m.s. ramaiah institute of technology...

M.S. RAMAIAH INSTITUTE OF TECHNOLOGY

BANGALORE

(Autonomous Institute, Affiliated to VTU)

SCHEME & SYLLABUS

(For the Academic year 2016 – 2017)

(For the Batch of Students 2014 – 2018)

Civil Engineering Department

V & VI Semester, B E

HISTORY OF THE INSTITUTE:

M. S. Ramaiah Institute of Technology was started in 1962 by the late Dr. M.S. Ramaiah, our

Founder Chairman who was a renowned visionary, philanthropist, and a pioneer in creating several

landmark infrastructure projects in India. Noticing the shortage of talented engineering

professionals required to build a modern India, Dr. M.S. Ramaiah envisioned MSRIT as an institute

of excellence imparting quality and affordable education. Part of Gokula Education Foundation,

MSRIT has grown over the years with significant contributions from various professionals in different

capacities, ably led by Dr. M.S. Ramaiah himself, whose personal commitment has seen the

institution through its formative years. Today, MSRIT stands tall as one of India’s finest names in

Engineering Education and has produced around 35,000 engineering professionals who occupy

responsible positions across the globe.

HISTORY OF DEPARTMENT:

The Civil Engineering Department was started in the year 1971. Master program M Tech in

Structural Engineering was started in the year 1984. Another milestone was achieved in the year

1994; the department was recognized as Research Center. Over four decades the department has

carved its niche in the areas of academics, research, consultancy, collaborative projects, and

publications. The department was awarded distinction of 5 years of accreditation by NBA when it

was evaluated for third time. Over 12 research scholars have been awarded Ph.D. degree and more

than 18 research scholars are pursuing Ph.D. and M.Sc. degree in Civil Engineering. Over 250

technical papers in the reputed journals and conferences are the outcome of active research at the

department. The Department holds a patent for Total Replacement of Sand in Concrete by Pond

Ash (Patent No 244063). The department has been actively involved in conducting conferences,

workshops, FDP’s, Site Visits, Project Tours and several students related programs to provide a

platform for sharing and spreading the latest developments in the field of Civil Engineering.

FACULTY AND STAFF OF CIVIL DEPARTMENT

Sl. No. Name Qualification Designation

FACULTY LIST

1 Dr. R. Prabhakara PhD Professor & Head

2 Dr. C.G. Puttappa PhD Professor

3 Dr. Rajagopal Reddy PhD Professor

4 Dr. K.P. Nagaraja PhD Professor

5 Dr. S.M. Naik PhD Professor

6 Dr. E.T. Arasu PhD Professor

7 Dr. H. Narendra PhD Associate Professor

8 Sri B.G. Jagadeesh Kumar M. Tech (Ph.D) Associate Professor

9 Sri K.V. Manjunath M. Tech (Ph.D) Associate Professor

10 Dr. B. Umadevi PhD Associate Professor

11 Sri V Harish M.E (Ph.D) Asst Professor

12 Smt. T.Geetha Kumari M.E (Ph.D) Asst Professor

13 Smt. Usha. C M.E (Ph.D) Asst Professor

14 Smt B Suguna Rao M. Tech (Ph.D) Asst Professor

15 Smt N Sreelatha M.E (Ph.D) Asst Professor

16 Dr. R Mourougane Ph.D Asst Professor

17 Smt. Jyothi Roopa.S K M. Tech (Ph.D) Asst Professor

18 Smt. J. Sumalatha M. Tech (Ph.D) Asst Professor

19 Smt.Jyothi.M.R M. Tech Asst Professor

20 Ms.Swathi.T.S M. Tech Asst Professor

21 Sri.R. Manjunath M. Tech (Ph.D) Asst Professor

22 Sri. PrasanthSunagar M. Tech (Ph.D) Asst Professor

23 Sri. Anil Kumar R M. Tech (Ph.D) Asst Professor

24 Niranjan G Hiremath M. Tech (Ph.D) Asst Professor

25 Dr H.U.Raghavendra PhD Asst Professor

26 Sri Basavanagowda G M M. Tech (Ph.D) Asst Professor

27 Sri Santhosh D M. E (Ph.D) Asst Professor

28 Sri Nambiyanna B M. Tech (Ph.D) Asst Professor

29 Sri Raje Gowda M. Tech (Ph.D) Asst Professor

30 Sri Harish M L M. Tech (Ph.D) Asst Professor

31 Sri Vinod kumar H A M. Tech (Ph.D) Asst Professor

32 Sri Charan Prasad M M. Tech Asst Professor

33 Smt Shilpa D N M. Tech Asst Professor

34 Smt Nagashree B M. Tech Asst Professor

STAFF LIST

1 Ms. Kavitha G B.Com SDA

2 Sri. S.Padmanathan M.A SDA

3 Sri. Mithun. C B.E Instructor

4 Sri. Pramod Kumar.M Diploma Instructor

5 Sri. Pramod M N Diploma Asst. Instructor

6 Sri. M.Sreedhara SSLC Mechanic

7 Sri. M.Chandrashekaraiah SSLC Mechanic

8 Sri. R.Sreenivasan SSLC Mechanic

9 Sri. Noorul Haq PUC Mechanic

10 B C Honnalinge Gowda SSLC Attender

VISION AND MISSION OF THE INSTITUTE AND THE DEPARTMENT

Process of deriving the vision and mission of the department

Process of deriving the vision and mission of the department is shown in Figure below

To evolve into an autonomous institution of International standing for imparting quality technical

education.

THE VISION OF MSRIT

MSRIT shall deliver global quality technical education by nurturing a conducive learning environment for

a better tomorrow through continuous improvement and customization.

THE MISSION OF MSRIT

“We at M. S. Ramaiah Institute of Technology, Bangalore strive to deliver comprehensive, continually

enhanced, global quality technical and management education through an established Quality

Management system Complemented by the Synergistic interaction of the stake holders concerned”.

QUALITY POLICY

To become a premier Department to impart state-of-the-art technical knowledge and

professional skills through effective learning process with research ambience to

produce global quality Civil Engineers to develop sustainable society.

THE VISION OF THE DEPARTMENT OF CIVIL ENGINEERING

To transform the young minds into employable professionals by providing

contemporary technical knowledge and appropriate professional skills through suitable

teaching learning process.

To provide rigorous training and acquaint the students with necessary skills and

leadership qualities along with ethical values to address the complex and multi-faceted

Civil Engineering Problems.

To provide opportunity to develop their potential by fostering intellectual curiosity to

promote them for pursuing higher studies and research through exposure to the

modern engineering tools and techno innovative projects.

THE MISSION OF THE DEPARTMENT OF CIVIL ENGINEERING

Programme Educational Objectives (PEOs)

Bachelor of engineering graduates of Civil Engineering program of M S Ramaiah Institute of Technology

shall attain the following PEO’s within three to five years of graduation.

PEO 1 To perform well in engineering profession as competent professionals using contemporary

technical knowledge and professional skills. (THEME: Perform well in engineering profession as

competent professionals)

PEO 2 To pursue higher education and show intellectual curiosity for lifelong learning. (THEME: Higher

education and lifelong learning)

PEO 3 To communicate effectively to work in multi-disciplinary environments embedded with ethical

values and social responsibilities. (THEME: Effective communication, leadership and ethical

values )

Process of Deriving the PEOs of the program

(A) PROGRAM OUTCOMES

Engineering Graduates will be able to:

1. Engineering knowledge: Apply the knowledge of mathematics, science, engineering fundamentals, and

an engineering specialization to the solution of complex engineering problems.

2. Problem analysis: Identify, formulate, review research literature, and analyze complex engineering

problems reaching substantiated conclusions using first principles of mathematics, natural sciences, and

engineering sciences.

3. Design/development of solutions: Design solutions for complex engineering problems and design

system components or processes that meet the specified needs with appropriate consideration for the

public health and safety, and the cultural, societal, and environmental considerations.

4. Conduct investigations of complex problems: Use research-based knowledge and research methods

including design of experiments, analysis and interpretation of data, and synthesis of the information to

provide valid conclusions.

5. Modern tool usage: Create, select, and apply appropriate techniques, resources, and modern

engineering and IT tools including prediction and modeling to complex engineering activities with an

understanding of the limitations.

6. The engineer and society: Apply reasoning informed by the contextual knowledge to assess societal,

health, safety, legal and cultural issues and the consequent responsibilities relevant to the professional

engineering practice.

7. Environment and sustainability: Understand the impact of the professional engineering solutions in

societal and environmental contexts, and demonstrate the knowledge of, and need for sustainable

development.

8. Ethics: Apply ethical principles and commit to professional ethics and responsibilities and norms of the

engineering practice.

9. Individual and team work: Function effectively as an individual, and as a member or leader in diverse

teams, and in multidisciplinary settings.

10. Communication: Communicate effectively on complex engineering activities with the engineering

community and with society at large, such as, being able to comprehend and write effective reports and

design documentation, make effective presentations, and give and receive clear instructions.

11. Project management and finance: Demonstrate knowledge and understanding of the engineering and

management principles and apply these to one’s own work, as a member and leader in a team, to

manage projects and in multidisciplinary environments.

12. Life-long learning: Recognize the need for, and have the preparation and ability to engage in

independent and life-long learning in the broadest context of technological change.

Program specific outcomes of Civil Engineering

Graduates will be able to

Perform land measurements and feasibility studies utilizing appropriate surveying methods for construction

projects, water supply and sanitary schemes for townships, new and realignment of transportation systems

and to find the available water resources to build hydrological systems.

Demonstrate geo-technical investigations to obtain safe foundation systems for infrastructure projects. Plan

and design structural systems using latest software’s following codal provisions and to prepare executable

drawings for various buildings, irrigation structures, highways, railways, and other infrastructure projects

Choose apt construction materials and techniques; obtain cost estimates, relevant documents utilizing

effective management tools for completion of Projects within time and budget. Conduct inspections, field and

lab tests to ensure quality of materials and constructions, check and specify the quality of water, sewerage,

solid waste, effluents, noise and air pollution as per BIS/WHO

Process of deriving the Programme Outcomes

The Programme outcomes are defined taking into account the feedback received from faculty, alumni,

Industry and also from guidelines put across by regulatory/professional bodies and graduate attributes which

are in line with program educational objectives. The following Figure indicates the information flow.

