Bcme Unit-3
Bcme Unit-3
There are two types of pavements based on design considerations i.e. flexible
pavement and rigid pavement. Difference between flexible and rigid pavements is
based on the manner in which the loads are distributed to the subgrade. Before we
differentiate between flexible pavements and rigid pavements, it is better to first know
about them. Details of these two are presented below:
Flexible Pavements
Flexible pavement can be defined as the one consisting of a mixture of asphaltic or
bituminous material and aggregates placed on a bed of compacted granular material
of appropriate quality in layers over the subgrade.
Water bound macadam roads and stabilized soil roads with or without asphaltic
toppings are examples of flexible pavements.
The design of flexible pavement is based on the principle that for a load of any
magnitude, the intensity of a load diminishes as the load is transmitted downwards
from the surface by virtue of spreading over an increasingly larger area, by carrying it
deep enough into the ground through successive layers of granular material.
Fig: Flexible Pavement Cross-section
Thus for flexible pavement, there can be grading in the quality of materials used, the
materials with high degree of strength is used at or near the surface. Thus the strength
of subgrade primarily influences the thickness of the flexible pavement.
Rigid Pavements
A rigid pavement is constructed from cement concrete or reinforced concrete slabs.
Grouted concrete roads are in the category of semi-rigid pavements.
The design of rigid pavement is based on providing a structural cement concrete
slab of sufficient strength to resists the loads from traffic.
The rigid pavement has rigidity and high modulus of elasticity to distribute the load
over a relatively wide area of soil.
Minor variations in subgrade strength have little influence on the structural capacity
of a rigid pavement. In the design of a rigid pavement, the flexural strength of
concrete is the major factor and not the strength of subgrade.
Due to this property of pavement, when the subgrade deflects beneath the rigid
pavement, the concrete slab is able to bridge over the localized failures and areas of
inadequate support from subgrade because of slab action.
Difference between Flexible Pavements and Rigid Pavements
Basics of Harbour
In all types of the surface transport systems, water transport is almost as old as human
habitation on this globe. Man initially exploited the resources use in water transport as
means of travel from place of place. This resulted in the discoveries of new continents
and new resources and a need for large, better designed and equipped sea going
vessels was felt.
SEAPORTS / HARBOURS
A seaport is one which provides sheltered berthing for ships and has facilities for
embarking and disembarking of passengers, loading and unloading of varied cargo,
storing and sorting of various consignments and servicing of ships. A harbour is the main
component of a seaport which is a partially enclosed water area where the ships can
find refuge from storms and waves. Here, there are facilities for refuelling, repairs and
cargo handling in addition to other services. There are two classes of harbours, namely,
natural harbours and artificial harbours.
Chennai and Tuticorin harbours are artificial harbours where a portion of sea is enclosed
by the construction of suitable breakwaters
Mumbai and Cochin have natural harbours where the ships get protection by existing
islands, bays and mountains around the water spread. The wave action is minimized in
these enclosed areas. Harbours are further classified as military, commercial, fishing
and refuge harbours.
To fulfill its function, a harbour must satisfy the following three requirements.
1. The harbour should have sufficient depth of channel for the draft of vessels using it.
2. Sufficient protection for ships should be provided against destructive wave action.
3. The bottom of the harbour area should provide sufficient anchorage for ships against
high winds.
River ports serve for landing of freight from river boats and barges in up country
locations. Some river ports are developed at a river mouth for serving ocean traffic.
Kolkata (Calcutta) harbour is an example. Layout of an harbour is shown in Fig. 14.1.
A harbour requires extensive area for its operation. The extent of area depends on the
sizes, number and types of ships which it attracts. Considerable space is required for a
ship at anchor in a harbour basin. So the harbour basin has to be planned for receiving
the ships, anchoring them, mooring them to wharves for loading and unloading
operations and for guiding the ships out of the basin after loading operations.
Basics of Tunnels
Tunnels are underground constructions used for transportations.
The tunnels are defined as the underground passages that are used for the
transportation purposes. These permit the transmission of passengers and freights, or it
may be for the transportation of utilities like water, sewage or gas etc. The operations
and the constructions are carried out underground without disturbing the ground surface.
This operation is called as the tunneling.
