fourth year (first semester) · (b) draw influence line for statically determinate structure (c)...

Fourth Year (First Semester)

No Information on Every Subject

1. Unit Name: Theory of Structures I

2. Unit Code: CE 41013

3. Classification : Engineering Subject

4. Credit Hours : 2.5

2for lecture: (2 hours ×15 weeks)

5. Semester/ Year Offered: 1/4

6. Pre-requisite (if any): CE-31013, CE-32013

7. Mode of Delivery : Lecture and Tutorial

8. Assessment System and Breakdown of Marks::

Coursework/Tutorial 20%

Final examination 80%

Total 100%

9. Academic Staff Teaching Unit:

10. Objective of Unit:

The objective of this course is to

- To understand and apply theory or structures for civil engineering fields.

11. Learning Outcome of Unit:

On completion of this unit, students shall be able to:

(a) Analyze Transformation of stresses, plane trusses and space trusses (b) Draw influence line for statically determinate structure

(c) Analysis of buckling theory for columns

(d) Calculate deflection of beams by integration, moment area theorem, elastic

load method and conjugate beam method

12. Synopsis of Unit:

Analysis of Transformation of stresses, plane trusses and space trusses and

buckling for columns and draw influence line for statically determinate structure.

Calculating ofdeflection of beams by using integration, moment area theorem,

elastic load method and conjugate beam method

13. Topics and Contact Hours:

Topic

Contact Hours

Lecture Tutorial Practical

Topic 1: Transformation of stresses

Introduction

Transformation of stresses,

Transformation of plane trusses and

Transformation of space trusses

6

3

Topic 2: Influence Line For Statically

Determinate

Introduction

Influence line for beams

Influence line for frames and grids

6

3

Topic 3: Buckling Theory For Columns

Introduction

Buckling Theory For Columns

8

4

Topic 4:Deflection Of Beams

Integration method

Moment Area Theorem

Elastic Load Method

Conjugate Beam Method

10

6

Total Hours 30 16

Equivalent of Lecture Hours 30 8

Total Equivalent Lecture Hours

Credit Hours 2.5

Main References:

Author Charles Head Norris,John Benson Wilbur, elementary structural analysis of 3rdedition

Additional References:


1. Unit Name : Design of Timber Structures

2. Unit Code: CE-41014



2 for lecture: (2 hours × 15 weeks )

5. semester / Year Offered : 1/4

6. Pre-requisite ( if any ) : None


8. Assessment System and Breakdown of Marks :

Course work / Tutorial 20%

FinalExamination 80%

Total 100%


10. Objective of Unit:The purpose of this subject is to get knowledge for structural design

and maintenance of wood and timber structures.


1. To know the nature of wood, timber and their properties.

2. To understand different types of loads, design procedure andknowledge of

tension, bending and compression members, fasteners, design of timber trusses,

timber bridges.

3. To get knowledge for maintenance of timber structures and formwork design.

12. Synopsis of Unit

The unit is intended to understand physical and mechanical properties of wood and

buckling theory for columns, to calculate deflection and design timber structure

13. Topics and contact Hours:

Topics Contact Hours

Lecture Tutorial

Topic 1 Design construction in the use of structural timber

Introduction 2 1

Topic 2 Physical and mechanical properties of wood

Physical properties

Mechanical properties

2 1

Topic 3 Loads

Loads and forces 2 1

Topic 4 Design of tension, compression and bending members

Design of tension and compression members

Design of axially loaded columns, wood beam-column,

spaced column, built-up column and bending members

Size factor for rectangular, I and Box sections

Design provisions

Summary of stresses

Design criteria

4 2

Topic 5 Fasteners and connectors

Nails

Staples

Bolts and screws

Timber connectors

Rigid connections

Connectors plates

4 2

Miscellaneous connectors

Topic 6 Design of Purlin and roof trusses

Maximum roof trusses span, truss proportion

Poof construction systems and roof truss spacing

Purlin truss

Roof truss bracing and anchorage

4 2

Topic 7 Design of wood bridge

Provision of AASHTO specification Affecting Design of

wood bridge

2 1

Topic 8 Glued Laminated Timber

Advantages

Types of glulam combinations

Development of design values

Design of Glued Laminated Timber

2 1

Topic 9 Maintenance of Timber Structure

Wood preservative

Preservative effectiveness

Effect of species on penetration

Preparation of timber for treatment

Application of preservative

Handling and seasoning of timber after treatment

Quality assurance for treated wood

2 1

Topic 10 Formwork Design

Design principles and loads

Method of analysis

Slab form design

Wall and column form design

Design of lateral bracing

6 3

Total Hours 30 15

Equivalent of lecture Hours 30 7.5

Total Equivalent of lecture Hours 37.5

Credit Hours 2.5

References:

1. Design of Timber structure, Nunnally. S.W.

2. Lecture Notes on Design of Timber Structure, U KhinMaung Tint, Assistant Lecturer,

Yangon Institute of Technology

3. Wood Technology in the Design of Structure (Fourth edition), Reobert J. Hoyle, Jr., P.E.


1. Unit Name: Geotechnical Engineering III

2. Code: CE-41015

3. Classification: Engineering Subject

4. Credit Hours: 3

3 represent lecture: (3 hours x15 weeks)

5. Semester/Year Offered :1/4,

6. Pre-requisite CE-31015,CE-32015

7. Mode of Delivery: Lecture, Tutorial and Practical

8. Assessment System and Breakdown of Marks:

Tutorial 10%

Practical 10%

Final Examination 80%

Total 100%

9. Academic Teaching Units:


The main objective of this course is to understand the principles of foundation design

and related structures.


After completing this unit, students will be able to:

(a)understand factors to consider in foundation design

(b) solve structural analysis and design of mat footing

(c) determine bearing capacity and settlement of deep foundation

(d) design the sheet piles and braced cut


The unit is intended to application of geotechnical design parameters for Foundation

Design.

Factors to Consider in Foundation Design -Erosion problems for structures adjacent

to flowing water, Corrosion protection, Water table fluctuation, Foundations in

different soil deposits, Mat Foundation-Common types of mat foundation, Bearing

capacity of mat foundations, Structural design of mat foundation , Deep Foundation:-

Type of piles, Equations for estimating pile capacity, Pile load tests, Elastic settlement

of piles, Laterally loaded piles, Pile driving formulas, Group efficiency, Ultimate

capacity of group piles, Settlement of group piles, Earth Retaining Structures-Sheet

pile walls design, Wall for excavation:-Design of various component of a braced cut,

Bottom heave of a cut in clay

13 Topic and Contact Hours:

Contact Hours Lecture Tutorial Practical

Topic 1: Factors to Consider in Foundation Design

Erosion problems for structures adjacent to

flowing water

Corrosion protection

Water table fluctuation

Foundations in different soil deposits

4 2 2

Topic 2:Mat Foundation

Common types of mat foundation

Bearing capacity of mat foundations

Structural design of mat foundation

6 3 3

Topic 3:Deep Foundation

Type of piles,

Equations for estimating pile capacity

Pile load test

Elastic settlement of piles

Laterally loaded piles

Pile driving formulas

Group efficiency

Ultimate capacity of group piles

Settlement of group piles

8 4 3

Topic 4:Earth Retaining Structures

Sheet pile walls design

6 3 2

Topic 5:Wall for excavation

Design of various component of a braced cut

Bottom heave of a cut in clay

6 3 2

Total Hours 30 15 12

Equivalent total lecture 30 7.5 4

Total equivalent lecture hours 41.5

Credit Value 3

Tutorial = 3 contact hour (one hour in every month).

Laboratory= (3 hour per lab session).

Main References;

1. Principles of Foundation Engineering, Braja M. Das (7th Edition)

Additional References;

Information on Practical Experiment (CE-41015)

Lab Activities Contact Hour

1 Topic:Direct Shear Test

Task: To determine the shear strength of cohesive less soil.

Resources: Shear box, Direct shear machine.

2 Topic:TriaxialTest

Task: To determine the shear strength parameter of cohesive

less and cohesive soils and for obtaining pore water

pressure and/or volume changes during a triaxial shear

test

Resources: compression machine(strain-controlled)

Triaxialcell, pore pressure apparatus or pressure transducer

and electronic readout equipment

Specimen mold, rubber membrane stretcher,

rubber binding strips, and porous stones

Vacuum pump and air-pressure source

Calipers

Sampletrimmingdevice(optional)

3 Topic:California Bearing Ratio (CBR) Test

Task: To evaluate the relative quality of subgrade, subbase,

and base soils for pavement.

Resources: CBR mold, collar, and dial-gage reading to 0.001”,

24.5 or 4.45 N compression hammer, base plate,

surcharge weights. Compression machine

equipped with CBR penetration piston.


1. Unit Name: Hydraulic Engineering and Applied Hydraulics I

2. Code: CE-41016


4. Credit Value: 3

2 represent lecture: (2 hours x 15 weeks)


6. Pre-requisite (if any ): CE-31016, CE-32016

7. Mode of Delivery: Lecture , Tutorial and Practical


Tutorial 10 %

Practical 10%


Total 100%



The objective of this subject is to calculate various flows in open channel and energy

losses of the hydraulic jump in reservoir.



