Monday

Climatic Responsive Passive Techniques in Buildings

The energy-conscious traditional way of life and architecture evolved out of the great timeless orientation philosophies, and hence, it was immutably appropriate to the very essence of life-based on human knowledge, wisdom, and vision of nature-man interaction. Thus, architecture in its nature-based manifestations, and appropriateness, integrated into the life, has been most assiduously cultivated in India through ages. The energy-conscious architectural heritage, thus, reached its pinnacle of perfection due to the sound principles embedded in man -nature spiritual and moral values and honest dedication to the spatiotemporal creations. The ever alarming cost of energy in buildings enforces a statuary demand for energy conservation passive design techniques in buildings. Modern buildings reveal inadequate thermal performance and require mechanical devices to bring thermal comfort.

Keywords: Energy conservation measures; Passive techniques; Evaporative cooling.

INTRODUCTION:
The idea of using solar energy to heat and cool our buildings is not new. For centuries man has made use of the sun’s energy. In early days the sun was used to temper the indoor climates. The earth’s climate is dependent on solar energy. Earlier, the man was aware of the advantages of finding a cave or placing wall openings in the direction of the sun’s path to capture its warmth during winter days and the unique ability of certain materials to retain sun’s warmth and release it later after the sun had set. Therefore, the designs, materials, and orientation that exploited the natural energy flows around the inhabitants were chosen. Basic form and material were carefully refined to introduce solar heat or to keep out the sun as per requirement.
Man continually explored new avenues of harnessing solar energy for the service of mankind. It is only during recent times that these essential principles of design set forth in the rich heritage of ancient architecture have been neglected. Despite the increased sophistication and reliability of solar powered devices, none of the early applications of solar energy survived competition with the emerging use of cheaper fossil fuels. Although solar energy was free and readily available, the capital investment was very high.
In recent years, interest in making use of energy from the sun has accelerated enormously. This problem is: how to convert the energy at reasonable cost into a reliable usable form for heating and cooling of buildings.

NEED FOR PASSIVE DESIGN
EAST ASIA has different climatic conditions ranging from extremely hot conditions to severely cold conditions. Energy availability is scarce and people have to protect themselves from these extremities of the climate in a natural way. Traditional architecture exhibits a variety of building design suited to the respective climatic conditions. The month wise climatic data available for 233 stations spread over the whole country has been analyzed by the CBRI, Roorkee. The various climatic zones thus determined have been delineated on the map of the country. The various stations have been categorized under one or the other climatic zone if their climate confirmed for six or more months, otherwise, it is placed under the ‘composite’ zone.

PASSIVE TECHNIQUES AND FEATURES
The first step to achieving passive cooling in a building is to reduce unnecessary thermal loads that might enter it. Usually, there are two types of thermal loads
(1)               Exterior loads due to the climate.
(2)               Internal loads due to people, appliances, cooking, bathing, lights etc.
Proper zoning of different components and local ventilation of major heat sources can reduce the overall impact of internally generated heat loads. Summarizes the basic cooling strategies that can be considered in building design.
Depending on the weather, the thermal load enters into a building in three major ways:
(1)        Penetration of direct beam sunlight.
(2)        Conduction of heat through walls, roofs etc.
(3)        Infiltration of outside air.
Any building design for warm climatic conditions would attempt to exclude any of the above major heat loads arising due to the prevailing ambient temperature and the intensity of solar radiation. Figure 1 shows the passive techniques in practice.
HEAT GAIN PREVENTION TECHNIQUES Reduction of Solar and Convective Heat Import
The interaction of solar radiation by the building is the source of maximum heat gain inside the building space. The natural way to cool a building, therefore, is to minimize the incident solar radiation, proper orientation of the building, adequate layout with respect to the neighboring buildings and by using proper shading devices to help control the incident solar radiation on a building effectively. Good shading strategies help to save 10%- 20% of energy for cooling. Properly designed roof overhangs can provide adequate sun protection, especially for south-facing surfaces. Vertical shading devices such as trees, trellises, trellised vines, shutters, shading screens awnings, and exterior roll blinds are also effective. These options are recommended for east-facing and west-facing windows and walls.
If ambient temperatures are higher than the room temperature, heat enters the building by convection due to undesirable ventilation, which needs to be reduced to the minimum possible level. Adequate wind shelter and sealing of windows reduces the air infiltration and this requires proper planning and landscaping. Figure 2 shows some of the heat gain prevention techniques.
Orientation of Building