CORRELATION BETWEEN THE POS AND THE PEOS

The correlation between the Programme outcomes and Program Educational objectives are mapped in the

Table shown below:

Correlation between the POs and the PEOs

Sl.

No. Programme Educational Objectives

Programme Outcomes

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

1

To perform well in engineering profession as

competent professionals using contemporary

technical knowledge and professional skills.

(THEME: Perform well in engineering profession

as competent professionals)

X X X X X X X

2

To pursue higher education and show intellectual

curiosity for lifelong learning. (THEME: Higher

education and lifelong learning)

X X X X X X X

3

To communicate effectively to work in multi-

disciplinary environments embedded with ethical

values and social responsibilities. (THEME:

X X X X

Sl.

No. Programme Educational Objectives

Programme Outcomes

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

Effective communication, leadership and ethical

values )

Curriculum Breakdown Structure:

The curriculum of Civil Engineering program is so structured to include all the courses that together satisfy

the requirements of the program and specific criteria prescribed by the Professional Bodies, the Course

code, Course title, the number of contact hours and the numbers of credits for each course are given in the

following table. The courses are grouped in line with the major components of the curriculum namely: (i)

Mathematics and Basic sciences, (ii) Basic Engineering courses, (iii) Humanities and Social Sciences, (iv)

Professional core courses, (v) Electives (Department and Open Electives).

Breakup of Credits for BE Degree Curriculum. ( I to VIII Semester)

Sem HSS BS ES PCS Professional

Electives

Other

Electives

Project /

Seminar/

Internship

Total

Credits

I

II 06 20 24 50

III - 04 - 21 - - - 25

IV - - - 25 - - - 25

V - - - 25 - - - 25

VI - - - 21 04 - - 25

VII - - - 14 08 03 - 25

VIII - - - - 08 - 17 25

Total 06 24 24 106 20 03 17 200

Board of Studies for the Term 2016-2017

1. Head of the Department concerned: Dr. R. Prabhakara

2. At least five faculty members at

different levels covering different

specializations constituting nominated by

the Academic Council

Dr.C.G.Puttappa, Dr Rajagopal reddy,

Dr.E.T.Arasu, Dr.H.Narendra,

Dr R Mourougane and Smt. Srilatha N

3. Special invitees Sri. A.T.Samul, STUP Consultant, Bangalore.

4. One experts in the subject from other

Institution outside the college

Dr. Aswath M U, Professor & Head, Department of Civil

Engineering, Bangalore Instittue of Technology

Bangalore

5. One expert from outside the college,

nominated by VTU Dr Sitharam, IISc, Bangalore

7. Two representative from

industry/corporate sector allied area as

Distinguish Alumni

Dr Prashanth Talkad

Group Technical Manager

Sarathy Geotech & Engineers Services Pvt Ltd.

Bangalore-560 027, Mobile Number: 9164000070

Email: [email protected]

Pravinjith K P, Managing Director

Paradigm Environmental Strategies (P) Ltd. Bangalore

6. Two representative from

industry/corporate sector allied area

relating to placement nominated by the

Academic Council

Mr Atul Gopinath

Chief Executive officer

Bhagirath Construction Company

Bangalore – 560 054

Email: [email protected]

Mobile Number: 98450 35906

Asha Kiran B S

MANYA associates

Banashankari, Bangalore

M. S. RAMAIAH INSTITUTE OF TECHNOLOGY, BANGALORE

(Autonomous Institute, Affiliated to VTU)

SCHEME OF TEACHING FOR THE ACADEMIC YEAR 2016-2017

5th SEMESTER B.E.

Sl

No

Subject

Code Subject

Teaching

Department

Credits* Contact

Hours

Marks

L T P Total CIE SEE Total

1 CV 501 Structural Analysis II Civil 3 1 0 4 5 50 50 100

2 CV 502 Transportation Engineering II Civil 3 0 0 3 3 50 50 100

3 CV 503 Environmental Engineering II Civil 3 0 0 3 3 50 50 100

4 CV 504 Geotechnical Engineering I Civil 3 1 0 4 5 50 50 100

5 CV 505 Hydrology & Water Resources Engg Civil 3 0 0 3 3 50 50 100

6 CV 506 Design of RC Elements Civil 3 1 0 4 5 50 50 100

7 CV 507L Highway Engineering Laboratory Civil 0 0 2 2 3 50 50 100

8 CV 508L Concrete Laboratory Civil 0 0 2 2 3 50 50 100

Total 18 3 4 25 30 800

6TH SEMESTER B.E.

Sl

No

Subject

Code Subject

Teaching

Department

Credits* Contact

Hours

Marks

L T P Total CIE SEE Total

1 CV 601 Geotechnical Engineering II Civil 4 0 0 4 4 50 50 100

2 CV 602 Design of Structural Steel Elements Civil 2 1 0 3 4 50 50 100

3 CV 603 Irrigation Engg. & Hyd. Structures Civil 2 1 0 3 4 50 50 100

4 CV 604 Engg Management and Entrepreneurship Civil 3 0 0 3 3 50 50 100

5 CV 605 Design and detailing of R.C. Structures Civil 4 0 0 4 4 50 50 100

6

Elective I

CVPE 661 Matrix method in Structural Analysis Civil

4 0 0 4 4 50 50 100

CVPE 662 Design of Formwork and Scaffolding Civil

CVPE 663 GIS and Remote Sensing Civil

CVPE 664 Highway Geometric Design Civil

CVPE 665 Solid Waste Management Civil

CVPE 666 Applied Hydraulics Civil

CVPE 667 Green Building Technology Civil

7 CV 607L Detailing of RC & Steel Structural Elements Civil 0 0 2 2 3 50 50 100

8 CV 608L Environmental Engineering Laboratory Civil 0 0 2 2 3 50 50 100

Total 19 2 4 25 29 800

* L: Lecture T: Tutorial P: Practical

TITLE: STRUCTURAL ANALYSIS-II CODE: CV501 CREDITS: 3:1:0 Total contact hrs: 42+28 =70 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT I

SLOPE DEFLECTION METHOD: Introduction, Sign convention, Development of slope deflection equation, Analysis of continuous beams, Analysis of orthogonal rigid plane frames including sway frames with kinematic indeterminacy ≤ 3. UNIT II MOMENT DISTRIBUTION METHOD: Introduction, Definition of terms, Development of method, Analysis of continuous beams, Analysis of orthogonal rigid plane frames including sway frames with kinematic indeterminacy ≤ 3.

UNIT III MATRIX METHOD OF ANALYSIS (Flexibility method): Introduction, Axes and Coordinates, Flexibility matrix, Analysis of continuous beam and plane trusses using system approach, Analysis of simple orthogonal rigid frames using system approach.

UNIT IV

MATRIX METHOD OF ANALYSIS (Stiffness method): Introduction, Stiffness matrix, Analysis of continuous beam and plane trusses using system approach, Analysis of simple orthogonal rigid frames using system approach.

UNIT V

PLASTIC METHODS OF ANALYSIS: Introduction and Basic concepts of plastic analysis, shape factors of simple sections. Equilibrium and Mechanism methods, Collapse loads for simple and continuous beams. Text books:

1. Negi and Jehangir, “Basic Structural Analysis”, Tata McGraw Hill, Publication company Ltd. 2. Gupta SP, GS Pandit and R.Gupta, “Theory of Structures Vol 2”, Tata McGgraw Hill publication company Ltd.

Reference Books:

1. J. Sterling Kinney, “Indeterminate structural analysis”, Oxford of IBH Publishing Company. 2. Norris Wilbur JK, “Elementary structural analysis”, Mcgraw Hill International Book edition. 3. Ashok K jain, “Advanced structural analysis”, Nemchand of Bros, Roorkee, India.

Course delivery: The course will be delivered through lectures, class room interaction, assignment and self study/ case studies.

Course assessment and evaluation

What To whom When/ Where (Frequency in

the course)

Max marks

Evidence collected

Contributing to Course

Outcomes

Dir

ect

Ass

essm

ent

Met

ho

ds

CIE

Internal assessment

tests

Students

Thrice(Average of the best two

will be computed)

30 Blue books 1, 2, &3

Class-room open book assignment

Twice 20 Assignment

reports 4,5

Case analysis --- --

Surprise quiz --- --

SEE Standard

examination

End of course (Answering 5

out of 10 questions)

100 Answer scripts Covers all CO’s

Ind

irec

t A

sses

smen

t M

eth

od

s Students feedback

Students

Middle of the course

- Feedback

forms --

End of course survey End of course - Question-

naire --

Questions for CIE and SEE will be designed to evaluate the various educational components (Bloom’s taxonomy) such as:

Remembering the course contents (Weightage : 40%)

Understanding the different divisions of the course (Weightage : 30%)

Applying the knowledge acquired from the course (Weightage : 25%)

Analyzing and evaluating the related information (Weightage : 15%) Course outcome addressed:

Understands what different types of displacement methods in different concrete structures. PO – { a,b,e,i}

Understands how to solve different deflection related to continuous and rigid beams. PO – { c,d,f,g,h}

Understands how to control the deflections and displacements using matrix method of analysis. PO – {

e,f,I,j}

Understands the concept of plastic method of analysis for simple and continuous beams. PO – { I,j,k,l}

TITLE: TRANSPORTATION ENGINEERING II Sub Code: CV502 Credits: 3:0:0 No. of Contact hours = 42 Duration of Exam = 3 hours CIE Marks = 50 SEE Marks = 100 Course Contents:

UNIT - I Advantages of railways as transportation mode, Typical cross sections, suitability of different gauges, Coning of wheels, components of the permanent way - Rails, Sleepers, Ballast and Fixtures - functions, types, requirements.

UNIT - II Traction and Tractive resistance, Gradients, super elevation, cant deficiency, Negative super elevation, speed restriction on turn outs, Design of turn outs, points and crossings. Salient features of Metro transport.

UNIT - III Features & Role of Airways in transportation, Aircraft characteristics, Air transportation planning, site selection, Airport components and diagram, basic length and corrected length of runway length, Taxiway - Turning radius, exit taxiway, design factors and elements.

UNIT - IV Harbors- types, components, Natural phenomenon affecting the design of harbors. Wind, wave and tides. Currents, Breakwaters - types, wharf and quays, Jetties and piers. Dry dock and wet docks, spillways, navigational aids.

