aircraft characteristics used for planning of an

airport?

2. What are the obstructions for planning of an airport?

3. Write short note on wind rose diagram, terminal buildings,

Airport Classification ICAO, zoning laws, airport lighting and

marking, Airport capacity/

4. What do you mean by orientation of runway? What is basic

runway length? Explain runway correction factors.

5. Write short note on Runway patterns, Layout of taxiway, exit

taxiway, aprons, parking system for aircrafts

Batch II

Batch III

Batch IV

Assignment No. 04

Assignment Title Tunnel Engineering

Batch I 1. What are the shapes used in tunnels?

2. What are the methods of tunneling in hard rock?

3. Explain how to provide Ventilation, lighting and drainage in pilot

tunnel.

4. Write short note on TBM

5. What is meant by tunnel lining?

6. Explain how alignment of tunnel is transferred from ground to

actual tunnel construction site.

Batch II

Batch III

Batch IV

Assignment No. 05

Assignment Title Dock And Harbour Engineering

Batch I 1. What is meant by Breakwaters, jetties and wharves?

54

Batch II 2. Explain factors affecting site selection of dock yard.

3. Write short note on tides, waves, erosion, beach drift, littoral drift

sand bars, and coast protection.

4. Write short notes on Types of dock, navigational aids,

lighthouses, Terminal buildings.

Batch III

Batch IV

Lab Plan


Experiment

No

Experiment Title CO

Test on aggregates

1 Aggregate Impact Value CO1

2 Los Angles Abrasion Test CO1

3 Crushing test of aggregate CO2

Test on Bituminous materials

1 Penetration test CO3

2 Softening point test CO3

3 Flash and Fire point test CO4

4 Ductility test CO4

5 Viscosity of bitumen CO5

6 Stripping value CO5

Course Plan

Course Environment Engineering-I Course Code

Examination

Scheme


Max. Marks 100 25 25 150

Contact

Hours/ week

3 2 -- 5

Prepared by Miss. P.S. Kore& Mr. V. V. Patil Date 15/6/2015

Prerequisites F.E:- Basic Civil Engineering: - Water supply scheme: - Flow chart, General

information S.E:- Environmental Studies: - Environmental Pollution,

Environmental Legislation, Water harvesting methods.

Course Outcomes


CO1 Explain the concept sources of water, characteristics and water quality standards

and analyze design period for water treatment unit, fluctuation in water demand

and population forecast

55

CO2 Explain concept and design of intake well, jack well, pumps and rising mains in

pipeline

CO3 Explain the concept and case study water softening and demineralization process

CO4 Explain and analyze design the concept of pumping and pipeline materials,

forces and corrosion in pipeline

CO5 Explain and analyze concept of water distribution system, layout pattern and

design analyze design of pipe network

CO6 Explain concept of water supply appurtenances and analyze water distribution

reservoirs. Also explain the concept and case study of green building, waste

recycling.


POs

COs

a b c d E f G h i j k l

CO1 √

CO2 √ √

CO3 √ √ √

CO4 √ √ √ √

CO5 √ √ √

CO6 √ √ √ √ √

Course Contents


Hours

Section I

1. Sources of water, quantity & quality of sources, demand of water, factors

affecting demand, fluctuations in demand, rate of water consumption,

design period & population forecast.

Water quality parameters, characteristics & significance in water

treatment, drinking water quality standards- BIS, WHO Standards.

Intake Works - concept & design of Intake well, Jack well, Pumps &

Rising mains.

6

2 Concept of water treatment: Aeration- Types of aerators, design of

cascade aerator, Coagulation & Flocculation- factors affecting,

destabilization of colloidal particles, types of dosing of coagulants,

selection of coagulants, jar tests, design of rapid mixer &flocculator.

Sedimentation- Theory, types of settling, types of sedimentation tanks,

6

56

design principles & design, concept of tube & plate settler.

3 Filtration- Mechanism, head loss development, negative head loss, Types

of filters- Slow sand filter, Rapid sand filter, Multimedia & Pressure

filter, operation & design of rapid sand filter.

Disinfection-Mechanism,factorsaffectingdisinfection,methodsof

disinfection, chemistryofchlorination,Formsofchlorination and practices.