Selection of Tunneling Route
The two main factors that help in the efficient route of the tunnel are the alignment
restraints and the environmental considerations. The underground, as we know is
heterogeneous in nature.
A proper inspection on the nature of soil, rock, the water table level, and all the
alignment restraints had to be made before fixing the route. The site chosen for
tunneling is such a way that the inconvenience and difficulty that is caused to the
environment in that area including living is minimum.
Advantages of Tunneling
The tunneling method gain certain advantages compared with other methods, which
are mentioned below:
•The tunneling procedure is more economical in nature, compared to open cut trench
method when the depth is beyond a limit
•The surface life or ground activities like transportation are not disturbed when
tunneling is undergone.
•The method ensures high-speed construction with low power consumption
•Reduces Noise Pollution
•These methods have freedom from snow and iceberg hazards, in areas of high
altitudes
•Surface and air interference is restricted for tunnels.
Tunneling Disadvantages
The tunneling method gains certain disadvantages, which is due to its complexity and
difficulty. Some of them are:
•The initial investment cost for commencing the tunnel is high compared to the open cut
method.
•Highly skilled and experienced designers and engineer team only will work best for this
operation.
•Higher and constant supervision from the start to the end of the tunneling project is
necessary without any compromise
•Highly sophisticated and specialized equipment are necessary to perform the tunneling
operations.
Air transport has grown to be a crucial part of the modern transportation systems in
India. The necessity of well-planned airports for efficient air transportation will increase
as the community grows and expands both in population and economic activity.
Airport engineering deals with the planning, designing, construction, operation and
maintenance of facilities like the landing and take off, loading and unloading, servicing,
maintenance and storage of aircrafts. The major phases of airport engineering are
planning, designing and construction of airports and operation and maintenance of
aircrafts.
AIRPORT PLANNING
An airport is a terminal facility for aircrafts. It is also known as an aerodrome. Aerodrome
serving international traffic is called an airport. It has customs, health and immigration
facilities. It is used for aircraft take off and landing. It also includes facilities for handling
passengers, cargo and for servicing aircrafts.
CLASSIFICATION OF AERODROMES
The aerodromes can be classified in the following heads.
1. International airports
2. General aviation aerodromes
3. Military aerodromes
The design, construction and layout of an international airport should confirm with the
standards laid by the International Civil Aviation Organisation (ICAO). This type of an
airport should be constructed in accordance with the universal requirements and should
cater increasing sizes and number of aircrafts.
The general aviation aerodromes serve on local service routes. They accommodate
flights for business and industry. They also facilitate local flying operations such as
industrial flying, aerial photography and agricultural flights for crop dusting. These
aerodromes mainly support domestic needs and can handle only a limited number of
aircrafts per day.
Military aerodromes include all aerodromes used by Navy, Army and Air Force.
Sometimes temporary aerodromes are also constructed for this purpose. In many
instances, civilian aerodromes have been used by the military and vice versa.
The term ‘sanitary engineering’ was originally used to describe the practice of those
engineers who designed water and sewerage systems, and other public health
protection works.
The area of practice then expanded when the society recognised that protection of
the air, land and water is necessary for all living things.
Thus, in modern times the term environmental engineering has evolved to describe
the engineers’ increased emphasis on the biological, chemical and physical reactions
of the air, land and water environments and improved technology for reuse, recycle
and recovery measures.
Although the environmental engineering disciplines are reasonably well established,
i.e. air, water supply, waste water, storm water, solid waste and hazardous waste, a
number of other specialty disciplines also exist. These include noise, radiology,
industrial hygiene and oceanography.
Environmental engineering is that branch of engineering concerned with the
environment and its proper management. Traditionally, environmental engineers have
drawn their basic education and training from civil engineering programmes.
Recently, environmental engineers have included course work and training in
professional areas including chemical engineering, microbiology, hydrology and
chemistry in order to broaden their perspective on potential solutions to environmental
problems.
SOURCES OF WATER
General
• Surface sources of water include rivers, streams, lakes ponds, etc.
• There is large variation in the water yield of such sources, which vary from season to
season.