UNIT - V Urban Transportation Systems - advantages of mass transportation, general transportation problems in urban centers, interrelationship between land use and transportation, urban road patterns, at grade and grade separated junctions, ITS and its applications. Reference Books:

1. Railway Engineering - Saxena and Arora, Dhanpat Rai & Sons, New Delhi 2. Indian Railway Track – M M Agarwal, Jaico Publications, Bombay 3. Airport Planning and Design – Khanna Arora and Jain, Nem Chand Bros, Roorkee 58 4. Doks and Tunnel Engineering – R Srinivasan, Charaotar Publishing House 5. Docks and Harbour Engineering –H P Oza and G H Oza Charaotar Publishing House 6. Traffic Engineering & Transport Planning – L.R. Kadiyali, Khanna Publishers.

Course delivery: The course will be delivered through lectures, class room interaction, assignments and self study cases.

What To whom

When / Where (Frequency in the course)

Max marks

Evidence collected

Contributing to Course Outcomes

Dir

ect

Ass

essm

ent

Met

ho

ds

CIE

Internal assessment tests

Students

Thrice (Average of the best two will be computed)

30 Blue books Covers all CO’s

Class-room test/ assignment

Twice (Average of the two will be computed)

20 Assignment reports

Covers all CO’s

Case analysis -- - Case solutions --

Surprise quiz -- - Quiz answers --

SEE Standard examination

End of course (Answering 5 out of 10 questions)

100 Answer scripts

Covers all CO’s

Ind

irec

t A

sses

smen

t M

eth

od

Students feedback

Students


- Feedback forms

Covers all CO’s and delivery of the course

End of course survey End of course - Questionnaire

Covers all CO’s and effectiveness of delivery of instructions and assessment methods.

Course Outcomes:

1. The students will be able to identify different components of railway track and select right materials for construction. PO – { b,d}

2. The students will be able to compute the various geometric features of railways for a given set of requirements. PO – { a,e}

3. The students will be able to understand the importance of airway system and characteristics of aircrafts and involve in planning of airport facilities. PO – { a,f}

4. The students will be able to understand the facilities at harbors construct the same. PO – {f.l } 5. The students will be able to understand the problems that exist in urban transportation system. Also involve in

planning of urban transport facilities. PO – { a,h,f}

TITLE: ENVIRONMENTAL ENGINEERING- II

Sub Code: CV 503 Credits: 3:0:0 Total contact hours – 42 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT- I Introduction: Basic definitions, Need for wastewater collection, conveyance, treatment and disposal, Types of Sewerage Systems. Quantity of sewage- Dry weather flow and factors affecting dry weather flow, Flow variations and their effects on design of sewerage system, Computation of design flow, Estimation of storm flow by Rational Method, time of concentration and return period.

UNIT- II Design of Sewers: Hydraulic formulae for velocity, Effects of flow variations on velocity, Self-cleansing and Non-Scouring velocities, Hydraulic Design of circular sewers. Types of sewer materials (concrete, PVC, HDPE, CI and stoneware,) used, Advantages and disadvantages of materials, Suitability of sewer materials for different purpose. Laying, jointing of sewers and testing of sewers.

UNIT- III Sewer appurtenances: Street inlets, Catch basins, Manhole and Drop Manhole. Analysis of sewage- Physical, Chemical and Biological Characteristics with emphasis on BOD and COD, Concepts of Aerobic and Anaerobic activity, Sampling, Problems on BOD. Effluent standards.

UNIT- IV Treatment of sewage: Flow diagram of Municipal Sewage Treatment plant. Primary treatment- Screening, Grit chamber and Primary Sedimentation tank, Design circular sedimentation tank. Theory and operation of Trickling Filter and types of Trickling Filters, Design of single stage Trickling Filter. Activated Sludge Process and its modifications, Design aspects of Activated Sludge Process and Design of conventional activated sludge process.

UNIT- V Sludge Digestion, sludge drying beds, other methods of sludge disposal, onsite treatment methods. Building Drainage - Principles of plumbing, types and location of different types of traps. Pipes and fittings. System of plumbing- one and two pipe system. Plumbing fixtures-closets and urinals. House drainage plan. Text Books:

1. Garg. S. K., (2011) Sewage Disposal and Air Pollution Engineering, Khanna Publishers, New Delhi 2. Punmia. B.C. (2010) and Ashok Jain, Environmental Engineering II, Lakshmi Publications, New Delhi

Reference Books:

1. Manual on sewerage and Sewage Treatment, (2010) CPHEEO, Ministry of Urban Development, New Delhi. 2. Metcalf and Eddy Inc., (2004) Wastewater Engineering – Treatment and Reuse, 4th Edition, Tata McGraw Hill,

India, 3. Panchdhari A.C., (2005) Water supply and Sanitary Installations, New Age International Publishers, New Delhi.

Course delivery: The course will be delivered through lectures, class room interaction, model building, visit to wastewater treatment facility, class activity, assignment and self-study.

Course assessment and evaluation:

What To whom When/ Where (Frequency in the course)

Max marks

Evidence collected


Dir

ect

Ass

essm

ent

Met

ho

ds CIE


Students

Thrice(Average of the best two will be computed)

30 Blue books 1, 2, & 3


Twice( Average of the two will be computed)


4

Model or Site visit

Once 10 Model or Report

5

--




Ind

irec

t

Ass

essm

ent

Met

ho

ds

Students feedback

Students


- Feedback forms

--

End of course survey End of course - Question-naire --



Understanding the different divisions of the course (Weightage : 20%)


Analysing and evaluating the related information (Weightage : 40%) Coarse outcomes:

1. The Graduate will develop the ability to differentiate different types of conveyance systems of wastewater and storm water PO – {b,c,g }

2. The Graduate will have the knowledge of different sewer pipe material and their design. PO – { b,c,d,i} 3. The Graduate will be able to demonstrate purpose of different sewer appurtenances and able to analyze

wastewater for different parameters PO – { b,c,f} 4. The Graduate will have the ability to design the wastewater treatment plant. PO – { e,f,g,h,i} 5. The Graduate will be able to create house drainage plans PO – { f,I,l}

TITLE: GEOTECHNICAL ENGINEERING – I Sub Code: CV 504 Credits: 3:1:0 Total contact hours – 42+28 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

Unit I

INTRODUCTION : Formation of soils, Phase Diagram, Definitions of Voids ratio, Porosity, Percentage Air voids, Air content, Degree of saturation, Moisture content, Specific gravity, Bulk density, Dry density, Saturated density, Submerged density and their inter relationships. Problems. INDEX PROPERTIES OF SOILS AND THEIR DETERMINATION: Index Properties of soils – Water content, Specific Gravity, Particle size distribution, Relative Density, Consistency limits and indices, in-situ density. Laboratory methods of determination of index properties of soils: Moisture content, Specific Gravity, Particle size distribution by Sieve analysis and Hydrometer analysis, In-situ density by core cutter & sand replacement methods, Relative Density, Liquid Limit by Casagrande’s method and Cone penetration method, Plastic limit and shrinkage limit determination. Importance of index properties in foundation design.

Unit II CLASSIFICATION OF SOILS: Purpose of soil classification, basis for soil classification, Particle size classification - MIT classification and IS classification, Unified soil classification and IS classification – Plasticity chart and its importance, Field identification of soils. SOIL WATER & PERMEABILITY: Free water, held water – adsorbed water & capillary water, Capillary phenomenon, Darcy’s law- assumptions and validity, coefficient of permeability and its determination in laboratory, factors affecting permeability, permeability of stratified soils, Seepage velocity, Superficial velocity and coefficient of percolation. Importance of permeability in stability analysis of slopes & earthen dams.

Unit III STRESSES IN SOILS &SEEPAGE ANALYSIS: Effective stress concept - total pressure and effective stress, quick sand phenomenon. Laplace’s equation, assumptions and limitations, characteristics and uses of flow-nets. Estimation of quantity of seepage for Dams and sheet pile walls. Determination of phreatic line in earth dams with horizontal filter near the toe. Importance of flow-nets & & hydraulic gradient in stability analysis of slopes & earthen dams. COMPACTION OF SOILS: Definition, Principle of compaction, Standard and Modified proctor’s compaction tests, factors affecting compaction, effect of compaction on soil properties, types of field compaction, Field compaction control, Proctor’s needle, principles of dynamic compaction & vibro-flotation.

UNIT IV CONSOLIDATION OF SOILS: Definition, Mass-spring analogy, Terzaghi’s one dimensional consolidation theory-assumption and limitations (no derivation),Normally consolidated, under consolidated and over consolidated soils, pre-consolidation pressure and its determination by Casagrande’s method. Consolidation characteristics of soil (Cc, av, mv and Cv),. Laboratory one dimensional consolidation test for determination of - compression index, and coefficient of consolidation ( by square root of time fitting method and logarithm of time fitting method).

UNIT V SHEAR STRENGTH OF SOILS: Concept of shear strength, Mohr’s strength theory, Mohr-coulomb theory, conventional and modified failure envelops, Total and effective shear strength parameters, Concept of pore pressure, Sensitivity and Thixotropy of clay. Determination of shear parameters using - Direct shear test, Unconfined compression test and Triaxial compression test; Shear strength tests under different drainage conditions, importance of pore pressure & shear strength in geotechnical applications. TEXT BOOKS:

1. Gopal Ranjan and Rao A.S.R. (2000), “ Basic and Applied Soil Mechanics”, New Age International (P) Ltd., New Delhi.

2. Ramamurthy T.N. & Sitharam T.G. (2010), “Geotechnical Engineering”, S. Chand & Company, New Delhi. REFERENCE BOOKS:

1. Alam Singh and Chowdhary G.R. (1994), “Soil Engineering in Theory and Practice”’ CBS Publishers and Distributors Ltd., New Delhi.

2. Murthy V.N.S. (1996) “Soil Mechanics and Foundation Engineering”, 4th Edition, UBS Publishers and Distributors, New Delhi.