Watersofteningprocesses-lime-sodaprocess,ionexchange

Demineralization- Reverseosmosis,electro-dialysis.Layout of water

treatment units as per source.

6

Section II

4. Reservoirs: necessity, types, capacity determination by analytical &

graphical method.Transmission of water, pumping & gravity mains,

choice of pipe materials, forces acting on pressure pipes, leakage &

pressure testing of pipes, thrust block design, corrosion types & control

measures. Leakage

6

5. Water distribution systems, method of distributing water, layout pattern,

basic system requirements for water distribution system, methods of

network analysis: equivalent pipe method, Hardy-Cross method, design

problem, concept of Newton Rapson method.

6

6. Water supply appurtenances- sluice valve, air relief valve, gate valve,

non-return valve, scour valve, fire hydrants water meter, service

connections, maintenance & leak detection of water distribution system.

Concept of Green building- Energy efficiency, Energy& water

budgeting.

6

Reference Books:


1 Water Supply Engineering Dr. B. C. Punmia Laxmi Publishers,

New Delhi,1995

Unit-1,2,4,5,6

2 Wastewater Engineering

Treatment and Reuse

Metcalf and

Eddy

Tata McGraw-Hill

Edition,2003

Unit-1,2,5

3 Water Supply Engineering S. K. Garg Khanna Publishers,

New Delhi,2012

Unit-

1,2,3,4,5,6

4 Water Supply Engineering Dr. P. N. Modi Standard Book

House, New

Delhi,2011

Unit-

1,2,3,4,5,6

Scheme of Marks


I 1 Sources of water, quantity & quality of sources, demand 18

57

of water, factors affecting demand, fluctuations in

demand, rate of water consumption, design period &

population forecast. Water quality parameters,

characteristics & significance in water treatment,

drinking water quality standards- BIS, WHO Standards.

Intake Works - concept & design of Intake well, Jack

well, Pumps & Rising.

I 2 Concept of water treatment: Aeration, Coagulation &

Flocculation, Sedimentation.

16

I 3 Filtration, Disinfection , Water softening processes,

Demineralization

16

II 4 Transmission of water, pumping & gravity mains,

choice of pipe materials, forces acting on pressure pipes,

leakage & pressure testing of pipes, thrust block design,

corrosion types & control measures.

16

II 5 Water distribution systems, method of distributing

water, layout pattern, basic system requirements for

water distribution system, methods of network analysis:

equivalent pipe method, Hardy-Cross method, design

problem, concept of Newton Rapson method.

18

II 6 Water supply appurtenances- sluice valve, air relief

valve, gate valve, non-return valve, scour valve, fire

hydrants water meter, service connections, maintenance

& leak detection of water distribution system.

Concept of Green building- Energy efficiency, Energy

& water budgeting.

16

Course Unitization

Section

Unit Course

Outcomes

No. of Questions in


I 1 Sources, quantity & quality of water,

demand of water, rate of water

consumption, design period &

population forecast, water

characteristics, drinking water quality

standards- BIS, WHO Standards.

Intake Works.

CO1 Q.1,2,3

2 Concept of water treatment: Aeration,

Coagulation& Flocculation,

Sedimentation.

CO2 Q.1,2,3

3 Filtration, Disinfection, Water

softening processes, Demineralization

CO3 Q.1,2,3

58

II 4 Transmission of water, pumping &

gravity mains, choice of pipe materials,

forces acting on pressure pipes, leakage

& pressure testing of pipes, thrust block

design, corrosion types & control

measures.

CO4 Q.1,2,3

5 Water distribution systems, method of

distributing water, layout pattern, basic

system requirements for water

distribution system, methods of

network analysis: equivalent pipe

method, Hardy-Cross method, design

problem, concept of Newton Rapson

method.

CO5 Q.1,2,3

6 Water supply appurtenances- sluice

valve, air relief valve, gate valve, non-

return valve, scour valve, fire hydrants

water meter, service connections,

maintenance & leak detection of water

distribution system. Concept of Green

Buildings.