Maximum solar radiation is interrupted by the roof (horizontal surface) followed by the east and west walls and then the north wall during the summer period, when the south oriented wall receives minimum radiation. It is therefore desirable that the building is oriented with the longest walls facing north and south so that only short walls face east and west. Thus only the smallest wall areas are exposed to intense morning and evening sun.
Shading by Neighboring Buildings
The buildings in a cluster can be spaced such that they shade each other mutually. The amount and effectiveness of the shading, however, depends on the type of building clusters. Martin and March (1972) have classified building clusters into three basic types, i.e., pavilions, streets, and courts. Pavilions are isolated buildings, single or in clusters, surrounded by large open spaces. Street, long building blocks arranged in parallel rows, separated by actual streets in open spaces and courts are defined as open spaces surrounded by buildings on all sides.
Shading by Vegetation
Shading by trees and vegetation is a very effective method of cooling the ambient hot air and protecting the building from solar radiation. The solar radiation absorbed by the leaves is mainly utilized for photosynthesis and evaporative heat losses. A part of the solar radiation is stored as heat by the fluids in the plants or trees.
The best place to plant shady trees is to be decided by observing which windows admit the most sunshine during peak hours in a single day in the hottest months. Usually east and west oriented windows and walls receive about 50% more sunshine than the north and south oriented windows/walls. Trees should be planted at positions determined by lines from the centers of the windows on the west or east walls toward the position of the sun at the designated hour and date. On the south side, only deciduous trees should be planted.
Shading by Overhangs, Louvers and Textured Facade
The devices which provide shading to an opening can be classified into three types:
(I)         movable opaque, e.g., roller blind, curtain etc. can be highly effective in reducing solar gains but eliminates view and impedes air movement;
(ii)        Louvers which may be adjustable or fixed affect view and air movement to some degree and provide security; and
(iii)       Fixed overhangs: easy to attain on single-story buildings with an overhanging roof. Also gives rain protection to walls and openings and has little or no effect on view and air movement.
Maximum solar radiation in summer is incident on the roof. It is, therefore, advisable to protect the roof from the sun as far as possible.
Shelter against Hot Winds
Hot winds during summer in hot and dry climatic conditions are a source of large convective heat gain and a source of extreme thermal discomfort.
Wind shelter for a building can be provided by taking advantage of the existing topography, such as an elevated landmass or by creating wind barriers in the form of trees, shrubs, fences or walls. Usually, an opaque barrier creates a turbulent flow of wind and one has to avoid the accumulation of heat from the sun-irradiated surfaces between the barrier and the surface.
ROOFING         TECHNIQUES
A building can cope up with seasonal weather changes by tuning itself to the heat sources or heat sinks with which it is coupled. The heat sources should be at temperatures higher than the temperatures inside the building, whereas the heat sink must be at a lower temperature. Usual heat sources are sun or the earth, while the heat sinks are the ambient air, radiant sky and the earth. Figure 3 shows the traditional and modern roofing techniques.
Shading of Roof and Walls
Surface shading can be provided as an integral part of the building element or by the use of a separate cover. Highly textured walls have portions of their surfaces in the shade. The radiation absorbing area of such a textured surface is less than its radiation emitting area and therefore it will be cooler than a flat surface. The increased surface area will also result in an increased coefficient of convective heat transfer, which will permit the building to cool down faster at night when the ambient temperature is lower than the building temperature.
An alternative method is to provide a cover of deciduous plants or creepers. Because of the evaporation from the leaf surfaces, the temperature of such a cover will be lower than the daytime air temperature and at night it may even be lower than the sky temperature.
In addition to shading, this arrangement provides an increased surface area for radiative emission, and an insulating cover of still air over the roof which impedes heat flow into the building, while still permitting upward heat flow at night. Although the system of earthen pots is thermally efficient, the method suffers from practical difficulties because the roof is rendered unusable and its maintenance is difficult.
An effective roof-shading device is a removable canvas cover. This can be mounted close to the roof in the daytime and at night it can be rolled up to permit radiative cooling. The upper surface of the canvas should be painted white to minimize the amount of absorbed radiation by the canvas and the consequent conductive heat gain through it.
Reflecting Surfaces
If the external surfaces of the building are painted with such colors that reflect solar radiation (in order to have minimum absorption), but the emission in the longwave region is high, then the heat flux transmitted into the building is reduced considerably.
Building Surface Cooling
Cooling of building surfaces by evaporation of water provides a heat sink for the room air for dissipation of heat. Maintenance of water film over the surface of building element especially the roof brings down its temperature below the wet -bulb temperature of the ambient air even in the presence of solar radiation thus making the roof surface to act as a means of heat transmission from inside the building to the ambient air without increasing the humidity of the room air.
Roof surface evaporative cooling consists of maintaining a uniform thin film of water on the roof terraces of buildings. This causes the roof temperature to achieve a much lower value than the other elements. The roof evaporation process can be very effective in hot and dry and also in warm and humid climate zones because of the incident solar radiation. The effect of roof surface cooling depends on the type of construction.

Roof Ponds
Water stored on the roof acts as a heat source and heat sink both during winter and summer climatic conditions. The thermal resistance of the roof in this system is kept very small. In summer during the day, the reflecting insulation keeps the solar heat away from water, which keeps receiving heat through the roof from the space below it thereby cooling it. In the night, the insulation is removed and water, despite cooling the living space below, gets cooler on account of heat losses by evaporation, convection, and radiation. Thus, the water regains its capacity to cool the living space. In winter, the insulation is removed during the day. Water and black surface of the roof absorb solar radiation; the living space continues to receive heat through the roof. During night water is covered with insulation to reduce heat losses.
VENTILATION TECHNIQUES Windows
Windows play a dominant role in inducing indoor ventilation due to wind forces. Various parameters that affect ventilation are
o          climate;
o          wind direction;
o          area of fenestration/location;
o          size of inlet and outlet openings;
o          the volume of the room;
o          shading devices;
o          wire meshes/screens; and
o          internal partitions

As in wind, two forces govern ventilation inside the building:
(i)                 Air moves from high-pressure zone to a low-pressure zone if openings are made on the walls of the respective zones in a building.
(ii)  If the inlet and outlet are placed at different heights, air flows from the inlet to the outlet due to the density difference created by the upward movement of warm air.
In order to attain sensible air movement, it is essential to provide cross-ventilation. Single-sided ventilation allows air movement to a very shallow depth of the building. An alternative is to provide an exhaust for the air via a ridge terminal or chimney or an underfloor supply of air to rooms on the leeward side of the building.

LIMITATION    OF        WINDOW        VENTILATION
It may not always be possible to locate the openings in the windward direction due to reasons like site restriction, solar radiation, privacy etc. To some extent, the limitations can be overcome by designing suitable wind deflectors.