Course delivery The course will be delivered through lectures, power point presentations, class room interaction. Semester End Examination: There will be ten questions with two questions from each unit. Students have to answer any one question from each of the units. Course assessment and evaluation

What To whom

When/ Where (Frequency in the course)

Max marks

Evidence collected


Dir

ect

Ass

essm

ent

Met

ho

ds

CIE


Students

Thrice (Average of the best two will be considered)

30 Blue books C.O.s 1, 2, 3 & 4

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Understanding the different aspects and theories of the course (Weightage : 20%)


Analyzing and evaluating the related information (Weightage : 10%)

Course outcomes addressed 1. Students would understand the significance of various properties of soils and their relation to the formation of

soils. PO – { b } 2. Students would apply the knowledge gained in assessing the engineering properties and how to use them in

practice. PO – { b } 3. Students would understand the significance of compaction & consolidation of soils and their effects on soil

behavior. PO – { a,b } 4. Students would be able to determine the shear strength of soils keeping in mind the actual field conditions with

respect to drainage conditions available in the field. PO – { a,b,d }

TITLE: HYDROLOGY AND WATER RESOURCES ENGINEERING Sub Code: CV 505 Credits: 3:0:0 Total contact hours – 42 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT I Precipitation and catchment: Introduction. Hydrologic cycle, World water budget. Precipitation – Forms, Types, Measurement of precipitation, Hyetograph, Rain gauge network, Mean precipitation over an area, Estimation of missing rainfall data, Double mass curve technique, Return period, Plotting positions, I.D.F. curves, PMP, Problems on frequency analysis. Catchment – definition, stream pattern, description of the basin.

UNIT II Abstractions and Runoff: Introduction. Abstractions – Evaporation, Factors affecting evaporation, Measurement of evaporation using evaporation pans, Methods of reduction of reservoir evaporation, Transpiration, Evapotranspiration, Estimation of evapotranspiration. Infiltration – Infiltration capacity, Infiltration rate, Measurement of infiltration, Infiltration indices. Runoff – Introduction, Types of runoff, Factors affecting runoff, Basin yield, Rainfall-runoff correlation, Estimation of runoff with empirical equations – Dicken’s formula, Ryve’s formula and Inglis formula.

UNIT III

Stream flow and Hydrographs; Stream – classification of stream, stream gauging, measurement of discharge, stage-discharge relations. Introduction, Hydrograph – Definition, Factors affecting flood hydrograph, Components of a hydrograph, Base flow separation, Effective rainfall, Unit Hydrograph- Definition, Assumptions and Limitations of Unit hydrograph, Derivation of units of hydrograph, Unit hydrograph from complex storms, Unit hydrograph of different durations , S - Curve method.

UNIT IV

Groundwater Hydrology: Introduction. Occurrence and movement of ground water – Vertical distribution of groundwater, Aquifers, Specific retention, Specific yield, Darcy’s Law, Hydraulic conductivity, Transmissivity. Well Hydraulics - Steady-radial flow into a confined aquifer, Thiem’s equation, Steady-radial flow into an unconfined aquifer. Groundwater recourses of India, Artificial recharge.

UNIT V

Water resources Engineering: Introduction. Floods – Flood estimation, Rational method, PMF, Levees and flood walls. Reservoir Planning- Types of reservoirs, Investigations for reservoir planning, Selection of site for a reservoir, Zones of storage in a reservoir, Reservoir yield, Mass curve and Demand curve, determination of reservoir capacity using mass curve, Flood routing – reservoir routing by ISD method, Reservoir losses, Useful life of a reservoir, numerical problems. Principles of Sediment transportation, Water Resources development in India and Inter-state water disputes Text Books: 1. K. Subramanya, Engineering Hydrology, Tata McGrawHill 2. P. Jayarami Reddy, Hydrology, Laxmi Pulication Reference Books: 1. P.N Modi, Irrigation, Water resources and Water power Engineering, Standard book house. 2. Lingsey, Franzini, Water recourses Engineering, McGrawHill

Course delivery The course will be delivered through lectures, class room interaction, assignment and self study cases.



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Understanding the different divisions of the course(Weightage : 30%)

Applying the knowledge acquired from the course(Weightage : 30%)

Analysing and evaluating the related information (Weightage : 20%) Course outcome addressed:

Understands what is the importance of Hydrology in Civil Engg. PO – { a,c,g}

Understands how the water is distributed on the earth surface. PO – { b,d,e,f }

Understands how the streamflow is originated and thereby runoff & floods. PO – { b,i,f }

Understands the availability and movement of groundwater. PO – { }

Understands and analyses the planning of water resources projects. PO – {}

TITLE: DESIGN OF REINFORCED CONCRETE ELEMENTS Sub Code: CV 506 Credits: 3:1:0 Total contact hours – 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50 Course Contents:

UNIT I

Introduction to limit state design: Philosophy and principle of limit state design along with the assumptions, Partial safety factors Characteristic Load and Strength. Introduction to stress block parameters, Concept of balanced, under and over reinforced sections Limit state of collapse in flexure of rectangular and flanged sections with examples. Limit state of collapse in flexure of rectangular and flanged sections with examples. Limit state of collapse in shear and torsional strength of sections with examples. Problems on Limit state of collapse in shear and torsional strength of sections with examples.

UNIT II Serviceability limit states: Introduction to working stress method, Elastic behaviour of rectangular section, Under, Balanced and Over reinforced sections. Simple Problems on Flexural strength, Deflection and cracking in beams using IS Code provisions. Deflection and cracking – codal provisions, Deflection control in design and problems, Problems on Calculations of deflections, Problems on Calculations of deflections, Calculations of crack width, Calculations of crack width

UNIT III Limit state design of beams: Design of singly Reinforced Beams, Singly Reinforced Beams – problem solving, Design of Doubly Reinforced Beams and problem solving Design of Flanged Beams T and L beams including Problem solving, Types of shear failures – Design for shear strength, Types and design of shear reinforcement with problem solving, Analysis of Torsional moment – Torsional shear stress, Reinforcement for Torsion

UNIT IV

Limit state design of slabs and stairs: Introduction to one way and two way slabs, Design of one way cantilever slab, simply supported slab, continuous slab Design of two way slabs. Design of two way slabs, Introduction to stair cases and design of dog legged stair, Design of dog legged stair, Design of open well stair cases, Importance of bond, anchorage, lap length etc

UNIT V

Limit state design of columns and footings: Design of short axially loaded RC columns with problems, RC Columns with uniaxial moment including Problems, RC Columns with biaxial moments and problems, Design concepts of footing (Limit state), Isolated footings with axial load – square type. Isolated footings with axial load – Rectangular, Isolated footings with axial load – and moment. Note: Students have to be taken to construction sites to give the demonstrative examples of structural elements such

as columns, beams, slab, staircase, etc,.. Text books:

1. UNNIKRISHNAN PILLAI AND DEVADAS MENNON, Design Of Reinforced Concrete Structures –Tata

McGraw Hill Publications.

2. VERGHESE P C, Limit State Design Of Reinforced Concrete, Prentice Hall of India, New Delhi

Reference books:

1. SINHA S N, Reinforced Concrete Design, Tata McGraw Hill Publications 2. KARVE S R AND SHAH V L, Limit State Theory And Design Of Reinforced Concrete –VidyarthiPrakashan, Pune 3. PARK AND PAULAY, Reinforced Concrete, John Wiley and Sons 4. PUNMIA B C, JAIN A K AND JAIN A K, Reinforced Concrete Design, Lakshmi Publications, New Delhi 5. JAIN A K, Limit State Method of Design, Nem Chand and Brothers, Roorkee

Course delivery: The course will be delivered through lectures, class room interaction, assignments, site visits and self study cases. Course Assessment and Evaluation:

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End of course survey

End of course - Questionnaire



Remembering the course contents (Weightage: 10%)

Understanding the course contents (Weightage: 20%)

Applying the knowledge acquired from the course (Weightage: 50%)

Analyzing and evaluating the related information (Weightage: 20%) Course Outcomes:

The students will reproduce the basic knowledge of mathematics, science and engineering in the areas of limit state of collapse and serviceability of R C elements. PO – {}

The students will identify, formulate and solve engineering problems of R C elements subjected to flexure, shear and torsion. PO – {}

The students will demonstrate the procedural knowledge to design a system, component or process as per needs and specifications of R C elements such as beams, slabs, columns and footings subjected to various load combinations with different boundary conditions. PO – {}

Students will practice the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing of R C elements for strength and durability. PO – {}

Students will evaluate the impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials and faulty construction methods. PO – {}

To provide factual knowledge on analysis and design of R C elements who can participate and succeed in competitive examinations. PO – {}

TITLE: HIGHWAY ENGINEERING LABORATORY Sub Code: CV 507L Credits: 0:0:2 Total contact hours – 14 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

Course Contents: 1. Tests on Aggregates:

i. Aggregate Crushing Value Test ii. Los Angeles Abrasion Test

iii. Aggregate Impact Test iv. Shape tests (Flaky, Elongation, Combined Index, Angularity number) v. Specific gravity and water Absorption Test

2. Tests on Bituminous Materials and Mixes: i. Specific Gravity Test,

ii. Penetration Test, iii. Ductility Test, iv. Softening point Test, v. Flash and fire point Tests,

vi. Viscosity Test vii. Marshall Stability tests

3. California Bearing Ratio test on subgrade soil 4. Traffic studies: Volume and speed studies. Reference Book:

1. Relevant IS Codes and IRC Codes. 2. Highway Material and Pavement Testing Laboratory Manual–By S.K Khanna, C.E.G.Justo, and A.Veeraragavan,

Revised 5th Edition 2009, Nemi Chand & Bros. Course Delivery and Evaluation:

The significance and method of evaluating the properties of road materials is explained and students perform the experiments and report the results with suitable comments on results. The experiments are evaluated regularly and reduced to 30 marks and one test at the end of the course for 20 marks thus total of 50 internal marks.

Course Outcome: i. The students will be able to test the road aggregates and bitumen for their suitability as road material. PO – {}

ii. The students will be able to test the soil for its strength in order to use as subgrade soil for pavements. PO – {}

TITLE: CONCRETE LABORATORY CODE: CV508L CIE: 50 MARKS CREDITS: 0:0:2 SEE Marks: 100 No of sessions required: 14 Duration of SEE: 3hrs List of Experiments:

1. Test on specific gravity and water absorption of fine and course aggregate. 2. Test on grading analysis of fine and course aggregate. 3. Test on Bulk density of fine, course aggregate and bulking of fine aggregate 4. Test on Specific gravity and fineness of cement 5. Test on Normal consistency and initial and final setting time of cement. 6. Test on Soundness of cement 7. Test on compressive strength of mortar. 8. Mix design of concrete-Fresh concrete: Slump , compaction factor, vee bee test and flow test. 9. Properties of hardened concrete -Compressive strength and flexural strength, Split tensile strength, relation

between them and codal provision. 10. Non destructive test on hardened concrete using rebound hammer and pandit.