CO6 Q.1,2


Section I

Unit No 1 Unit Title Sources, quantity & quality of water,

demand of water, rate of water consumption,

design period & population forecast, water

characteristics, drinking water quality

standards- BIS, WHO Standards, Intake

Works.

Planned

Hrs.

06

Unit Outcomes


UO1 To understand sources, quantity & quality of water. CO1

UO2 To understand demand of water & water budget. CO1

UO3 To understand& to make analysis of design period & population forecast of

water.

CO1

UO4 To understand characteristics and significance in water. CO1

UO5 To understand & implantation drinking water quality standards- BIS, WHO

Standards for water treatment plant unit.

CO1

UO6 To understand concept and design of Intake well, CO1

UO7 To understand concept and design of Jack well, Pumps and Rising mains CO1

Lesson schedule

Class Details to be covered

59

No.

1 Sources of water- surface & subsurface, quantity of water- rate of water consumption

data, quality of water- all the water quality parameters-PH, TDS, Hardness and

Chlorides.

2 Demand of water- factors affecting demand- climatic, fluctuations in demand- daily,

hourly, monthly and yearly, rate of water consumption, water budget for small town

and large town.

3 Design period for water treatment unit & population forecast- arithmetic method,

geometric method, incremental increase method, graphical method.

4 water characteristics- physical, chemical and biological & significance of water for

utility purposes

5 drinking water quality standards- BIS, WHO Standards for water treatment plant unit

6 concept and design of Intake well- structure of Intake well, components of Intake well

design parameters of Intake well

7 concept and design of Intake well- structure of Jack well, Pumps and Rising mains,

components of Jack well, Pumps and Rising mains, design parameters of Jack well,

Pumps and Rising mains.

Review Questions

Q1 Explain various factors which directly affect the per capita demand of town CO1

Q2 Explain fluctuation in water demand. CO1

Q3 Explain significance in water supply system CO1

Q4 Explain types of intakes with neat sketch CO1

Section I

Unit No 2 Unit Title Concept of water treatment: Aeration,

Coagulation& Flocculation, Sedimentation,

Planned

Hrs.

06

Unit Outcomes


UO1 To understand concept of aeration system and types of aerators, analyze

design of cascade aerator.

CO2

UO2 To understand concept of coagulation and flocculation- factors affecting,

destabilization of colloidal particles

CO2

UO3 To understand types of dosing of coagulants, selection of coagulants and jar

tests procedure, Also to study the concept of sedimentation and theory, types

of settling and to analyze design principles of sedimentation tank.

CO2

UO4 To understand the design of rapid mixer and flocculator. Also to study the

types of sedimentation tanks

CO2

UO5 To understand concept of tube and plate settler and to analyze design of tube

and plate settler.

CO2

Lesson schedule

Class

No.


3 concept of aeration system- process, significance of aeration system, types of aerators-

gravity aerators, spray aerator, diffused aerators, design parameter of cascade aerator

4 concept of coagulation and flocculation process- type of water to used of coagulation

and flocculation process factors affecting,- temperature, size of particle, PH,

60

destabilization of colloidal particles- charges on the colloidal particles, size of particle

5 types of dosing of coagulants- alum, FeSO4, FeCl3, selection of coagulants- depend

upon of PH of the water, jar tests procedure- jar tests experiment for optimum dose,

the concept of sedimentation and theory, types of settling – discrete, flocculent,

hindered, compress, design principles of sedimentation tank- design parameter for

sedimentation tank

6 the design of rapid mixer and flocculator- design parameter of rapid mixer and

flocculator, the types of sedimentation tanks- based on shapes and structure

7 concept of tube and plate settler- process of tube and plate settler, design of tube and

plate settler- design parameter of tube and plate settler.

Review Questions

Q1 Explain theory of coagulation CO2

Q2 A water treatment plant to treat 60 mld of water. Alum dose required is 40

mg/lit. Assuming water temperature 20oC and G-t value of 4000.

Determine flocculent tank size and monthly alum requirement.

CO2

Section I

Unit No 3 Unit Title Filtration, Disinfection ,Water softening

processes, Demineralization

Planned

Hrs.