(a) Learn open channel flows ;

(b) Calculate hydraulic jump and energy losses;

(c) Calculate the critical slope for channel;

(d) Design of channel


The unit is intended to apply the hydraulic jump in spillway, dam and reservoir.

Classification of open channel flow, Channel geometry, Velocity distribution and

pressure distribution in a channel section, Energy and momentum principles, Critical

flow and its computation and applications, Uniform flow and its formulas,

computation, Design of channel, Best hydraulic section, Stable hydraulic section.


Topic Contact Hours


Topic 1: Learn open channel flows

Classification of open channel flow, Channel

geometry

Types of flow, Measurement of velocity.

6 3 3

Topic 2: Calculate hydraulic jump and energy

losses

Energy in open channel, Critical flow

computation, Calculate Hydraulic jump and

energy losses

10 4 4

Topic 3: Calculate the critical slope for channel

Velocity of a uniform flow, Calculate the

critical depth and discharge depend on smooth

and rough

8 4 4

Topic 4: Design of channel

Design of rectangular, trapezoidal, triangular

and circular channel section

6 3 4


Equivalent total lecture 30 7 5

Total equivalent lecture hours 42

Credit value 3

Tutorial = contact hours

Main Reference:

1. Open Channel Hydraulics, Ven Te Chow

2. Flow in Open Channels (Third Edition), by K

Subramanya

Additional Reference:

3. Irrigation Water Power and Water Resources

Engineering (IN SI UNITS) by Dr.K.R.Arora

Information on Lab Practical (Hydraulic Engineering and Applied Hydraulics)

Lab Activity Contact Hour

M1 a Topic : Characteristics of Flow through Various Types of Weir

Task : To determine the coefficients of discharge for various

types of rectangular notch, v-notch etc. are carried out.

Resources: Open Flow Flume/Channel, rulers, hook and point

gauge, various weir and notch plates.

3

M1 b Topic: Characteristics of Flow through Venturi Flume under

Normal and Standing Wave Conditions

Task: To determine the coefficients of discharge for venture

flume at normal and standing wave conditions.


gauge, venture flume assembly.

3


1. Unit name : Transportation Engineering III

2. Code: CE 41017


4. Credit Value : 2.5

Please refer to the following evaluation


6. Pre-requisite (if any ) : CE-31017, CE-32017

7. Mode of Delivery: Lecture and Tutorial


Tutorial 20%


Total 100%

9. Academic Staff Teaching Unit :


The main objective of this unit is to provide for engineering students and new entrants

into the field of railways to be aware of theories and field practices as well as the modern

techniques in detail not only the fundamentals of railway engineering but also latest

developments with regard to railway tracks, locomotives and rolling stock, signaling

and interlocking, etc.


On completion of this unit, a student shall be able to:

(a)To understand the track structure has been modernized in a big way in the last three

decades.

(b) To understand the Long welded rails, concrete sleepers, and elastic fastenings have

been used on high speed routes to provide stable and resilient structures.

(c)To understand the Metro railways are also being introduced in metropolitan cities to

ease the problem of congestion on roads.

(d)To understand the Diesel and electric locomotives, which have superior performance

capabilities, have replaced steam locomotives.

(e)To understand the modern signaling, automatic warning, and centralized traffic

control systems are being adopted to ensure safety and maximum utilization of track

capacity


This unit enables students to understand the theoretical knowledge of the modern

techniques in detail not only the fundamentals of railway engineering but also latest

developments with regard to railway tracks, locomotives and rolling stock, signaling

and interlocking, etc.