Text Books: 1. Shetty M.S, ‘Concrete Technology ’, S. Chand & Co. Ltd, New Delhi. 2. Mehta P.K, ‘Properties of Concrete ’, Tata McGraw Hill Publications, New Delhi. Reference Books: 1. Neville AM, ‘Properties of Concrete’, ELBS Publications, London. 2. Relevant BIS codes. Course outcome addressed:

Understands the properties of various constituents of concrete. PO – { a}

Understands how modern instruments helpful for the experimenting the strength of concrete. PO – { a,b}

Understands the importance of experiments in behavioral aspect of ingredients of concrete. PO – { a,b}

Understands field application of properties of concrete and implementation of it at site. PO – { e}

TITLE: GEOTECHNICAL ENGINEERING – II Sub Code: CV 601 Credits: 4:0:0 Total contact hours – 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT I SUBSURFACE EXPLORATION Importance of exploration program, Methods of exploration: Boring, sounding tests. Types of samples- undisturbed, disturbed and representative samples, Samplers, sample disturbance, area ratio, Recovery ratio, clearances, Typical bore log, Number and depth of borings for various civil engineering structures. Soil exploration report, importance of drainage & dewatering during laying of foundations. STRESSES IN SOILS: Boussinesq’s theory – assumptions, Equations for concentrated, line , strip, and circular loads. Pressure bulb, Derivation for circular load area with UDL only. Newmark’s chart and its application. Westergard’s theory. Pressure distribution diagrams, contact pressure below foundations, effect of loss of contact on foundations.

UNIT II

LATERAL EARTH PRESSURE Active and Passive earth pressures, Earth pressure at rest, Earth pressure coefficient. Earth pressure theories- Rankine’s and Coulomb’s theories – assumptions and limitations, Lateral earth pressure in cohesive and cohesion-less soils. Graphical solutions for active earth pressure (cohesion-less soil only) – Culman’s and Rebhan’s graphical methods.

UNIT III STABILITY OF EARTH SLOPES Types of slopes, causes of failure and type of failure of finite slopes. Definition of factor of safety, Stability of finite - Method of slices, Friction Circle method, Fellineousmethod , using Taylor’s stability number.

UNIT IV

BEARING CAPACITY OF SHALLOW FOUNDATIONS: Definitions of ultimate, net and safe bearing capacities, Allowable bearing pressure. Terzaghi’s bearing capacity equations-assumptions and limitations, IS Code’s bearing capacity equations, Bearing capacity of footings subjected to eccentric loading. Effect of ground water table on bearing capacity. Standard penetration test - Bearing capacity based on corrected SPT value. FOUNDATION SETTLEMENT: Calculation of settlement - immediate, consolidation and secondary settlements (no derivations), differential settlement, tilt, permissible settlements & tilts as per B.I.S.

UNIT – V

DEEP FOUNDATIONS Deep foundations - Types of Deep Foundations; Load Transfer in Pile Foundations, Classification of pile foundations based on load transfer only; Ultimate bearing capacity of different types of piles in different soil conditions, Bearing capacity & settlement of Pile groups TEXT BOOKS : 1. Punmia B.C. (2005), “Soil Mechanics and Foundation Engg.”, 16thEdition,Laxmi Publications Co. , New Delhi. 2. GopalRanjan and Rao A.S.R. (2000), “ Basic and Applied Soil Mechanics”,New Age International (P) Ltd., New Delhi. REFERENCES BOOKS: 1. Bowles J.E. (1996), ‘Foundation Analysis and Design”’ 5th Edition, McGrawHill Pub. Co. New York. 2. Alam Singh and Chowdhary G.R. (1994), “ Soil Engineering in Theory and Practice”’ CBS Publishers and Distributors Ltd.,

New Delhi. 3. Murthy V.N.S. (1996) “Soil Mechanics and Foundation Engineering”, 4th Edition, UBS Publishers and Distributors, New

Delhi. 4. Arora K.R., “ Soil Mechanics & Foundation Engineering”, Standard Publishers & Distributors, New Delhi. Course delivery

The course will be delivered through lectures, power point presentations, class room interaction, assignments and

self study. Course assessment and evaluation


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Thrice (Average of the best two will be computed)

30 Blue books COs 1, 2, 3 & 4

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Understanding the different divisions of the course(Weightage : 20%)

Applying the knowledge acquired from the course(Weightage : 40%)

Analysing and evaluating the related information(Weightage : 10%) Course outcomes addressed:

1. Will be able to analyze any field situation with the knowledge gained. PO – {b,c,d} 2. Will be able to design the foundations for any structure in any field/soil. PO – {a,b,c,e} 3. Will be in a position to assess the stability of slopes & retaining walls. PO – {b,c} 4. Will be confident to say how safe or stable is a structure. PO – {b,c,e}

TITLE: DESIGN OF STRUCTURAL STEEL ELEMENTS Sub Code: CV 602 Credits: 2:1:0 Total contact hours – 28+28=56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT I BOLTED CONNECTION: Introduction, Design Philosophies, Limit State Method, Concepts in design of connections, codal provisions, Usage of HSFG bolts. Transfer of forces, in bolted connections. Failure of bolted connections, simple and eccentric bolted connections, Prying forces, Beam to beam to column connections.

UNIT II

WELDED CONNECTIONS: Concepts in design of connections, Codal provisions, types of welds, Defects in welds, simple and eccentric welded connections, Beam to beam and beam to column connections.

UNIT III

TENSION MEMBERS: Introduction, Types of sections, Grades of steel, Codal provision, shear lag and block shear, Analysis & Design of tension members with different cross sections, Lug angles.

UNIT IV

COMPRESSION MEMBERS: Codal provisions, Slenderness ratio, Analysis and design of simple compression members (angles and I-Sections), built –up cross section Lacings and battens, Column splices, Column bases and Gusseted bases (Bolted and welded connections)

UNIT V

FLEXURAL MEMBERS: Codal provision, Lateral buckling, Web buckling and crippling, Analysis of laterally restrained and unrestrained beams. Design of restrained simple beams and built-up beams. Text Books:

1. Subramanian .N, “Design of Steel Structures”, Oxford University Press, New Delhi 2. K.S. Duggal, “Design of Steel Structures”, Tata Mcgraw Hill, New Delhi

Reference Books: 1. Gaylord and Gaylord, “Design of Steel Structures”, Mcgraw Hill Publications, New York. 2. Relevant IS Codes: IS800, 2007, “SP:6 (Part I) Structural Engineering Hand Book”, BIS, New Delhi.

Course delivery The course will be delivered through lectures, class room interaction, assignment and self study cases. Course assessment and evaluation


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Course Outcomes:

The students will reproduce the basic knowledge in the areas of limit state method and the concept of design of structural steel elements. PO – { a,e}

The students will identify, formulate and solve engineering problems in steel structural elements subjected to tension, compression and flexure. PO – { a,e}

The students will demonstrate the procedural knowledge to design a system, component or process as per needs and specifications of steel elements such as beams, tension members, compression members, bolted and welded connections subjected to various load combinations. PO – { a,j}

Students will practice the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing of steel elements. PO – { f}

To provide factual knowledge on analysis and design of structural steel elements who can participate and succeed in competitive examinations. PO – { a,b}

TITLE: IRRIGATION ENGINEERING AND HYDRAULIC STRUCTURES Subject Code: CV 603 Credit: 2:1:0 Total contact hrs – 28+28 = 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT – I Irrigation and Water Requirement of Crops: Introduction. Irrigation – Definition, Necessity and Benefits and ill-effects of irrigation, Types of irrigation systems, Various irrigation methods. Water Requirement of Crops – Classification of soil water, Soil moisture constants, Depth of water applied and Frequency of irrigation, Crop seasons, Crop period and Base period, Duty, Delta, G.C.A., C.C.A., Intensity of irrigation, PET, Irrigation Efficiencies. Irrigation requirements of crops.

UNIT – II Design and Regulation of Irrigation Canals: Introduction. Classification of irrigation canals. Design of Canals – Silt theories, Kennedy’s theory, Design procedure by Kennedy’s theory , Lacey’s theory, Regime channels, Regime conditions, Cross-Section of regime channel, Lacey’s regime equations, Comparison between Kennedy’s and Lacey’s theory, Drawbacks in Lacey’s theory. Canal Regulation - Canal Fall, Necessity and location of canal fall, Types of falls, Hydraulic design principles for Notch type and Sarda type of Drop. Canal Regulators – Cross Regulator, Head Regulator, Functions of Regulators.

UNIT – III Cross-Drainage Works: Cross-Drainage Works – Types of Cross-Drainage Works, Classification of Aqueducts and Syphon Aqueducts, Factors affecting suitability of Aqueduct and Syphon Aqueduct. Features of design of C-D Works. River Engineering- Introduction, Classification and River Training works.

UNIT – IV

Head Works :Introduction, Types of headworks, Components of Diversion Head Works, Weir and Barrages, Theories of Seepage – Design of Impervious floor using Bligh’s theory, Introduction to Khosla’s theory. Design of Vertical Drop weir. Storage headworks-Dams, Classification and Selection of site for a dam, Types of Earthen dams, Causes of failure of Earthen dams.

UNIT – V Gravity Dams: Gravity Dam – Forces acting on a gravity dam, Vertical stress at the base of the dam & Middle-third rule, Elementary profile of a gravity dam, Practical profile of a gravity dam, Design of dam by Gravity method, Joints, Keys, Water stops and Galleries. Spillways – Essential requirements of a spillway, Spillway capacity, Types of spillways. Stilling basins. Text Books: 1. Modi.P.N, “Irrigation water resources and water power engineering.”, Standard Book House, New Delhi. 2. Sharma.R.K , “Test book of Irrigation Engineering and Hydraulic structures”, Oxford and IBH Publishing co, New Delhi. Reference Books : 1. Garg SK,” Irrigation Engineering and Hydraulic Structures”, Khanna Publishers, New Delhi. 2. Sahastrabudhe,” Irrigation Engineering and Hydraulic Structures”, DhanpatRai Publications Ltd, New Delhi.