Wind Tower
Principle

The hot ambient air enters the tower through the openings in the tower and is cooled when it comes in contact with the cool tower and thus becomes heavier and sinks down. When an inlet is provided to the rooms with an outlet on the other side there is a draft of cool air. After a whole day of heat exchange, the wind tower becomes warm in the evening
During the night the reverse happens, i.e., the cooler ambient air comes in contact with the bottom of the tower through the rooms; it gets heated up by the warm surface of wind tower and begins to rise due to buoyancy, and thus an air flow is maintained in the reverse direction.

Application
This system can work very effectively in hot and dry types of climate, where daily variations in temperatures are high with high temperature during daytime and low temperature during night time. As a result of clear sky conditions during the night, radiative losses are high. The openings of the wind tower are provided in the direction of the wind, and outlets on the leeward side take advantage of the pressure difference created by wind speed and direction. Normally, the outlets have thrice the area of the inlet for better efficiency. The inlet should be properly designed for uniform distribution.

Solar Chimney
A solar chimney utilizes the stack effect, as already described, but here the air is deliberately heated by solar radiation in order to create an exhaust effect. One should distinguish between the stack effect ventilation due to the building itself, and that due to a solar chimney. In the former case, one tries to keep the increment in the building temperature as small as possible (ventilation is being used for cooling) and hence the stack effect is weak. In the case of a solar chimney, there is no limit to the temperature increment within the chimney, since it is isolated from the used spaces. The chimney can, therefore, be designed to maximize solar gains and ventilation effects. The parameters affecting the ventilation rates are

o          height between inlet and outlet;
o          the cross-sectional area of the inlet and the outlet;
o          geometrical construction of the solar absorbing plate; and
o          inclination angle.

The use of solar chimneys is advisable for regions where very low wind speeds exist.

Courtyard Effect
Due to the incident solar radiation in the courtyard, the air in the courtyard becomes warmer and rises up. To replace it, cool air from the ground level flows through the louvered openings of the room, thus producing the air flow. During the night the process is reversed. As the warm roof surface gets cooled by convection and radiation, a stage is reached when it's surface temperature equals the dry bulb temperature of the ambient air. If the roof surfaces are sloped towards an internal courtyard, the cooled air sinks into the court and enters the living space through the low-level openings and leaves through higher level openings.

This concept can very well be applied in a warm and humid climate. It is necessary to ensure that the courtyard gets adequate radiation to produce a draft through the interior. Airflow inside the room can be maintained by a dual courtyard concept, where one courtyard is kept cool by shady trees/ vegetation and another courtyard to the sun.

Air Vent
A typical vent is a hole cut in the apex of a domed or cylindrical roof. Openings in the protective cap over the vent direct wind across it. When air flows over a curved surface, its velocity increases resulting in lowering of the pressure at the apex of the curved roof, thereby, inducing the hot air under the roof to flow out through the vent. In this way, air is kept circulating through the room under the roof. Air vents are usually placed over living rooms, often with a pool of water directly under the vent to cool the air, which is moving up to the vent, by evaporation.

Air vents are employed in areas where dusty winds make wind towers impractical. It works well both in hot and dry zones and warm and humid zones, unlike a wind tower which works only in hot and dry zones. It is most suited for single units which are just above frequently used liveable space.

COOLING TECHNIQUES Sensible and Evaporative Cooling
The heat loss from the air (on account of sensible cooling) results in a decreased air temperature, but no change in the water-vapor content of the air. Air in the upper part of a wind tower is sensibly cooled. When water is introduced into a system, evaporative cooling occurs. Such cooling involves a change in both the water-vapor content and the temperature of the air. When unsaturated air comes in contact with water, some water is evaporated, thus lowering the temperature of the air and increasing its water-vapor content. A wind-tower system that cools air evaporates as well as sensibly is particularly effective. Figure 5 shows a few of the commonly adopted cooling techniques.

Air Cooling by Tunnels
Temperature deep inside the earth remains nearly constant. Daily temperature variations hardly affect the earth’s temperature at a depth of more than one meter, while the seasonal variations of the ambient temperature are strongly dampened by the earth. The earth’s temperature up to a depth of 6 m to 8 m is influenced by the annual ambient temperature variations with a time delay of several months. It is seen that in Delhi the earth’s temperature at a depth of about 4 m is nearly constant at a level of about 23°C throughout the year. A tunnel in the form of pipes or otherwise will acquire the same temperature at its surface causing the ambient air ventilated through this tunnel to get cooled.

Earth Cooling
Because of the thermal storage capacity of the earth, the daily and even the annual temperature fluctuation keeps on decreasing with increasing depth below the ground surface. At a depth of 15 m, the earth has a constant temperature of 10°C. The level of the water table plays an important role here. In summer and particularly during the day, the ground temperature is much lower than the ambient air temperature. If a part of the building is earth-bermed, the building loses heat to the earth particularly, if the insulation levels are low. The most ancient dwellings were often dug into the ground or covered with earth. Pit houses of North American Indians, Eskimo houses with sturdy timber roofs for supporting the earth and a deep covering of snow in winter, and the early Scandinavian farms are few examples of this principle.
Earth Tunnel Cooling
Benefits of ground temperature stabilization for habitable rooms, food, and wine stores have been known since prehistoric times. There are many examples of underground vernacular buildings. The building may be coupled with the earth either by conduction, i.e., where the building envelope is in contact with the deep earth by burying or berming. A third medium by which the earth could be coupled with the building is the earth air tunnel, where ventilation supply air is drawn into the building via insulated ducts buried deep into the earth.

Cooling and Heating Techniques using Thermal Mass Thermal Storage
Thermal capacity effects in the materials result in time delay as well as damping of the parameters in the environment. As a result temperature differences exist between the materials and the environment around them and this effect can be utilized for space cooling.