06

Unit Outcomes


UO1 To understand the types of filters and study slow sand filter, rapid sand filter. CO3

UO2 To understand concept of multimedia and Pressure filter and to study the

operation and design of rapid sand filter and rate control patterns.

CO3

UO3 To understand concept of disinfection. To study mechanism of disinfection,

factors affecting disinfection,To understand methods of disinfection,

chemistry of chlorination. To study of chlorination practices, points of

chlorination, application of chlorine

CO3

UO4 To understand apply water softening processes in water treatment unit. CO3

UO5 To understand apply various demineralization process in the water

treatment unit

CO3

UO6 To understandsequencing of treatment for various qualities of surface &

ground water

CO3

Lesson schedule

Class

No.


1 The types of filters - slow sand filter, rapid sand filter, working process and design

parameter slow sand filter, rapid sand filter.

2 concept of multimedia and Pressure filter- process of multimedia and Pressure filter,

the operation and design of rapid sand filter, rate control patterns- flow rate, concept

of disinfection- process and mechanism of disinfection, U.V, chlorination, factors

affecting disinfection- dose, temperature

3 methods of disinfection- pre chlorination, post chlorination, de chlorination chemistry

of chlorination- reaction in chlorination, practices and points of chlorination- break

point chlorination, application of chlorine- significance of chlorination

4 Water softening processes -lime-soda process, ion exchange methods and working

61

process

5 various demineralization process -- Reverse osmosis, ion exchange, electro dialysis

methods and working process

6 sequencing of treatment for various qualities of surface & ground water- sequencing

of treatment layout

Review Questions

Q1 Explain the difference between rapid sand & slow sand filter CO3

Q2 Explain the mechanism of disinfection CO3

Q3 What is the need of water softening CO3

Q4 Explain Electrolysis process of demineralization. CO3

Section II

Unit No 4 Unit Title Transmission of water, pumping and gravity

mains, choice of pipe materials, forces acting

on pressure pipes, leakage and pressure

testing of pipes, thrust block design,

corrosion types and control measures.

Planned

Hrs.

06

Unit Outcomes


UO1 To understand transmission of water, pumping and gravity in pipeline and

also to study selection and choice of pipe materials.

CO4

UO2 To understand various forces acting on pressure pipes CO4

UO3 To understand leakage and pressure testing of pipes and to solve the

problem on thrust block design

CO4

UO4 To understand various corrosion types and control measures. CO4

Lesson schedule

Class

No.


1 transmission of water- methods, pumping and gravity in pipeline, selection and choice

of pipe materials- G.I,PVC, asbestos, cement, HDPE, LDPE, types of pipe, types of

conduit, types of pipe joints

2 various forces acting on pressure pipes- internal forces, external forces, bend forces

3 leakage and pressure testing of pipes – various methods, the problem on thrust block

design in pipeline

4 various corrosion types - various methods, control measures- anticorrosive chemicals

use

Review Questions

Q1 What are the various methods of network analysis for water distribution

system?

CO4

Q2 Explain with neat sketch the pressure testing of newly laid main. CO4

Q3 Explain with diagram laying out process of water supply mains. CO4

Section II

Unit No 5 Unit Title Water distribution systems, method of

distributing water, layout pattern, basic

system requirements for water distribution

system, methods of network analysis:

Planned

Hrs.

06

62

equivalent pipe method, Hardy-Cross

method, design problem, concept of Newton

Rapson method.

Unit Outcomes


UO1 To understand concept and method of water distribution systems. CO5

UO2 To understand various layout pattern of water distribution systems. CO5

UO3 To understand basic system requirements for water distribution system CO5

UO4 To understand methods and solve design problem on network analysis in

equivalent pipe method.

CO5

UO5 To understand equation and solve design problem on network analysis in

Hardy-Cross method design problem

CO5

UO6 To understand concept of Newton Rapson method on network analysis in

pipeline method.

CO5

Lesson schedule

Class

No.