Topic

Contact Hours

Lecture Tutorial

Topic 1: History and General Features of Railways

Developments in Indian Railways

Different Modes of Transport

Organization of Railways

Indian Railway Finances and their Control

Commission of Railway Safety

Long-term Corporate Plan of Indian Railways

Classification of Railway Lines in India

General Features of Indian Railways

Important Statistics of Indian Railways

Undertakings Under Ministry of Railways

2 1

Topic 2. Railway Track Gauge

Gauges on World Railways

Different Gauges on Indian Railways

Choice of Gauge

Problems Caused by Change of Gauge

Unit-gauge Policy of Indian Railways

Loading Gauge

Construction Gauge

2 1

Topic 3.Alignment of Railway Lines

Importance of Good Alignment

Basic Requirements of an Ideal Alignment

Selection of a Good Alignment

Mountain Railways

Rack Railways

2 1

Topic 4.Engineering Surveys and Construction of New

Lines

Need for Construction of a New Railway Line

Preliminary Investigations for a New Railway

Line

Types of Surveys

Traffic Survey

Reconnaissance Survey

Preliminary Survey

Preliminary Engineering-cum-traffic Survey

Final Location Survey

Modern Surveying Techniques for Difficult

Terrain

Construction of New Lines

2 1

Topic 5. Track and Track Stresses

Requirements of a Good Track

Maintenance of Permanent Way

Track as an Elastic Structure

Forces Acting on the Track

Coning of Wheels

1 1

Tilting of Rails

Topic 6: Rails

Function of Rails

Types of Rails

Requirements for an Ideal

Rail Section

Rail Manufacture

Rail Wear

Other Defects in Rails

Rail Failure

Rail Flaw Detection

2 1

Topic7: Sleepers

Functions and Requirements of Sleepers

Sleeper Density and Spacing of Sleepers

Types of Sleepers

Wooden Sleepers

Steel Channel Sleepers

Steel Trough Sleeper

Cast Iron Sleepers

Concrete Sleepers

2 1

Topic8. Ballast

Functions of Ballast

Types of Ballast

Sizes of Ballast

Requirements of a Good Ballast

Design of Ballast Section

Specifications for Track Ballast

Collection and Transportation of Ballasts

Methods of measurement

Laboratory Tests for Physical Properties of

Ballast

Assessment of Ballast Requirements

Guidelines for Provision of Sub-ballast

2 1

Topic9. Subgrade and Formation

Slopes of Formation

Execution of Earthwork in Embankments and

Cuttings Blanket and Blanketing Material

Failure of Railway Embankment

Site Investigations

1

1

Topic 10.Rack Fittings and Fastenings

Rail-to-Rail Fastenings Fittings for Wooden

Sleepers

1

Fittings of Steel Trough Sleepers

Fittings of CI Sleepers

Elastic Fastenings

Other Fittings and Fastenings

Testing of Fastenings

Topic11. Creep of Rails

Theories for the Development of Creep

Causes of Creep

Effects of Creep

Measurement of Creep

Adjustment of Creep

Creep Adjuster

Portions of Track Susceptible to Creep

Measures to Reduce Creep

1 1

Topic12. Geometric Design of Track

Necessity for Geometric Design

Details of Geometric Design ofTrack

Gradients

Grade Compensation on Curves

4 1

Topic13. Curves and Superelevation

Circular Curves

Superelevation

Safe Speed on Curves Transition Curve

Compound Curve

Reverse Curve ,

Extra Clearance on Curves

Widening of Gauge on Curves

Vertical Curves

Realignment of Curves

Cutting Rails on Curves

Check Rails on Curves

4 1

Topic14. Points and Crossings

Important Terms

Switches

Design of Tongue Rails

Crossing

Number and Angle of Crossing

Reconditioning of Worn Out Crossings

Turnouts

Turnout with Curved Switches

Layout of Turnout

Trends in Turnout Design on Indian Railways

Inspection and Maintenance of Points and

Crossings

2 1

Topic15. Rail Joints and Welding of Rails

Effects of a Rail Joint

Requirements of an Ideal Rail Joint

Types of Rail Joints

Welding a Rail Joint

Gas PressureWelding

Electric or Metal Arc Welding Flash

ButtWelding

Thermite Welding of Rails

Recent Developments inWelding Techniques

1 1

Topic16. Track Maintenance & Drainage

Necessity and Advantages of Track

Maintenance

Essentials ofTrack Maintenance

Measuring Equipment and Maintenance

Toolsfor Tracks

Maintenance of Rail Surface Deep Screening

ofBallast

Track Drainage Maintenance of Track in

TrackcircuitedLengths

Organization Structure for TrackMaintenance

Protection of Track for Engineering Work

Patrolling of Railway Tracks

Track Tolerances

Need for Proper Track Drainage

Sources of Percolated Water in the Track

Requirements of a Good Track Drainage

System

Practical Tips for Good Surface Drainage

Track Drainage Systems

1 1

Total Hours 30 15

Equivalent total lecture 30 7.5

Total Equivalent lecture hours 37.5

Credit Value 2.5

Tutorial = 3Contact hours (1hours in every month)

Main References: RAILWAY ENGINEERING

SATISH CHANDRA, Professor, Department of Civil Engineering,

Indian Institute of Technology Roorkee

M.M. AGARWAL Retired Chief Engineer, Northern Railways ,

Fourth Year (Second Semester)


1. Unit Name: Theory of Structures II

2. Unit Code: CE 42013



2for lecture: (2 hours ×15 weeks)


6. Pre-requisite (if any): CE-41013


8. Assessment System and Breakdown of Marks::

Coursework/Tutorial 20%

Final examination 80%

Total 100%



The objective of this course is to

- To understand and apply theory or structures for civil engineering fields.