Building Elements
All building elements such as walls, roof, and floor can be used for thermal storage. Creating a flow of fluid through the storage media can increase the efficiency of thermal storage. Additional thermal storage can be created by the construction of rock bed storage.

Conventional Walls and Ceilings
Thermal storage efficiency of a building element depends on the heat storage capacity of various material layers of the building element, the order in which these layers are arranged and also on the fact whether the material is in the steady state or in the transient state. For example, a hanging acoustic ceiling of mineral wool below the roof acts as a lightweight building element for the thermal steady state conditions. During the transient state, however, the concrete room acts as a thermal storage system with an appreciable time delay. A larger thermal storage capacity, in any case, leads to smoothening of the room temperature fluctuation and delays room temperature changes. The thermal performance of a building during the summertime is positively influenced by external as well as internal building elements.

Building Elements with Air Flow
The heat storage capacity of building elements can be increased by having some tubes in the massive ceiling and cooling it during the night by forcing air flow.

The Vary Therm Wall
Controlling the air movement in magnitude and direction gives rise to wall components with varying thermal resistance. Such a system can be used for mild winter heating and summer cooling for mixed climate as in Delhi. The external wall components are made of light material like aluminum or wood, while the internal component is made of the brick (or concrete) wall. The flow of air is controlled into the room or to the ambient by providing proper vents in the interior wall. During the summer daytime, the wall provides effective air insulation and during the night the cool ambient air comes in contact with the warm brick wall and gets heated establishing a natural flow of air. This air movement helps in quick removal of the heat flux. During winter, the vents are opened during the day into the room for supplying warm air and all vents are kept closed during the night time, thus providing air insulation which minimizes heat losses to the ambient. Vary therm wall deriving its name from the variable resistance can be operated in three modes:

(I)         No flow of air in the gap thus effectively reducing the system to an air gap within the wall;
(ii)        The continuous flow of air into the room or to the atmosphere maintained by natural or forced convection; and
(iii)       No air flow during the day or night and creating an airflow by opening the vents during night or daytime depending on the weather conditions.

CONCLUSION

The concept of ‘Thermal mass’ in buildings was used by ancestors. Today it is thought of as a means of conserving energy. The foregoing description of vernacular architecture if examined for recurrent forms, materials or life patterns may lead to newer ideas.

Surface Hardening of Steels

SURFACE HARDENING, a process that includes a wide variety of techniques (Table 1), is used to improve the wear resistance of parts without affecting the softer, tough interior of the part. This combination of hard surface and resistance to breakage upon impact is useful in parts such as a cam or ring gear, bearings or shafts, turbine applications, and automotive components that must have a very hard surface to resist wear, along with a tough interior to resist the impact that occurs during operation.

Most surface treatments result in compressive residual stresses at the surface that reduce the probability of crack initiation and help arrest crack propagation at the case-core interface. Further, the surface hardening of steel can have an advantage over through hardening because less expensive low-carbon and medium-carbon steels can be surface hardened with minimal problems of distortion and cracking associated with the through hardening of thick sections.

There are two distinctly different approaches to the various methods for surface hardening (Table 1):


Table 1 Engineering methods for surface hardening of steels


Layer additions

Hardfacing:

¡       Fusion hardfacing (welded overlay)

¡       Thermal spray (nonfusion-bonded overlay)

Coatings:

¡       Electrochemical plating

¡       Chemical vapor deposition (electroless plating)

¡       Thin films (physical vapor deposition, sputtering, ion plating)

¡       Ion mixing

Substrate treatment diffusion methods: 
¡       Carburizing

¡       Nitriding

¡       Carbonitriding

¡       Nitrocarburizing

¡       Boriding

¡       Titanium-carbon diffusion

¡       Toyota diffusion process

Selective-hardening methods:

¡       Flame Hardening

¡       Induction Hardening

¡       Laser Hardening

¡       Electron beam hardening

¡       Ion implantation

¡       Selective carburizing and nitriding

¡       Use of arc lamps


Methods that involve an intentional buildup or addition of a new layer
Methods that involve surface and subsurface modification without any intentional buildup or increase in part dimensions.The first group of surface-hardening methods includes the use of thin films, coatings, or weld overlays (hardfacings). Films, coatings, and overlays generally become less cost-effective as production quantities increase, especially when the entire surface of workpieces must be hardened. The fatigue performance of films, coatings, and overlays may also be a limiting factor, depending on the bond strength between the substrate and the added layer.
Fusion-welded overlays have strong bonds, but the primary surface-hardened steels used in wear applications with fatigue loads include heavy case-hardened steels and flame- or induction-hardened steels. Nonetheless, coatings and overlays can be effective in some applications. With tool steels, for example, TiN and Al2O3 coatings are effective not only because of their hardness but also because their chemical inert-ness reduces crater wear and the welding of chips to the tool. Some overlays can impart corrosion-resistant properties. Overlays can be effective when the selective hardening of large areas is required.
This introductory article on surface hardening focuses exclusively on the second group of methods, which is further divided into diffusion methods and selective-hardening methods (Table 1). Diffusion methods modify the chemical composition of the surface with hardening species such as carbon, nitrogen, or boron. Diffusion methods may allow effective hardening of the entire surface of a part and are generally used when a large number of parts are to be surface hardened.

In contrast, selective surface-hardening methods allow localized hardening. Selective hardening generally involves transformation hardening (from heating and quenching), but some selective-hardening methods (selective nitrating, ion implantation, and ion beam mixing) are based solely on compositional modification. Factors affecting the choice of these surface-hardening methods are discussed in the section “Process Selection” in this article.