1 concept and method of water distribution systems- gravity, pumping and combined

methods

2 various layout pattern of water distribution systems- dead-end, grid-iron, circular and

radical system

3 basic system requirements for water distribution system

4 methods and solve design problem on network analysis in equivalent pipe method

5 equation and solve design problem on network analysis in Hardy-Cross method design

problem

6 concept of Newton Rapson method on network analysis in pipeline method

Review Questions

Q1 Write a short note on force acting on pipe CO6

Q2 Write a short note on Gravity mains CO6

Q3 Write a short note on Thrust Block CO6

Section II

Unit No 6 Unit Title Water supply appurtenances- sluice valve,

air relief valve, gate valve, non-return valve,

scour valve, fire hydrants water meter,

service connections, maintenance & leak

detection of water distribution system.

Concept of Green building- Energy

efficiency, Energy& water budgeting

Planned

Hrs.

06

Unit Outcomes


UO1 To understand water supply appurtenances- sluice valve and air relief valve. CO6

UO2 To understand non-return valve and scour valve, CO6

UO3 To understand fire hydrants water meter, service connections, maintenance CO6

UO4 To understand leak detection of water distribution system CO6

UO5 To understand the concept and case study of green building. CO6

63

UO6 To understand waste recycling. CO6

Lesson schedule

Class

No.


1 Water supply appurtenances- sluice valve and air relief valve- working process and

maintenance

2 non-return valve and scour valve- working process and maintenance

3 fire hydrants water meter- working process and maintenance, service connections,

maintenance

4 leak detection of water distribution system- various leak detecting methods

5 the concept and case study of green building, solar system, rain water harvesting

6 waste recycling process, plastic recycle, fly ash bricks

Review Questions

Q1 Explain factors causing leakages in pipe line and methods for leak

detection.

CO6

Q2 Explain with neat sketch the requirement of fix hydrant. CO6

Q3 Explain concept of Green building. CO6

Q4 Write a short note on waste recycling. CO6


Course Title : Environment Engineering-I

Duration: 3Hrs. Max.

Marks: 100

Instructions:

1) Que.no.5 is compulsory

2) Que.no.6 is compulsory

3) Solve any two questions from remaining each section.

Section-I

Marks

1 a Write a short note on energy budget. 8

b Explain the energy efficiency in the concept of green building. 8

c What are the various green building materials? 8

d What are the standards for indoor air quality? 8

2 a What factors to be considered for the selection of water supply

scheme?

8

b What is per- capita demand of water? How it is determined? 8

c Which are the intake structures for water supply? Explain one with

neat sketch.

8

Marks

3 a Design a coagulation cum sedimentation tank with continuous flow for

a population of 60000 persons with a daily per capita water allowance

of 120 lit make suitable assumption where needed.

8

b Explain the theory of filtration. 8

64

4 a Write short note on water softening. Explain lime-soda process for

softening.

8

b Write short note on following:

i)Ion-exchange

ii) Electro-dialysis

8

Marks

5

a

Write short note on any three:

Population forecast

6

b Backwash filter 6

c Sludge removal in sedimentation. 6

d Waste recycling. 6

Section-II Marks

6 a Discuss Hardy-Cross method of network analysis. 6

b Explain the basis and process of choice of pipe material for a certain

project.

c Explain importance and working of fire hydrant with sketch.

7 a Explain details about using cement concrete pipes in water supply

with advantage and disadvantage.

8

b Explain necessity, working and importance of thrust block. 8

8 a State and explain with diagram the different layout patterns adopted

for distribution of water supply in pipe network.

8

b Find equivalent length of 30cm diameter pipe for network mentioned

in table below, using Darcy’s formula.

Pipe Length Diameter

AB 300 400

BC 400 300

CD 500 200

DE 600 300

8

9 a Explain following water appurtenances with diagram.

i) Scour Valve

ii) Air Relief Valve

8

b Explain the determination of capacity of a reservoir with reference to

hydrograph method.