Course delivery The course will be delivered through lectures, class room interaction, assignment and self study cases. Course assessment and evaluation


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Understanding the different divisions of the course (Weightage: 20%)


Analyzing and evaluating the related information (Weightage: 10%) PROGRAMMES OUTCOME ADDRESSED:

Graduate will develop the knowledge of applications of Irrigation Engineering in practical field. PO – {a,b,d}

Graduate will demonstrate the ability to analyze, formulate and solve the problems related to civil engineering irrigation. PO – {c,f,g}

Graduate will be able to communicate in both verbal and written form with the public. PO – {e,h,i}

Graduate will develop confidence for self education and ability for lifelong learning and earning. PO – {g,i,j}

Graduate can compete and succeed in competitive examinations. PO – {k,l,c}

TITLE: ENGINEERING MANAGEMENT AND ENTREPRENEURSHIP Subject Code: CV604 Credits: 3:0:0 Total contact hrs- 42 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT 1 INTRODUCTION TO ENGINEERING ECONOMICS: Project Feasibility – Economic and Financial – Time value of Money, Cash flow – diagram – Interest formulae –, Basis for comparison of alternatives – benefit – cost ratio , Present worth Future worth Annual equivalent, capital recovery , Rate of return, Depreciation and taxes, Break-even analysis.

UNIT 2 LINEAR PROGRAMMING: Linear Programming: Introduction, problem formulation, graphical method of LP-, Standard form of LPP, Simplex method- Maximization case, Simplex algorithm – Minimization case, Transportation and Assignment models-problems.

UNIT 3 CONSTRUCTION MECHANIZATION: Introduction to mechanization, Mechanization through construction equipment: earth excavation, moving and hauling, aggregate manufacturing; concrete production and placement- types of equipment, trench-less technology. Factors for selecting equipment and performance and economic life

UNIT 4 CONSTRUCTION PLANNING: Basic Concepts in the Development of Construction Plans - Choice of Technology and Construction Method - Defining Work Tasks - Defining Precedence Relationships among Activities - Estimating Activity Durations – Estimating Resource Requirements for Work Activities, Scheduling and controlling- Introduction-CPM and PERT, resource allocation, time-cost tradeoff

UNIT 5 CONSTRUCTION INDUSTRY AND MANAGEMENT: Management- Meaning – nature and characteristics of Management, Scope and functional areas of management – Management as a science, art or profession, Planning- importance and purpose of planning process, steps in planning, Organization-purpose, principles of organization – Types of organization, Directing and controlling-meaning, Leadership styles, Coordination-meaning, importance ,techniques. Text Book:

1. Subramanian K, Construction Management, Anuradha Publications – Madras. 2. Peurifoy R L, Construction Planning Equipments and Method, McGraw Hill Publication 3rd Edition. New Delhi 3. Management and Entrepreneurship NVR Naidu, I K international New Delhi

Reference Books:

1. Construction Project Management by N K Jha, Pearson, 1st edition New Delhi (2011) 2. Project Management for construction by Tung Au, Prentice hall, London, 2nd edition (1989)

Course delivery The course will be delivered through lectures, class room interaction, assignment and self study cases.

What To whom


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Twice(Average of the two will be computed)


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Case analysis -- - Case solutions

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Students


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1. Remembering the course contents (Weightage : 40%) 2. Understanding the different divisions of the course (Weightage : 20%) 3. Applying the knowledge acquired from the course (Weightage : 20%) 4. Analyzing and evaluating the related information (Weightage : 20%)

Course outcome addressed:

1. Understands what construction projects. PO – {} 2. Understands how to tackle different construction projects and solving it. PO – {} 3. Understands how to manage the locally available resources and allocating them. PO – {} 4. Understands different planning techniques at present day and possible solutions in the in the present and in the

future. PO – {} 5. Understands how by way of education, public participation, scientific practice, awareness, law and by

engineered systems, so that the construction completes in planned way. PO – {}

TITLE: DESIGN & DETAILING OF RC STRUCTURES Subject Code: CV 605 Credit: 4:0:0 Total contact hrs - 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50 COURSE OBJECTIVES:

To provide basic knowledge in the areas of limit state method and the concept of design of RC structural.

Enable the students to identify, formulate and solve engineering problems in RC structures.

To give procedural knowledge to design a system, component or process as per needs and specifications of RC structures likes Retaining wall, Footing, Water tanks, Bunker & Silo and chimney.

To imbibe the culture of professional and ethical responsibilities by following codal provisions in the analysis, design of RC structures.

To provide factual knowledge on analysis and design of RC structures elements who can participate and succeed in competitive examinations.

COURSE CONTENTS:

UNIT I Retaining walls: Design of Cantilever Retaining wall and Counter fort retaining wall

UNIT II Footings: Design of Rectangular slab and beam type combined footing. Design of Raft foundation

UNIT III Water Tanks: Design of circular water tanks resting on ground(Rigid and Flexible base). Design of rectangular water tanks resting on ground.

UNIT IV Design of flat slabs ,interior panel and exterior panel.

UNIT V Design of portal frames with fixed and hinged based supports, Design of Slender columns subjected to axial load and biaxial bending. Text Books:

1. Reinforced Concrete Structures, Vol-II- B C Punmia :Laxmi Publications (P) Ltd, New Delhi. 2. Limit State Design of Reinforced Concrete Vol-II- P C Varghese: Prentice Hall of India (P) Ltd, New Delhi.

Reference Books: 1. Plain and Reinforced Concrete – Vol-II- Jai Krishna and Jain,:Nem Chand Bros, Roorkee. 2. Analysis of Structures- Vol-II :Vazirani V N & M MRatwani : Khanna Publishers, New Delhi.


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Students


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Analyzing and evaluating the related information (Weightage: 20%)

Course Outcomes: The students will reproduce the basic knowledge in the areas of limit state method and the concept of RC structural.

The students will identify, formulate and solve engineering problems in RC structures. PO – { b }

The students will demonstrate the procedural knowledge to design a system, component or process as per needs and specifications RC structures likes Retaining wall, Footing, Water tanks, Bunker & Silo and chimney. PO – {c }

Students will practice the culture of professional and ethical responsibilities by following codal provisions in the analysis, design of RC structures. PO – { g }

To provide factual knowledge on analysis and design of RC structures elements who can participate and succeed in competitive examinations. PO – { a }

TITLE: MATRIX METHODS IN STRUCTURAL ANALYSIS CODE: CVPE 661 CREDITS: 4 - 0 - 0 Total contact hrs: 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50 Course objectives:

1. To provide the students with basic knowledge of structural systems and application of the concepts of flexibility and stiffness matrices for simple elements

2. Ability to apply the knowledge of mathematics, science and engineering to flexibility and stiffness matrices to solve problems in trusses, beams and rigid frames

3. Ability to apply the knowledge of mathematics, science and engineering to direct stiffness methods to solve problems in trusses, and beams

4. To provide the students with basic knowledge of various storage schemes and standard commercial packages Course contents:

UNIT I Introduction: Structural systems, Geometrical and material nonlinearities, Static and Kinematic indeterminacy, Concepts of stiffness and flexibility, Flexibility and stiffness matrices of truss and beam elements, Energy concepts, Principle of minimum potential energy and minimum complementary energy.

UNIT II Element Flexibility Method: Transformation of system forces to element forces in flexibility method, Assembly of structure flexibility matrix in element flexibility method, Flexibility method applied to trusses, continuous beams and rigid frames.

UNIT III Element Stiffness Method: Transformation from system forces to element forces in stiffness method, Assembly of structure stiffness matrix in element stiffness method. Stiffness method applied to trusses, continuous beams and rigid frames.

UNIT IV Direct Stiffness method: Local and Global coordinate systems, Stiffness matrices of truss and beam elements in global coordinates, Analysis of trusses and beams by Direct Stiffness method

UNIT V Storage Techniques: Half band, skyline storage, Equation solvers, Frontal solvers, Bandwidth consideration, Algorithms and flow charts, Solution of equations, Uses of commercial packages Text Books : 1. Weaver W and Gere J H, “Matrix Analysis of Framed Structures”, CBS Publications, New Delhi 2. Rajasekaran S, “Computational Structural Mechanics “, PHI, New Delhi References : 1. Pundit and Guptha, “Theory of Structures”, Vol II, TMH Publications, New Delhi 2. A K Jain, “Advanced Structural Analysis”, Nemchand Publications, Roorkee 3. C S Reddy, ‘Basic Structural Analysis“, TMH Publications, New Delhi Course delivery: The course will be delivered through lectures, class room interaction, assignments and self study cases.

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Students will acquire the basic knowledge of structural systems and application of the concepts of flexibility and stiffness matrices for simple elements PO – {}

Students will have the ability to identify, formulate and solve engineering problems with respect to flexibility and stiffness matrices as applied to trusses, beams and rigid frames PO – {}

Students will have the ability to identify, formulate and solve engineering problems with respect to direct stiffness methods as applied to trusses, and beams PO – {}

Students will have the ability to identify, formulate and solve engineering problems with respect to various storage schemes and standard commercial packages PO – {}

TITLE: DESIGN OF FORMWORK AND SCAFFOLDING CODE: CVPE662 CREDITS: 4: 0: 0 Total contact hrs: 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50 COURSE CONTENTS:

UNIT - I FORM MATERIALS AND PRESSURES ON FORMWORK: Lumber – Types – Finish – Sheathing boards - Working stresses – Repetitive member stress – Plywood – Types and grades – Textured surfaces and strength – Reconstituted wood – Steel – Aluminum Form lining materials – Hardware and fasteners – Nails in Plywood – Bolts lag screw and connectors – Bolt loads. Pressures on Formwork - Concrete density – Height of discharge – Temperature – Rates of Placing – Consistency of concrete – Live loads and wind pressure – Vibration Hydrostatic Adjustment for non standard condition.

UNIT - II SHORES AND FORM DESIGN: Simple wood stresses – Slenderness ratio – Allowable loads – Tubular steel shores - Patented shores – Site Preparation - Size and spacing – Steel Tower Frames – Safety practices – Horizontal shoring for multi-levels – More concentrated shore loads - T-heads – Two tier wood shores – Ellis shores – Dayton sure grip and Baker Roos shores – Safway Symons shores – Beaver Advance shores - Dead shores – Raking and Flying shores Basic simplification – Beam formulas – Allowable stresses

UNIT-III PLANNING, SITE EQUIPMENT AND PLANT FOR FORM WORK: Overall Planning – Detailed Planning – Standard units – Corner units – Schedule for column formwork – Formwork elements – Planning at Tender stage – Development of basic system – Planning for maximum reuse – Economical form construction – Planning examples – Crane size, effective scheduling estimate – Recheck plan details – Detailing the forms. Crane arrangement – Site layout plan – Transporting plant – Formwork beams – Formwork ties – Wales – Scaffold frames - Form accessories – Vertical transport tableform work.