-------------------------------------------------------------------------------------------------------------------------


-------------------------------------------------------------------------------------------------------------------------

GUEST POST:
Revised by Michael J. Schneider, The Timken Company, and Madhu S. Chatterjee, Bodycote.

Sunday

PEC (Pakistan Engineering Council) In Depth Curriculum for Engineering Practice

PART-III (DEPTH)

This part aims to assess the depth of Civil Engineering and allied disciplines including Civil, Transportation, Urban, Environmental, and Building & Architectural Engineering. The examination of this part would comprise 40 multiple choice questions for the 3-hours duration. Each candidate can attempt the only opted area of practice, among the followings.

1.    STRUCTURES

i.      Advanced Methods of Structural Analysis

·         Stiffness matrix method
·         Flexibility matrix method
·         Finite element method

ii.     Steel Structures

·         Fundamentals of structural design

·         Specifications and codes of practice of ASD (Alternate Stress Design) and LRFD (Load and Resistance Factor Design) methods

·         Fabrication and erection methods of steel structures, hot rolled, cold formed and built up sections

·         LRFD Method: Factor Of Safety (FOS), loads and load combination, concept of load and resistance factors, plastic design and limits on design, analysis and design of tension members, calculation of net area, analysis and design of columns, lacing and slay plates, Euler's buckling load in columns, design concept and methodologies for various structural members

iii. Reinforced Concrete

·         Design: design philosophy, design codes, design loads (i.e. dead load, live load, construction loads, wind loads, earthquake load, moving loads, snow loads, impact loads, load combinations), factor of safety and load factors

·         Working stress method: serviceability criteria and checks for deflection, crack width and crack spacing

·         Ultimate strength method: design of prismatic and non-prismatic sections in flexure, compatibility based analysis of sections and code requirements for flexure

·         Slabs: types of slabs, design for flexure of one-way and two-way solid and ribbed slabs

·         Shear and Tension: shear stress in reinforced concrete sections, design for diagonal tension

·         Bond, Anchorage & Development Length: design and detailing for bond, anchorage, development length, laps and splices

·         Columns: analysis of sections in pure compression, design of short columns under pure compression and with eccentric loading, slender columns

·         Footing and Foundation: types of footing, design of square, rectangular and combined footing, design of eccentric, strap, strip and raft footings, piles and pile caps, bridge piers

·         Stairs: analysis and design of various types of stairs and staircases
·         Design of shear and retaining walls

·         Prestressed Concrete: prestressing principles & design philosophy, analysis, and design of simply supported prestressed beams for flexure and shear

·         Concept and design procedure for earthquake resistant structural members.

Suggested Books

·         Hassoun, M. N. “Design of Reinforced Concrete Structures”, PWS Engineering, 1985.

·         Nilson A.H., “Design of Reinforced concrete structures”, John Wiley and Sons.1987.

·         Nilson A.H., “Design of Prestressed concrete” 2nd Ed, John Wiley and Sons.1987.
·         Lothers, J.E. “Steel Structures”, National Book Foundation, 1972.

2.    TRANSPORTATION

i.      Modes of transportation and their comparison, transportation planning process, inter-modal transportation.

ii.     Railways Engineering

·         Track alignment and surveys
·         Geometric design of railway track

·         Modern methods for construction of tracks, maintenance, tools, and organization
·         Sleeper density, spacing, and stiffness of track
·         Welding of rails
·         Formation failures with remedial measures
·         Creep and wear of rail
·         Points and crossings various layouts
·         Cross drainage work: types, monitoring, and maintenance

·         Signaling and interlocking.

iii.    Airport Engineering

·         Types and layouts of airport terminal buildings

·         Types of runways: capacities and exits
·         Types of aprons
·         Design and evaluation of flexible and rigid pavements for airfields.

iv.   Highways and Traffic Engineering

·         Types, capacity, and level of service of highways

·         Motorways and expressways: definition, points of difference, typical cross-section with measurements

·         Types, analysis, and design of intersections
·         Pedestrian facilities
·         Highway failures: evaluation and rehabilitation
·         Pavement design: empirical and mechanistic approaches
·         Human, vehicular and traffic characteristics
·         Traffic volume/time delay studies
·         Speed zoning and restriction
·         Types of parking facilities and design of car park

·         Types and functions of traffic control devices, traffic signs, markings, traffic signal design

·         Traffic accident and their patterns, analysis, and remedial safety measures
·         Traffic Impact Assessment Technique.

Suggested Books:

·         Jason C., Yui, “Transportation Engineering Introduction to Planning, Design, and Operations”, Elsevier, Latest Edition. Horon Jeff, R. Planning, and Design of Airports, McGraw Hill, Latest Edition. Gregory P. Tsinker, Port Engineering Planning Construction Maintenance, and Security, John Wiley, 2004.

·         Paul H. Wright McGraw Hill “Highway Engineering”, Latest Edition.