8

Lab Plan

Assignment Title List of experiments CO1,2,3

Batch I 1. pH

2. Acidity

3. Alkalinity

4. Chlorides content

5. Hardness – Total, temporary and permanent

6. Turbidity

7. Residual Chlorine

65

8. Dissolved Oxygen

Batch II 1. pH

2. Acidity

3. Alkalinity



6. Turbidity


8. Dissolved Oxygen

Batch III 1. pH

2. Acidity

3. Alkalinity



6. Turbidity


8. Dissolved Oxygen

Batch IV 1. pH

2. Acidity

3. Alkalinity



6. Turbidity


8. Dissolved Oxygen

Assignment No. 1

Assignment Title CO1,2,3,4

Batch I Visit report on a water treatment plant

Batch II Visit report on a water treatment plant

Batch III Visit report on a water treatment plant

Batch IV Visit report on a water treatment plant

Assignment No. 2

Assignment Title CO1,2,3

Batch I Design/Analysisproblemsonwatertreatmentunits

Batch II Design/Analysisproblemsonwatertreatmentunits

Batch III Design/Analysisproblemsonwatertreatmentunits

Batch IV Design/Analysisproblemsonwatertreatmentunits

66

Assignment No. 3

Assignment Title CO4,5

Batch I Analysis of distributionsystem using software

Batch II Analysis of distributionsystem using software

Batch III Analysis of distributionsystem using software

Batch IV Analysis of distributionsystem using software

List of additional assignments /experiments

Assignment No. 1

Assignment Title List of experiments CO1,2,3

Batch I Conductivity, Optimum dose of alum by jar test

Batch II Conductivity, Optimum dose of alum by jar test

Batch III Conductivity, Optimum dose of alum by jar test

Batch IV Conductivity, Optimum dose of alum by jar test

Assignment No. 1

Assignment Title Green campus CO6

Batch I To study in developed green campus and using renewable energy sources

in Sanjay Ghodawat institute, Atigre (Kolhapur)

Batch II To study in developed green campus and using renewable energy sources


Batch III To study in developed green campus and using renewable energy sources


Batch IV To study in developed green campus and using renewable energy sources


Course Plan

Course Building Planning and Design Course Code

Examination

Scheme Theory Term Work OE Total

Max. Marks -- 50 25 75

Contact

Hours/ week 2 4 -- 6

Prepared by Mrs. V.P. Patil Date 15/6/2015

Prerequisites This course requires the student to know about the basic planning and design

of public building , dimension and space requirement and norms for public

building etc.

67

Course Outcomes


CO1 explain space design for passage between walls, service access, stair, ramps,

and elevators

CO2 draw public building using principal of planning and prepare plan for

corporation submission as per building byelaws and regulation required for

construction in corporation area

CO3 explain building drawing at various stages like first floor, second floor, terrace

plan and demonstrate about plumbing system, air conditioning system,

electrification system, ventilation

CO4 explain and draw perspective drawings, parallel perspective and angular

perspective, introduction to the nature of architecture and interior designing


POs

COs a b c d e f g h i j k l

CO1 √ √ √ √ √ √ √ √

CO2 √ √ √ √ √

CO3 √ √ √ √ √ √ √ √

CO4 √ √ √ √ √

Course Contents


Hours

1. Dimensions & space requirement in relation to body measurements,

space design for passage between walls, service access, stair, ramps,

elevators

01

2. Planning and Design, site selection, site layout for various types of

building such as:

a)Educational buildings- Younger age range, middle age range, older

age range, School for mentally retarded

b)Building for health- Sanitorium, Hospitals

c)Assembly buildings- Recreational Halls, Community halls, Cinema

theatres, Gymnasiums, Restaurant, Temples, Dance halls, Clubs.

d)Business and Mercantile buildings- Shops, Banks, Markets and

Departmental stores

e)Industrial buildings- Factories, Warehouse

f) Office and other buildings- Post offices, Administrative buildings

etc.

16

68


Hours

g)Buildings for transportation- Bus stations, Truck terminals

h) Computer centers, service centers for communication and

electronic media.

3. Elements of perspective drawings, parallel perspective and angular

perspective

05

4. The nature of architecture – definition and scope of study, The

aesthetic component of building, terms such as mass, space,

proportion, Symmetry, balance, contrast, pattern.

Integration of aesthetics and function, introduction to concept of

interior designing

02

Reference Books:


1 Civil Engineering

Drawing

M. Chakraborti -- Unit

No.1,2,3

2 Building Drawing M.G.Shah,C.M.Kale,

S.Y.Patki

Tata McGraw Hill

Education Pvt.Ltd.,

All

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