UNIT - IV Deflection bending lateral stability – Shear, Bearing – Examples in wall forms – Slab forms – Beam form – Ties, Anchors and Hangers – Column forms – Examples in each.

UNIT - V DOME FORMS, TUNNEL FORMS, SLIPFORMS AND SAFETY PRACTICES FOR SCAFFOLDS: Shells of translation and revolution - Hemispherical – Parabolic - Barrel vaults – Hypar Shells – Conoidal Shells - Folded plates – Shell form design – Building the form – Placing concrete – Strength requirements – Tunnel forming components – Curb and Invert forms – Arch and Wall forms - Telescopic forms – Concrete placement methods – Cut and Cover construction – Continuous Advancing slope method - Bulk head method – General design considerations influence of placing equipment – Tolerances – Form construction for Shafts. Slipforms – Principles – Types – Advantage – Functions of various components – Planning of Slipform operations – Desirable characteristics of concrete – Common problems faced – Safety in slip forms - Special structures built with Slipform Technique – Codal provisions – Types of scaffolds – Putlog and Independent scaffold – Single pole scaffolds – Fixing ties – Spacing of ties - Plan Bracing – Knots – Safety nets. Reference Books:

1. Robert L. Peurifoy and Garold D. Oberlender, “Formwork for Concrete Structures”, Third Edition McGraw-Hill, 1996.

2. Hurd, M.K., “Formwork for Concrete”, Special Publication No. 4 Sixth Edition, American Concrete Institute, Detroit, 1995.

3. Michael P. Hurst, “Formwork”, Construction Press, London and New York, 1997. 4. Austin, C.K., “Formwork for Concrete”, Cleaver – Hume Press Ltd., London 1996. 5. Tudor Dinescu and ConstantinRadulescu, “Slipform Techniques”, Abacus Press, Turn Bridge Wells, Kent, 1992. 6. “Guide for Concrete Formwork”, American Concrete Institute Detroit, Michigan, 1996. 7. “Safety Requirements for Scaffolding”, American National Standards Institute, New York, 1994.


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The students will reproduce the basic knowledge of mathematics, science and engineering in the design of formwork and scaffolding. PO – {}

The students will identify, formulate and solve engineering problems of formwork and scaffolding design elements subjected to axial, flexure, shear and torsion. PO – {}

The students will demonstrate the procedural knowledge to design a system, component or process as per needs and specifications of formwork and scaffolding elements such as beams, slabs, columns and footings subjected to various load combinations with different boundary conditions. PO – {}

Students will practice the culture of professional and ethical responsibilities by following codal provisions in the analysis, design and detailing of formwork and scaffolding elements for strength and durability. PO – {}

Students will evaluate the impact of engineering solutions on the society and also will be aware of contemporary issues regarding failure of structures due to wrong design, use of poor quality of materials and faulty construction methods. PO – {}

To provide factual knowledge on analysis and design of formwork and scaffolding elements who can participate and succeed in competitive examinations. PO – {}

TITLE: GIS & REMOTE SENSING CODE: CVPE663 CREDITS: 4 - 0 - 0 Total contact hrs: 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT I

Introduction to Remote Sensing Principles of Remote sensing, Interactions between matter and electro-magnetic radiation, Energy interaction in the atmosphere, Energy interactions with the earths surface- spectral reflectance curves, Aerial Photography, Elements of photogrammetry, Visual interpretation

UNIT II Sattelites and Data Products Types of sensors- passive sensors and active sensors, Spectrometer, Sensor resolution- spectral, Spatial, radiometric and temporal, Photograph v/s image, Types of platforms- airborne remote sensing, Space borne remote sensing, Multispectral , Thermal and Hyperspectral remote sensing, Microwave remote sensing- SAR and SLR, Laser Altimetry, Image Classification: Supervised, unsupervised, Analysis of hyperspectral data, change detection studies

UNIT III Introduction to Geographic Information System Introduction to GIS principles , Raster and Vector-based GIS and data structures,Spatial data sources, Generation of thematic maps, Georeferencing, Digitization ,Data Editing, Edge Matching and Mosaicing, Linking Spatial and Non Spatial Data,

UNIT IV Data formats, Geo-databases, Database concepts, Database management in GIS, Data manipulations: attribute operations, area/distance calculations, overlay analyses.Map Projections, Surface mapping, Interpolation (including TIN), digital elevation model ( DEM), Terrain classification- slope aspect, angle of incidence etc, Varigram and Kriging , Regression and correlation analysis

UNIT V Applications of Remote Sening and GIS in Civil Engineering Applications in Water Resources, Transportation, Environmental Engineering, Urban Landscapes, Vegetation , Soil , Minerals and Geomorphology GPS -- Distance measurement, Area Measurement, Ground truth Radiometer, Hands on experience on Commercial GIS software (Arc GIS and ERDAS) Text Books:

1. Lillesand T.M., Kiefer. R.W., and Chipman. J.W., “Remote Sensing and Image Interpretation”, Wiley

Publications

2. Kang-tsung-Chang “Introduction to Geographic Information Systems”, TMH Publishers

Reference Books: 1. George Joseph , “Fundamentals of Remote Sensing”. 2. J.B. Campbell , “Introduction to Remote Sensing”. 3. CP Lo Albert K W Yeung, “Concepts and Techniques of Geographic Information Systems”, 2005 Prantice

Hall of India. 4. Geographical Information Systems – Principles and Applications, Volume I edited by David J. Maguire,

Micheal F Goodchild and David W Rhind, John Wiley Sons. Inc., New York 1991.

Course delivery The course will be delivered through lectures, power point presentations, class room interaction, assignment and self study cases. Course assessment and evaluation


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Analyzing and evaluating the related information (Weightage: 10%) Course outcome addressed:

Understands the advantages of using remote sensing over conventional methods. PO – {}

Understands electromagnetic radiation and its various interactions PO – {}

Understands the various sensors and platforms used in remote sensing process PO – {}

Understands the concept of GIS and its applications PO – {}

Understands how remote sensing and GIS can be used in various civil engineering applications PO – {}

TITLE: HIGHWAY GEOMETRIC DESIGN Subject Code: CVPE664 Credits: 4:0:0 Total Contact hours = 56 Duration of SEE = 3 hours CIE Marks = 50 SEE Marks = 100 Course Contents:

Unit - I Importance of Highway Geometric Design, Elements, Factors affecting, Pavement Surface Characteristics, Camber, Right of Way, Road Margins, Carriageway, Kerbs, Formation, Typical Highway Cross-Sections.

Unit - II Sight Distances - Stopping Sight Distance, Overtaking Sight Distance, sight distance at Uncontrolled Intersections, Design Speed, and Super elevation

Unit - III Horizontal Curves, Extra Widening, Transition Curves, Set-back Distances, Gradients and Grade Compensation, Summit Curves, salient features and geometric standards for hill roads

Unit - IV Intersections at Grade, manoeuvres and Conflict Areas, Traffic Islands, Intersection Forms, Rural and Urban Road Intersections, Speed change & Right-turn lanes, Channelization, Medians, Rotary Intersection, Mini Round-About Highway Lighting.

Unit - V Grade Separated Intersections – Types of Overpasses and Underpasses, Bus Stops, Pedestrian Facilities, Highway Drainage – surface and Sub-Surface Drainage System, Drainage of Slopes, Road Construction in Water-Logged Areas. TEXT BOOKS:

1. Principle and Practice of Highway Engineering – Kadiyali L R & Lal N B, Khanna Publications, New Delhi. 2. Highway Engineering – Khanna & Justo, Nem chand & Brothers 3. Relevant IRC Codes

Reference Books:

1. Subramanyam. K.P, “Transportation Engineering”, Scitech Publications, Chennai. 2. Khanna SK and Justo CEG, “Highway Material Testing Laboratory Manual”, Nemchand and Bros. Roorkee. 3. Kadiyali L.R, “Highway Engineering”, Khanna Publishers, New Delhi

Course delivery: The course will be delivered through lectures, class room interaction, assignments and self study cases.

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Course Outcomes:

1. The students will be capable of identifying highways types and other features and their behavior. PO – { a,b} 2. The students will be capable of analyzing sight distances and suggest safe geometric design elements for vehicle

movement along horizontal and vertical alignments. PO – { b,c} 3. The students will be able to analyse traffic flow and design the grade separated intersections. PO – { e}

TITLE: SOLID WASTE MANAGEMENT Subject Code: CVPE 665 Credit: 4:0:0 Total contact hrs - 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT I INTRODUCTION TO SOLID WASTES: Definition of solid wastes, classification and characteristics of solid wastes, Municipal Solid Waste (Management and Handling ) Rules, Biomedical Waste Handling Rules and Recycled Plastic usage Rules.

UNIT II COLLECTION OF SOLID WASTE: Systems of collection of solid wastes, transfer stations, collection equipments, route optimization techniques and numerical problems on route optimization. Processing techniques of solid wastes (principle of operation and function only).

UNIT III COMPOSTING: Composting, factors affecting composting process, aerobic and anaerobic composting, Indore and Bangalore method of composting, mechanical composting process, vermin-composting.

UNIT IV LANDFILLS: Sanitary landfilling – trench method, area method, ramp method and pit method. Factors considered for a landfill site selection, Cell design, leachate collection systems, control of gas movement and gas recovery systems.

UNIT V INCINERATION: Incineration process, factors affecting incineration process, and air pollution prevention in incinerators, pyrolysis process. Plastic waste, Biomedical Waste and its Impact on Human Health. Industrial Solid waste recycling and recovery-electronic industry, sugar industry and thermal power plants. Text Books:

1. George Tchobanoglouset.al., “Integrated Solid Waste Management”, Mc-Graw-Hill, Inc. New York, 1993. 2. Howard S.Peavyet.al., “Environmental Engineering”, Mc-Graw-Hill Book Company, New York, 1985.