·         Dr. L. R. Kadyali, Dr. N. B. Lal Khanna “Principles and Practices of Highway Engineering” (including Expressway and Airport Engineering)

·         B. L. Gupta, Amit Gupta.”Roads, Railways, Bridges, Tunnels and Harbor-Dock Engineering”

·         Croney D. “Design and performance of road pavements” 3rd Ed. ISBN: 978-0070144514

3.     GEOTECHNICAL

i.      Subsurface Exploration

·         Drilling and sampling procedures: methods and comparison of drilling methods, split spoon sampler, Shelby, pitcher, Denison and pistons, coring of rocks

·         Field tests: In-situ Density Test, Standard Penetration Test (SPT), Cone Penetration Test

·         Boring log interpretation.

ii.    Compaction

·         Proctor tests/ relative density tests
·         Factors affecting compaction
·         Field compaction equipment
·         Site control procedure using sand cone/ core cutter methods.

iii.   Classification of Soil

·         Particle size distribution, uniformity coefficient, coefficient of curvature
·         Atterberg limits
·         Soil correlation and phase relations
·         Unified classification system
·         AASHTO classification system.

iv.   Permeability

·         Darcy’s Law
·         Hydraulic conductivity
·         Flow nets, calculation of seepage, critical hydraulic gradient
·         Capillarity in soils
·         Well analysis (steady flow only).

v.    Stresses in Soil Mass

·         Principle of effective stress
·         Stresses in soils
·         Vertical stress increase due to various types of loadings.

vi.   Consolidation

·         Odometer test, void ratio, log pressure plots, normally consolidated & overconsolidated soils

·         Settlement and consolidation
·         Pre-compression of ground
·         Sand drains.

vii.  Shear Strength of Soil

·         Mohr-Coulomb failure criteria
·         Laboratory determination of shear strength parameters.

viii.  Lateral Earth Pressure and Earth Retaining Structures

·         Active, passive and at rest earth pressure
·    Rankine and       Coulomb earth pressure theories
·         Gravity and cantilever walls
·         Braced cuts.

ix.   Slope Stability

·         Finite and infinite slopes
·         Pseudo-static analysis

x.    Shallow Foundations

·         Tolerable, total and differential settlement
·         Angular distortion
·         Plate load tests.

xi.   Deep Foundation

·         Estimation of pile capacity (single pile and pile groups)
·         Pile load tests
·         Pile construction.

xii.  Earthquake Engineering

·         Seismic zoning of Pakistan
·         Dynamic soil parameters
·         Liquefaction.

xiii.  Embankment Dams

·         Types and components of earth dams
·         Design considerations
·         Stability and seepage analysis.

xiv.Soil Improvement Techniques, Dewatering Methods, Sheet piles:

Suggested Books:

·         Das, B.M., “Principles of Geotechnical Engineering”, 4th edition, PWS Publishing Company, 1998.

·         Craig, R.F, “Soil Mechanics”, Van Nostrand Reinhold (UK) Co. Ltd.1983.

·         Bowles, J.E., “Foundation Analysis and Design”, McGraw Hill Publishing Company, 1988.

·    Karl Terzaghi, Ralph Brazelton Peck, Gholamreza Mesri “Soil Mechanics in Engineering Practice” John Wiley and Sons, 1996.

4.     CONSTRUCTION MANAGEMENT

i.      Quality Control

·         Cost and values of quality
·         company structure policies and objectives
·         engineering designs and specifications
·         communications reporting and data processing
·         Control of non-compliances
·         Contractor relations, client relations
·         Measurement of quality and quality documentation
·         Concrete maturity & early strength evaluation
·         Quality measurement, improvement, and auditing

ii.    Construction Methodologies

·         Construction methodologies pertaining to in situ and pre-cast construction

·         Dewatering and pumping

·         Mechanized construction techniques: lifting & rigging, crane selection, erection & stability

·         Earthwork construction & layout: site layout and control, excavation and embankment (cut & fill), borrow pit volumes, temporary erosion control

·         Temporary structures: construction loads, formwork, falsework, scaffolding, shoring, and restoring.

iii.   Estimating Quantities & Cost

·         Cost estimating

·         Engineering economics.

iv.   Project Management / Scheduling

·         Construction sequencing
·         Activity time-analysis
·         Resource scheduling
·         Time-cost trade-off.

v.    Contracts and Tendering

·         Types and conditions of contracts

·         Contract administration during construction: variation orders, extension of time, engineering decisions, dispute resolution

·         Tendering process and evaluation.

Suggested Books:

·         R. L. Peurifoy, W. B. Ledbetter, C. J. Schexnayder, Cliff J. Schexnayder, “Construction Planning, Equipment and Methods”, By McGraw-Hill Inc Ltd.1996.

·    Project Management Institute, A Guide to the Project Management Body of Knowledge (PMBOK® Guide) - Fourth Edition, Published by Project Management Institute, weblink: A Guide to the Project Management Body of Knowledge (PMBOK® Guide) - Fourth Edition, 2008.

·         Construction Planning for Engineers By F. H. Griffis, John V. Farr, M. D. Morris, Fletcher Griffis, John Farr, McGraw-Hill Science/Engineering/Math (1999), ISBN-10: 0073033278.

·    PEC Standard Bidding/Contract Documents, (weblink: http://www.pec.org.pk/downloads.aspx, www.picc.org.pk).

5.    WATER RESOURCES

i.      Hydraulics and Irrigation

·         Steady flow in open channels: specific energy and critical depth, classification of water surface profiles, design of hydraulic jump and its practical applications, flow over humps and through contractions

·         Unsteady flow: discharge through orifices, weirs under varying heads, unsteady flow through pipes, water hammer, instantaneous and slow closure of valves, design of surge chambers

·         Dams and Water Power Engineering: types of storage dams, site selection for reservoirs, forces on dams, design of gravity dams, selection of waterpower sites, components and layout of waterpower schemes

·         Hydraulic modeling: types of models, similitude in physical model testing, model techniques, analysis and scale effects

·         Irrigation: methods of irrigation (surface, drip, and sprinkler), design of lined and unlined channels, sediment transport in channels, types of lining, maintenance of canals, estimation of water requirement for crops

·         Irrigation works: function and design of canal head regulators, meter flumes, outlets and cross drainage works, design of weirs and barrages

·         Waterlogging, salinity, land reclamation techniques and drainage system design.

ii.     Hydrology and Water Resources

·         Precipitation: types and measurement of precipitation, factors necessary for the formation of precipitation, Interpretation of precipitation data
·         Evaporation   and   infiltration:   factors   affecting   evaporation   and

evapotranspiration, measurement of evaporation and evapotranspiration, factors affecting interception and infiltration, measurement of interception and infiltration
·         Streamflow and surface runoff: water stage and its measurement, Selection of site for stage record, selection of control and metering section, methods of measurement of stream flow, telemetry and SCADA, interpretation of streamflow data, flood, frequency and duration analysis, flood routing, factors affecting runoff, estimating the volume of storm runoff, characteristics of hydrographs, components of a hydrographs, hydrograph separation, factors affecting hydrograph shape, derivation and application of unit hydrograph

·         Groundwater: groundwater sources, discharge, assessment and formations/aquifers, types of wells and design.