On completion of this unit, students shall be able to:

(a) Analysis of statically indeterminate structures by the methods of superposition,

three moment equations , slope deflection method, moment distribution method

(b) Analysis of arch column analogy method for beams and frames

(c) Approximate analysis of statically indeterminate structure


Analysis of statically indeterminate structures by the methods of superposition,

three moment equations , slope deflection method, moment distribution

method, arch column analogy method for beams and frames and approximate

analysis of statically indeterminate structure


Topic

Contact Hours


Topic 1: Analysis of statically indeterminate

structures

Introduction

methods of superposition

three moment equations

slope deflection method

moment distribution method ,

arch column analogy method for beams

and frames

15

8

Topic 2: approximate analysis of statically

indeterminate structure

Introduction

Statically indeterminacy

Expressions for degree of indeterminacy

Kinematic indeterminacy

15

8

Total Hours 30 16

Equivalent of Lecture Hours 30 8

Total Equivalent Lecture Hours

Credit Hours 2.5

Main References:

Author Charles Head Norris,John Benson Wilbur, elementary structural analysis of 3rdedition

Additional References:


1. Unit Name: Hydraulic Engineering and Applied Hydraulics II

2. Code: CE-42016


4. Credit Value: 3



6. Pre-requisite (if any ): CE-31016, CE-32016, CE-41016

7. Mode of Delivery: Lecture and Tutorial and Practical


Tutorial 10%

Practical 10%


Total 100%



The objective of this subject is to evaluate the flow rate in the theoretical concept of

boundary layer and calculate the location of hydraulic jump.



(e) Learn theoretical concept of boundary layer and illustrate the boundary layer;

(f) Determine location of the critical depth control point and location of the jump;

(g) Calculate the flow profile and total head ;

(h) Design of scale models


The unit is intended to apply the hydraulic jump in spillway, dam and reservoir.

Theoretical concept of boundary layer, surface roughness, velocity distribution,

Gradually varied flow, Dynamic equation, Characteristics of flow profiles,

Classification of flow profiles, Analysis of flow profiles, Method of computation-

Direct step method , Standard step method, Similitude and hydraulic modeling,

Design of scale models, Distorted and movable-bed models.


Topic Contact Hours


Topic 1: Learn theoretical concept of boundary

layer and illustrate the boundary layer;

Theoretical concept of boundary layer

Computation and illustrate of the boundary

layer and water surface.

Gradually varied flow

6 3 3

Topic 2: Determine location of the critical depth

control point and location of the jump;

Calculate the location of the critical depth

control point and location of the jump by

dynamic equation.

10 4 4

Topic 3: Calculate the flow profile and total head ;

Classification and analysis of profile,

Compute the flow profile by using Direct-

step Method and total head by using

Standard –step Method.

8 4 4

Topic 4: Design of scale models

Design of scale model by using

mathematical model and scale models.

Distorted and movable-bed models

6 3 4


Equivalent total lecture 30 7 5

Total equivalent lecture hours 42

Credit value 3

Tutorial = contact hours

Main Reference:

4. Open channel Hydraulics, Ven Te Chow

5. Flow in Open Channels (Third Edition), by K

Subramanya




Information on Lab Practical (Hydraulic Engineering and Applied Hydraulics)

Lab Activity Contact Hour

M2 a Topic : Derivation of the Specific Energy Equation

Task : To demonstrate for a constant value of discharge, the

specific energy reaches a minimum value at the critical

depth. The specific energy is defined as the sum of the

flow depth and the velocity head. This critical depth

parameter is fundamental to a complete understanding of

free flow behavior because the response of a stream to

energy changes depends on whether the actual depth is

greater of less than the critical.


gauge, sluice gate, tail gate.

M2 b Topic: Characteristics of Hydraulic Jump and Energy

Dissipation

Task: To investigate the characteristics of hydraulic jump

located downstream of a sluice gate. The situation where

the flow changes from supercritical to subcritical, there

is a sudden increase in depth in the form of a hydraulic

jump. The purpose of creating hydraulic jump is to

dissipate the energy in the channel flow.


gauge, sluice gate, tail gate.


1. Unit name : Transportation Engineering IV

2. Code: CE 42017


4. Credit Value : 2.5

Please refer to the following evaluation

5. semester/ Year Offered: 2/4

6. Pre-requisite (if any ) : CE-31017, CE-32017, CE-41017



Tutorial 20%


Total 100%

9. Academic Staff Teaching Unit :


The main objective of this unit is to provide for engineering students and new entrants

into the field of airport planning and design. The information located within these

chapters is applicable both for academic coursework and as a reference on the

desks of airport planning and design professionals


On completion of this unit, a student shall be able to:

(a)To understand the track structure has been modernized in a big way in the last three

decades.