Reference Books

1. A.D. Bhide and B.B.Sudareshan, “Solid Waste management in Developing Countries”, NEERI, Nagpur 1983. 2. “Environmental Engineering (Vol II)”- S.K Garg Khanna Publishres, New Delhi 2009. 3. Robert A. Corbit, “Standard Handbook of Environmental Engineering”, Mcgraw Hill Inc, New Delhi,1990. 4. P. AarneVesilind, William Worrel and Reinhart, Solid Waste Engineering, Thomson Brooks, Cole. 5. Manual on Municipal Solid Waste Management, CPHEEO, Ministry of Urban Development, Govt. of India, 2000. 6. Management and Handling Rules for Municipal Solid Waste and Biomedical Waste and Plastic Waste, MOEF

publications. Course delivery The course will be delivered through lectures, class room interaction, assignment and self-study cases.


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Analysing and evaluating the related information (Weightage: 20%) Course outcome addressed:

Student will be able to understand components of solid waste management and the laws governing it. PO – {}

Students will analyse the solid waste collection systems and propose route optimization techniques and processing of solid wastes. PO – {}

Students will be able to design, operate and maintain of landfills and composting units. PO – {}

Students will evaluate the techniques of operation and maintenance of incinerators. PO – {}

TITLE: APPLIED HYDRAULICS Subject Code: CVPE 666 Credit: 4:0:0 Total contact hrs - 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50

UNIT I Boundary Layer Theory and Drag & Lift:Introduction. Laminar and Turbulent flows. Boundary Layer- Definition, Thickness of B.L, Boundary Layer along a long thin plate and its characteristics, Prandtl’s Boundary layer equations, Laminar boundary layer, Turbulent boundary layer. Laminar sub-layer, Separation of boundary layer, Methods of controlling boundary layer. Flow Around Submerged Objects: Introduction. Drag and Lift - Definitions, Types of drag, Dimensional analysis of drag and lift, Drag on a sphere, cylinder, flat plate and airfoil, Lift on a circular cylinder and airfoil.

UNIT II Energy and Momentum Principles in Open Channel Flow: Introduction, Classification of flow in open channels, Types of channels, Velocity distribution in channel section, Pr. Distribution in open channel, Energy and Momentum principles, Description of sp. energy curve, channel transitions, Metering flumes – Venturi flume, Standing wave flume.

UNIT III Gradually Varied Flow in Open Channel: Introduction. Dynamic equations of Gradually Varied Flow, Characteristics of flow profiles, Control sections, Analysis of flow profiles- Gradually Varied Flow computations, Practical applications.

UNIT IV

Rapidly Varied Flow in Open Channels: Introduction. Hydraulic Jump - Momentum equation for the Jump, Classification of Jumps, characteristics of jump in a rectangular channel, Hydraulic jump as an energy dissipater, Location of the j jump. Rapidly Varied Flow computations, Flow over spillways and weirs.

UNIT V Unsteady Flow in Open Channel Flow: Introduction, Dynamic equation for unsteady flow, Monoclinical rising wave, Wave propagation, Surges in open channels, Flood Routing – Channel routing, Muskingum method. Text Books:

1. P.N. Modi&S.M.Seth, Hydraulics and Fluid Mechanics & Hydraulic Machines, Standard Book House New Delhi 2. K. Subramanya, Flow in Open Channel Flow, Tata McGraw-Hill Publishing Company Ltd. New Delhi

Reference Books:

1. V.T.Chow, Open Channel Hydrulics, McGraw Publishing Company Ltd. New York.

Course delivery The course will be delivered through lectures, class room interaction, assignment and self-study cases. Course assessment and evaluation


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Analyzing and evaluating the related information (Weightage: 30%) Course outcome addressed:

Understands the characteristics of pressure drag and friction drag. PO – {}

Understands how the energy and momentum principles can be applied in open channel flow. PO – {}

Understands and analyses the flow characteristics of open channel flow. PO – {}

Understands the rapidly varied flow in both steady and unsteady flow conditions. PO – {}

Analyzing and applying various flow principles of open channel flow applicable to Civil Engg.. PO – {}

TITLE: GREEN BUILDING TECHNOLOGY Code: CVPE 667 Credits: 4:0:0 Total contact hours – 56 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50 Course Contents:

UNIT 1 Introduction. Need for green building- Impact of building industry on energy resources, natural resources and environment. Green building-definition. Principles of green building. Concept of Embodied energy and calculation. Life cycle assessment. Consideration while selecting material and design for longevity.

UNIT 2 Building envelope- Conventional materials and Use of low energy materials - Base materials for RCC and Steel systems. Alternatives to structural systems, masonry, mortar, plastering, roofing, ceiling, paving, flooring, doors, windows and wood work. Smart materials. Low energy construction- low energy material, locally sourced material and recycled material

UNIT 3 Sustainable siting of building. Orientation of the building. Use of natural light, solar heat and ventilation. Fenestration and shading. Effective cooling and heating systems-solar passive techniques of heating and cooling in a building design. Methods of minimizing load on Conventional systems-Landscaping, water bodies. Building form-surface to volume ratio.

UNIT 4 Thermal Insulation for roof and walls. Glazing and shading systems. Building finishes. Effective electrical systems- photovoltaic systems. Efficient HVAC systems. Efficient lighting system- efficient bulbs, occupancy sensor systems and light sensors. Efficient motors. Energy auditing and Certification systems-GRIHA and LEED

UNIT 5 Conserving water in building- Water efficient fixtures- flow restrictors, sensors, no water fixtures. Alternatives for secondary uses. Rain water harvesting, solar water heaters and solar cooking. Low flush toilets, grey water recycling. Onsite treatment. Eco-friendly toilets. Reducing irrigation water requirements. Vertical farming. Xeriscaping. References:

1 Prof. Dr. Michael Bauer, Peter Mösle and Dr. Michael Schwarz (2010) “Green Building – Guidebook for Sustainable Architecture” Springer.

2. Tom Woolley, Sam Kimmins, Paul Harrison and Rob Harrison (2001) “Green Building Handbook” Volume 1-Spon Press.

3. Editor: MiliMajumdar, (2002) “Energy-efficient buildings in India” Tata Energy Research Institute. 4. TERI “Sustainable Building Design Manual- Volume I & II” Tata Energy Research Institute.

Course delivery The course will be delivered through lectures, class room interaction, model building, class activity, assignment and self-study.



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Analyzing and evaluating the related information (Weightage: 40%) Course outcomes:

1. The Graduate will develop the knowledge about green building concepts PO – {} 2. The Graduate will have ability to analyze different alternative building materials which will be suitable for

specific climate and in an environmentally sustainable manner. PO – {} 3. The Graduate will be able to demonstrate different green building design techniques using sustainable

architecture. PO – {} 4. The Graduate will have the ability to design the building in an environmentally responsible and with

sustainable approach. PO – {} 5. The Graduate will be able create a building which will reduce impact on the environment. PO – {}

TITLE: DETAILING OF RC AND STRUCTURAL STEEL ELEMENTS CODE: CV 607L CREDITS: 0 - 0 - 2 Total contact hrs: 14 Duration of SEE: 3 hrs SEE Marks: 50 CIE: 50 Course contents: Part A

1. Beams : Simply supported, Cantilever and Continuous

2. Slabs : One-way, Two-way and One-way continuous

3. Staircase: Dog legged

4. Cantilever Retaining wall,

5. Counter fort retaining wall

6. Circular Water tanks, Rectangular Water tank

7. Raft Foundation Part B

8. Beam to beam connections by bolted and welded connection

9. Beam to column connection by bolted connection

10. Beam to column connection by welded connection

11. Built –up Columns with Lacings

12. Built –up Columns with battens

13. Column bases and Gusseted bases with bolted connections

14. Column bases and Gusseted bases with welded connections Text Books: 1 Structural Design & Drawing Reinforced Concrete & Steel- N. Krishnaraju, University Press. 2. Structural Design and Drawing- Krishnamurthy -, (Concrete Structures), CBS publishers, New Delhi. Tata Mc-Graw

publishers. References: 1. Reinforced Concrete Structures - B.C. Punmia – Laxmi Publishing Co. 2. Reinforced Concrete Design – S.N.Sinha, McGraw Hill Education. 3. Subramanian .N, “Design of Steel Structures”, Oxford University Press, New Delhi. 4. K.S. Duggal, “Design of Steel Structures”, Tata Mcgraw Hill, New Delhi. Course Outcomes:

1. Students will acquire the basic knowledge in detailing of RC and structural steel elements. PO – {} 2. Students will have the ability to function on multi-disciplinary teams in the area of detailing of RC and

structural steel elements. PO – {} 3. Students will have the ability to use the techniques, skills, and modern engineering tools necessary for

engineering. PO – {} 4. Students will have the ability to identify and use the standard commercial packages. PO – {}

TITLE: ENVIRONMENTAL ENGINEERING LABORATORY Code: CV608L Credits: 0:0:2 No. of sessions required: 14 Duration of SEE: 3hrs SEE Marks: 100 CIE: 50 LIST OF EXPERIMENTS:

1. Determination of pH, Alkalinity and Acidity 2. Determination of Chlorides, available chlorine in bleaching powder and residual chlorine. 3. Determination of Dissolved Oxygen and BOD. 4. Determination of COD 5. Determination of Turbidity and Jar Test for Optimum Dose of alum. 6. Determination of Iron. 7. Determination of Nitrates/ Fluoride 8. Determination of Solids in Sewage: Total Solids, Suspended Solids, Dissolved Solids, Volatile Solids,

Fixed Solids and Settle able Solids. 9. Determination of particulates in air using high volume air sampler 10. determination of noise levels in the locality 11. Visit to sewage treatment plant. 12. Repetition 13. Test 14. Viva & Gate preparation

Course Outcomes:

Ability to analyze the water and waste water samples and classify them. PO – {}

Ability to identify the potable water. PO – {}

Ability to provide the type of treatment required. PO – {}

References:

1. Environmental Engineering Laboratory Manual - Dr R B Kotaiah & N Kumara Swamy - Charotar Publishing House, 1994.

2. Standard Methods for the examination of water and waste water, 22nd Edition – E W Rice, R B Baird et.al, American Water Works Association [2012].

3. IS Standards 2490 – 1974, 3360 -1974, 3307 – 1974. 4. Chemistry for Environmental Engineering – Clair N Sawyer, Perry L McCarty.

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