Suggested Books:

·         Finnemore, E.J & Franzini, J.B., “Fluid Mechanics with Engineering Application” 10th Edition, McGraw Hill Book Co. Singapore.

·         Chow, V.T. “Open Channel Hydraulics” Mc. Graw-Hill International Book Company

·         Punmia, B.C., Pande, B. B.Lal, “Irrigation and Water Power Engineering”, Standard Publisher Distributors, Delhi, 1984.

·         Iqbal Ali. “Irrigation and Hydraulic Structures: Theory, Design and Practice”, Publisher, Institute of Environmental Engineering & Research, NED University of Engineering &Technology, Karachi

·         Awan, N.M. 1981. “Surface Water Hydrology”, National Book Foundation, Islamabad.

·         Linsely, R.K., Kohler, “Hydrology for Engineers”, SI. Edition, McGraw Hill, 1996.

·         Driscoll, F.G. “Groundwater and Wells”, Johnson Division, USA, 1987.

6.     ENVIRONMENTAL ENGINEERING

i.      Public Health Engineering

·         Water Supply and Sewerage System Design

·         Water Quality: physical, chemical, and biological characteristics of water, water-borne diseases and their control, water quality guidelines/standards, water quality monitoring

·         Water Treatment and Design: screening, plain sedimentation, sedimentation aided with coagulation and flocculation, filtration, disinfection, water softening, removal of colors, odors and tastes from waters, removal of iron and manganese from water, fluoridation and de-fluoridation of water, desalination of brackish water

·         Waste Water Treatment and Design: estimation of sewage quantities, characteristics of sewage, effluent disposal guidelines and standards, types of reactors, unit operations and processes, physical, chemical and biological treatment processes, biological nitrification and de-

nitrification, advance treatment (e.g. phosphorous removal, wetland treatment), sludge treatment (anaerobic) and disposal, re-use of sewage, environmental legislation and regulations.

ii.     Environmental Engineering

·         Solid Waste Management and Design: types and characteristics of solid waste, sources, and quantities of solid waste, collection, disposal, and recycling of solid waste

·         Environmental Impact Assessment (EIA): Definitions of EIA, IEE, EIS, methods, techniques, and procedures of EIA, format for the organization of EIA report, legislative and regulatory considerations
·         Environmental Legislation and Regulations

·         Noise and Air Pollution: noise pollution (sources, causes and control, noise quality standards in Pakistan, test procédures), air pollution(sources, causes and control, air pollution and human health, air quality standards, legislation and regulation in Pakistan, elementary study of dispersion models, haze, fog, smog).


Suggested Books:

·         Terence J McGhee, “Water Supply and Sewerage”, 6th Ed, McGraw Hill, ISBN: 0070609381

·         Metcalf and Eddy, “Waste Water Engineering”, 3rd Ed, McGraw Hill

·         Mackenzie L. Davis, David A. Cornwell, “Introduction to Environmental Engineering”, 4th Ed. McGraw Hill, 2000.
·         Canter L. W. EIA??
·         ------------------------

7.    URBAN ENGINEERING

1. Urban Sociology

·         Urban and rural; family, household, and clan
·         Types and formats of social relationship
·         Urban communities
·         Space and its types (physical, social and economic);
·         Social infrastructure

·         Sociology and development (social and psychological characteristics)

Suggested books:

·  Bard John W., “Urban Sociology”, Illinois, F. E. Peacock.

2.  Urban Planning and Management

i.        Urban Planning and Management Context
·         Current planning process in Pakistan with special focus on Karachi;

·         Inter-governmental relationships in local planning its complexity and unresolved issues

ii.        Basic Studies of Urban Planning
·         Population/demographic study

·         Land use study

iii.        Implementation, Policies, Plans, Programs, Regulation and Renewal

·         Definitions of development objectives, policy, and planning program

·         Comprehensive plan and its related documentation process Programming of community development and capital-intensive projects of government

·         Urban zoning issues; Land subdivisions (both at formal and informal level)

Suggested books:
·         Kenneth J.Davay, “Elements of Urban Management (1993)”, UMP-
UNCHS.

·         David E.Dowall and Giles Clarke, “A Framework for Reforming Urban Land Policies in Developing Countries (Aug.1996)”, UMP-
UNCHS.

·         William J.Fox, “Strategic Options for Urban Infrastructure Management”, UMP-UNCHS.
·    John   Ratcliffe,   “Introduction   to   Town    &       Country   Planning”,
Hutchinson & Co. Ltd. London.