(b) To understand the Long welded rails, concrete sleepers, and elastic fastenings have

been used on high speed routes to provide stable and resilient structures.

(c)To understand the Metro railways are also being introduced in metropolitan cities to

ease the problem of congestion on roads.

(d)To understand the Diesel and electric locomotives, which have superior performance

capabilities, have replaced steam locomotives.

(e)To understand the modern signalling, automatic warning, and centralized traffic

control systems are being adopted to ensure safety and maximum utilization of track

capacity.


This unit enables students to understand the theoretical knowledge of the modern

techniques in detail not only the fundamentals of airport engineering but also latest

developments with regard to airport system, new and entirely different strategies to

estimate required runway lengths and their associated required pavement thickness. This

text attempts to maintain the flavor of previous editions while understanding, the airport

navigational aids of the previous century are becoming all but obsolete, in favor

of a digital, satellite-based communication and navigational system,and that airport

financing strategies.


Topic

Contact Hours

Lecture Tutorial

Topic 1:The Nature of Civil Aviation and Airports

Introduction

Commercial Service Aviation

Passenger Air Carriers International Air

Transportation

Air Cargo

General Aviation Civil Aviation Airports

Historical Review of the Legislative Role

in Aviation. Air Commerce Act of 1926

Civil Aeronautics Act of 1938

Federal Airport Act of 1946

Federal Aviation Act of 1958

Creation of the U.S. Department of

Transportation Airport and Airway

Development Act of 1970

Airline Deregulation Act of 1978

Impact of Airline Deregulation

The Airport and Airway Improvement Act

of 1982

The Aviation Safety and Capacity Act of

1990

AIR-21: The Wendell Ford Aviation

Investment Act for the 21st Century

The Aviation and Transportation Security

Act of 2001.

Vision 100 Century of Aviation Act of

2003

Next Gen Financing Reform Act of 2007

FAA Reauthorization Act of 2009

State Roles in Aviation and Airports

Aviation Organizations and Their

Functions Federal Agencies of the United

States Government

Federal Aviation Administration

Transportation Security Administration

Environmental Protection Agency

National Transportation Safety Board

State Agencies

The International Civil Aviation

Organization Industry and Trade

Organizations

2 1

Topic 2. Aircraft Characteristics Related to

Airport Design

Dimensional Standards

Landing Gear Configurations

Aircraft Weight

Engine Types

Atmospheric Conditions Affecting

Aircraft Performance

Air Pressure and Temperature

Wind Speed and Direction

Aircraft Performance Characteristics

Aircraft Speed

Payload and Range

Runway Performance

Declared Distances

Wingtip Vortices

2 1

Topic 3 Air Traffic Management

Introduction

A Brief History of Air Traffic Management

The Organizational Hierarchy of Air Traffic

Management in the United States

The Air Traffic Control System

Command Center

Air Route Traffic Control Centers

Terminal Approach Control Facilities

Airport Traffic Control Tower

Flight Service Stations

Air Traffic Management Rules

Airspace Classifications and Airways

Airways

Colored Airways

Victor Airways

Jet Routes

Area Navigation

Air Traffic Separation Rules

Vertical Separation in the Airspace

Assigned Flight Altitudes

Longitudinal Separation in the Airspace

Lateral Separation in the Airspace

Navigational Aids

Ground-Based Systems

Satellite-Based Systems: Global Positioning

System

The Modernization of Air Traffic

Management

Next Gen

2 1

SWIM

Next Gen Data Communications

Next Gen Enabled Weather.