3.  Advanced Technologies and Disaster Management

i.        Constructional Technologies

·         Latest development in trenching and excavation e.g. trenchless technology;

·         Specialized formworks

·         Technologies for building deep waterproof basements Mechanized construction methods and equipment

ii.        Maintenance Rehabilitation & Repair Disaster Management
·         Strategies for protection
·         Loss estimation
·         Risk and Vulnerability Analysis
·         Disaster Mitigation

Suggested books:

·         W.  Ronald  Hudson,  “Infrastructure  Management:  Integrating

Design, Construction, Maintenance Rehabilitation and Renovation”, John Wiley and Sons.
·         Steven K. Kramer, “An Introduction to Trenchless Technology”,
Van Nostrand Reinhold

·         C. M. Barrit, “Advanced Building Construction”, Trans-Atlantic Publications

·
4.  Law and Regulatory Control Studies

i.        Building plans
·         Submission of Building applications and drawings

·         Procedural checks: ownership verification; planning application forms; Drawing fees, No objection certificates, Advertisement; etc.

·         Site visits
·         Serving of notices
·         Fines and compounding of violation

·         Analysis of building proposals: conformity with the development plans, land use zoning planning criteria building bylaws, design guidelines, building line/parking requirements, chamfer requirements, construction over cultivators etc

Suggested books:
·         “Sindh Building Control Ordinance 1979”, 1979, Sindh Government
Press

·         “Karachi Building and Town Planning Regularities (Parts I & II)”,
Sindh Government Press
·         “Karachi  Building  and  Town  Planning  Regularities  2002”,  2002,
Sindh Government Press
·         “Sindh   Local   Government   Ordinance   1979”,   1979,   Sindh
Government Press

5.  Financial Resource Management

i.        Capital financing and Allocation
·         Difference between sources of capital
·         Equity and borrowed capital

ii.        Banking and specialized Credit Institution
·         Functions of Bank and Credit Institution

·         Documentation related to International and Domestic Banks Financial and funding Institutions

Suggested books:
·         Eugene F. Brigham, “Financial Management Theory & Practice”,
Harcourt College

8.            BUILDING AND ARCHITECTURAL ENGINEERING

i.        Structures

·         Plain cement concrete: materials, properties, production, testing, batching, curing, admixtures, mechanics and behavior, simple & T-Beam design, axially loaded columns, codes provision, reinforcement detailing

·         Reinforced and prestressed concrete design: design of structural system of RC Frames, beam design in flexure shear and torsion, slabs & columns design, prestressed concrete analysis and design, losses of prestress

·         Structural Dynamics and Earth Quake Engineering: free and forced vibration, SDOF and MDOF system, earthquake resistance structures, seismic zoning of Pakistan

·         Foundation Engineering: stress distribution, earth pressure, bearing capacity, foundations and structural design of footings, ground improvement techniques

·         Steel Structures: types of structural steel, design & analysis of structural components, allowable stress design, plastic analysis and design


Suggested Books:

·         Concrete Technology by A.M. Neville

·         Design of concrete structures by A.H.Nilson 13th Edition

·         Design of Concrete Structures (part I, II) by Prof Zahid A Siddiqui

·         Dynamics of Structures by Anil K Chopra

·         Fundamental structural steel design by ASD by Thomas Burns

·         Design of steel structures by Gaylord & Gaylord

·         Steel structure design & behavior CG Sollman and John E Johnson


ii.    Water Supply and Sewerage System Design for Buildings:

·         Water Supply Systems: design period, population and estimation of quantity, hydraulics and design of water distribution system, type of pipe materials

·         Wastewater collection systems: sanitary and storm sewers, pumping stations, hydraulics and design of sanitary and storm sewers

·         Plumbing Design: plumbing elements, layout and design of water supply and drainage pipes, systems for fire prevention, detection, and control

·         Water Treatment: drinking water quality, standards and public health, sedimentation, coagulation, filtration and disinfection

·         Wastewater treatment: primary and secondary treatment methods

·         Environmental protection: solid waste, air control and environmental remediation.

Suggested Books:

·  Water Supply and Sewerage by TJ McGhee & EW Steel


iii.    Building HVAC’s System Design

·         Building Air Systems: air transportation system used in heating, ventilation and air conditioning

·         Building Hydraulics System: water transportation system used in building, heating, and cooling

·         Building Thermal Systems: thermal energy flow in building and building systems

·         HVAC system: HVAC equipment description, HVAC system types and its applications in buildings

·         Engineering design and performance analysis: mechanical systems and energy conservation techniques


Suggested Books:

·         Air Conditioning Principles & systems by Edward G Pita

·         ASHRAE HANDBOOK FUNDAMENTALS


iv.     Building Electrical System Design:

·         Electrical equipment ratings: voltage and current

·         Interior wiring systems: cables, conductors, and enclosures

·         Busway/bus duct: light duty busway, flat cable assembly, lighting track

·         Cable tray/raceways: steel, aluminum, flexible, nonmetallic, conduits, raceway, and wiring systems

·         Communication and security systems: communications types, materials and installation systems

·         Voice and data communication system: data communication systems, terminal host system, local area network, video network.

·         Electronic Security System: level of security, types of security technologies


Suggested Books:

·         Modern Wiring Practice by WE Steward

·  Electrical Installation Calculations by AJ Watkins


v.     Building Construction and Management

·         Introduction: building construction, site, and site work

·         Masonry: structural properties, construction system, materials under stresses

·         Concrete: structural properties, construction system, concrete wall, roof systems, materials under stresses

·         Steel: structural properties, floor systems, wall systems, roof systems.

·         Timber: structural properties, floor systems, wall systems, roof systems

·         Construction Management: organizational structures, contract and procurement, Construction Laws, ISO 9000 and total quality management


Suggested Books:

·         Barry's Introduction to Construction of Buildings

·         Building Construction Handbook by Ray Chudley & Roger Greeno

·         Mitchell's Structure & Fabric Part 2

·         Building Construction by B C Punima


·         Project Management by J R Meredith and S J Mantel

AddToAny