Topic 4. Airport Planning Studies

Introduction

Types of Studies

The Airport System Plan

Airport Site Selection

The Airport Master Plan

The Airport Project Plan

Continuing Planning Process

2 1

Topic 5. Forecasting for Airport Planning

Introduction

Levels of Forecasting

Forecasting Methods

Time Series Method

Market Share Method

Econometric Modeling

Forecasting Requirements and Applications

The Airport System Plan

The Airport Master Plan

The Future Aviation Forecasting

Environment

2 1

Topic 6 Geometric Design of the Airfield

Airport Design Standards

Airport Classification

Utility Airports

Transport Airports

Runways

Runway Configurations

Single Runway

Parallel Runways

Intersecting Runways

Open-V Runways

Combinations of Runway Configurations

Runway Orientation

The Wind Rose

Estimating Runway Length

Runway System Geometric Specifications

Parallel Runway System Spacing

Sight Distance and Longitudinal Profile

Transverse Gradient

Airfield Separation Requirements

2 1

Related to Runways

Obstacle Clearance Requirements

FAR Part 77

ICAO Annex 14

TERPS

Runway End Sitting Requirements

Taxiways and Taxi lanes

Widths and Slopes

Taxiway and Taxi lane Separation

Requirements

Sight Distance and Longitudinal Profile

Exit Taxiway Geometry

Location of Exit Taxiways

Design of Taxiway Curves and Intersections

End-Around Taxiways

Aprons

Holding Aprons

Terminal Aprons and Ramps

Terminal Apron Surface Gradients

Control Tower Visibility Requirement

Topic7. Structural Design of Airport Pavements

Introduction

Soil Investigation and Evaluation

The CBR Test

The Plate Bearing Test

Young’s Modulus (E Value)

Effect of Frost on Soil Strength

Sub grade Stabilization

FAA Pavement Design Methods

Equivalent Aircraft Method

Cumulative Damage Failure Method

Design of Flexible Pavements

CBR Method

Layered Elastic Design

Design of Rigid Pavements

Westergards Analysis

Finite Element Theory

Joints and Joint Spacing

Continuously Reinforced Concrete

Pavements

Design of Overlay Pavements

Pavements for Light Aircraft

Pavement Evaluation and Pavement

Management Systems

2 1

Topic8. Airport Lighting, Marking, and Signage

Introduction

The Requirements for Visual Aids

The Airport Beacon

Obstruction Lighting

The Aircraft Landing Operation

Alignment Guidance

Height Information

Approach Lighting

System Configurations

Visual Approach Slope Aids

Visual Approach Slope Indicator

Precision Approach Path Indicator

Threshold Lighting

Runway Lighting

Runway Edge Lights

Runway Centerline and Touchdown

Zone Lights

Runway End Identify era Lights

Taxiway Lighting

Taxiway Edge Lights

Runway Guard Lights

Runway Stop Bar

Runway and Taxiway Marking

Runways

Runway Designators

Runway Threshold Markings

Centerline Markings

Aiming Points

Touchdown Zone Markings

Side Stripes

Displaced Threshold Markings

Blast Pad Markings

Taxiway Markings

Centerline and Edge Markings

Taxiway Hold Markings

Taxiway Shoulders Enhanced Taxiway

Closed Runway and Taxiway Markings

Airfield Signage

Runway Distance Remaining Signs

Taxiway Guidance Sign System

Taxiway Designations

Types of Taxiway

Signing Conventions

Sign Size and Location

Sign Operation

2 1

Topic .9 Airport Drainage

Purpose of Drainage

Design Storm for Surface Runoff

Determining the Intensity-Duration

Pattern for the Design Storm

Determining the Amount of Runoff by the

FAA Procedure.

Determining the Amount of Runoff by

the Corps of Engineers Procedure

Layout of Surface Drainage

2

1

Topic 10. Planning and Design of the Terminal

Area

Introduction

The Passenger Terminal System

Components of the System

Design Considerations

Terminal Demand Parameters

Facility Classification

Overall Space Approximations

Level of Service Criteria

The Terminal Planning Process

Space Programming

Other Areas

Overall Space Requirements

Concept Development

Horizontal Distribution Concepts

Vertical Distribution Concepts

Schematic Design

Analysis Methods

Design Development

The Apron Gate System

Number of Gates

Ramp Charts

Gate Size

Aircraft Parking Type

Apron Layout

Apron Circulation

Passenger Conveyance to Aircraft

Apron Utility Requirements

2 1

Topic 11. Airport Security Planning

Introduction

History of Airport Security

Airport Security Program

Security at Commercial Service Airports

Passenger Screening

Baggage Screening

Employee Identification

2

1

Perimeter Security

Vulnerability Assessment

Security at General Aviation Airports

Future Security

Topic12. Airport Airside Capacity and Delay

Introduction Capacity and Delay Defined

Capacity and Delay in Airfield Planning

Approaches to the Analysis of Capacity and

Delay Factors That Affect Airfield Capacity

Formulation of Runway Capacity through

Mathematical Theory

Mathematical Formulation of Delay

Formulation of Runway Capacity through the

Time-Space Concept

Formulation of Ultimate

CapacityMathematical

Application of Techniques for

UltimateHourly Capacity

Parameters Required for Runway Capacity

Computation of Delay on Runway Systems

Graphical Methods for Approximating Delay

Application of Techniques for Annual Service

Volume

Simulation Models

Gate Capacity

Analytical Models for Gate Capacity

2 1

Topic13. Finance Strategies for Airport Planning

Introduction

Background

Federal Funding Programs in the United

States

The Airport Development Aid Program

The Passenger Facility Charge Program

State and Local Participation in Financing

Airport Improvements

Bond Financing

General obligation Bonds

General Airport Revenue Bonds

Special Facility Bonds

PFC Bonds

CFC Bonds

Privatization of Airports

Financial Planning

Rate Setting

Evaluation of the Financial Plan

2 1

Topic14. Environmental

Introduction

Policy Considerations

Pollution Factors

Air Quality

Water Quality

Aircraft and Airport Noise

Sound Pressure and Sound Pressure Level

Aircraft Noise Effects and Land-Use

Compatibility

Determining the Extent of the Problem

Finding Solutions

Noise Regulations

Construction Impacts

Social Factors

Land Development

Displacement and Relocation

Parks, Recreational Areas, Historical Places,

Archeological Resources, and Natural and

Scenic Beauty

Consistency with Local Planning

Ecological Factors

Wildlife, Waterfowl, Flora, Fauna,

Endangered Species. Wetlands and Coastal

Zones

Flood Hazards

Engineering and Economic Factors

Costs of Construction and Operation

Economic Benefits and Fiscal Requirements

Energy and Natural Resources

2 1

Topic15. Heliports

Introduction

Heliports

The Nature of Helicopter Transportation

Characteristics of Helicopters

Factors Related to Heliport Site Selection

2 1

Total Hours 30 15

Equivalent total lecture 30 7.5

Total Equivalent lecture hours 37.5

Credit Value 2.5

Tutorial =3Contact hours(1hours in every month)

Main References: Planning & Design of

Airports,Fifth Edition

Robert Horonjeff, Francis X. McKelvey, William J.

Sproule,Seth B. Young


1. Unit Name: Engineering Hydrology

2. Code: CE-42026


4. Credit Value: 2.5



6. Pre-requisite (if any ): None



Tutorial 20%


Total 100%



The objective of this subject is to provide the theoretical knowledge of hydrological

processes.



(i) Illustrate hydrologic cycle through identifying individual and interaction of

hydrological processes;

(j) Analyses of hydrological records;

(k) Recognize and compare rainfall-runoff mechanism, runoff routing methods and

quantitative hydraulic measurements;

(l) Illustrate unit hydrograph and formulate mathematical modeling approaches of

hydrological system


The unit is intended to apply the simulation of rivers, hydropower, reservoir, flood and

drought in hydrological fields.

Hydrologic cycle, Hydrology in engineering, Precipitation measurement, Estimation of

missing data, Double- mass analysis, Mean precipitation over an area, Infiltration

indexes, Evaporation, Evapotranspiration, Basic concepts of water requirement for

crops, empirical methods for consumptive use, Stream flow, Storage-discharge

relationship, Rainfall- runoff correlation, Flow-duration curve, Flow mass curve,

Cumulative of storage volume, Reservoir operation, Hydrograph, Unit hydrograph,

Application of Unit hydrograph, Flood estimation, Rational method, Flood-frequency

method, Low-flow frequency analysis, Ground water, Well hydraulic, Safe yield, Flood

routing-hydrologic storage and channel routing.


Topic Contact Hours

Lecture Tutorial

Introduction to Hydrological Science

Topic 1: Introduction to Hydrological Cycle

Water budget at local perspective

Quantitative analysis (description, measurement, and

analysis of data) of major hydrological

elements/events

Precipitation/rainfall, evaporation/ evapotranspiration,

infiltration, interflow, overland flow, groundwater

flows, rainfall induces runoff and its generating

mechanism.

6 2

Topic 2: Analyze or hydrological records

Analyze of hydrological data base, i.e. rainfall, stream

flow etc

Rainfall, storm, evaporation, flood and drought flow

extreme analysis

8 4

Topic 3:Recognize and compare rainfall-runoff mechanism,

runoff routing methods and quantitative

hydraulic measurements

Compute of rainfall, surface runoff, stream flow and

storage volume by Rainfall- runoff correlation,

Flow mass curve, Cumulative of storage volume

8 4

Topic 4: Illustrate unit hydrograph and formulate

mathematical modeling approaches of

hydrological system

Compute unit hydrograph duration by using

superposition method, S-hydrograph method and

calculate groundwater. Compute flood routing by

hydrologic routing method.

8 4

Total hours 30 14

Equivalent Total Lecture Hours 30 7

Total Equivalent Lecture Hours 37

Credit value 2.5

Tutorial = one hour in one month

Main Reference:

7. Engineering Hydrology, Principles and Practices, Victor

Miguel Ponce

8. Engineering Hydrology (Third Edition), by K

Subramanya




fourth year (first semester) · (b) draw influence line for statically determinate structure (c)...

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