• The development, reliability and quantity of water mainly depend on the following:
1. The selection of the site for collection works
2. Preparation and control of the catchment area
3. Type and choice of the reservoir
4. The treatment of the reservoir sites as well as operation of the reservoir
5. The design and maintenance of dams and dikes
6. The design, construction and maintenance of intake and outlet facilities
Sources of Water
All sources of water can be broadly classified as:
(i) Streams
(ii) Lakes
(iii) Ponds
(iv) Rivers
(v) Reservoirs
(vi) Stored rainwater
These can be further divided as
(i) Springs
(ii) Infiltration galleries
(iii) Porous pipe galleries
(iv) Wells
1. Streams
Streams offer a good source of water except for the water of the first run-off. Sometimes
the run-off water while flowing over the earth gets mixed with clay, sand and mineral
impurities. All the suspected impurities can be restored in settling tanks up to a certain,
extent, but the dissolved impurities require special treatments. The steams generally
flow in valleys and are the main source of water supply to nearby villages on hill slopes.
2. Lakes
At some places in mountains, natural basins are with impervious beds are formed. Water
from springs and streams generally flows towards these basins and ‘lakes’ are formed.
The quantity of water in a lake depends on its basin capacity, catchment area, annual
rainfall, porosity of the ground, etc. The quality of water in large lakes is better than that
of in small lakes. Lakes situated at high altitudes contain almost pure water which can
not be used without any treatment. Lake water is usable for only those towns and cities
which are situated near them, such as Nainital.
3. Rivers
Rivers are born in the hills, when the discharge of a large number of springs and
streams combine together. In mountains, the quantity of water in rivers remains little,
and therefore, at such place these are called youthful rivers. But as the river moves
forward, more and more streams combine in it and increase its discharge. Therefore,
rivers grow bigger and bigger as they move forward due to increase in their catchment
area. River are the only surface sources of water which from which the maximum
quantity of water can be easily taken.
4. Ponds
These are depressions in plains, like those of lakes in mountains, in which water is
collected during the rainy season. Sometimes ponds are formed when much excavation
is done for house construction in villages, and embankments for road and railways.
Generally, the quantity of water is very small and contains large amount of impurities. In
villages, the used water mostly flows towards ponds which further contaminate its water.
The water of ponds is used for washing clothes, for bathing animals and for drinking.
5. Artificial Reservoirs
Generally, It is found that there is great variation in the quantity of river water during
and after the summer season. The discharge in some rivers remains sufficient to fulfill
the water demand in the hot weather, but in sonic rivers the flow becomes very small
and cannot meet the requirements of this season. In such cases, it becomes essential to
store water for the summer season. The water can be stored in the river by constructing
a hand, a weir or a dam across the river at such places where minimum area of land is
submerged in the water and the reservoir basin can be made cup-shaped in order to
have the maximum possible depth of water.
6. Shallow Wells
Construction of shallow wells
The shallow wells are constructed in the uppermost layer of the earth’s surface. They
obtain their water supply from the groundwater table as shown in Fig. 10.2. The
diameter of shallow wells varies from 2 to 6 metres. They may be lined or unlined from
inside. The lining is also called the steining and its thickness varies from 30 cm to 50 cm.
The Fig. 10.2 shows a shallow well with steining. The unlined wells are generally
constructed up to a maximum depth of about 7 metres or so.
7. Deep Wells
Deep wells obtain their quota of water from an aquifer below an impervious layer as
shown in Fig. 10.3. The theory behind the functioning of a deep well is based on the flow
of water from the outcrop to the site of the deep well. The outcrop is the place where the
aquifer is exposed to the atmosphere as shown in the Fig. 10.3 The entry of rainwater
takes place at the outcrop, and it reaches the site of the deep well. During its travel, the
water gets thoroughly purified; but it dissolves certain salts and may, therefore, become
hard. In such cases, some treatment would be necessary to remove the hardness of
water
Quality of water- Specifications
Water quality parameters are essential indicators used to evaluate the suitability and
safety of water for various purposes. These parameters include temperature, pH,
dissolved oxygen, turbidity, conductivity, and the presence of pollutants. They indicate
the physical, chemical, and biological properties of water.
Mostly, engineering hydrology is focused on the scientific study of the water cycle,
water resources, and water resource sustainability.
Importance of Hydrology in Civil Engineering
From there the water can be gravity fed or pumped into a system for use around your
home or business premises. Rainwater is commonly used for watering plants and
flowers, washing cars, flushing toilets and washing clothes. Filters can be added to a
system to remove certain contaminants from the water such as leaves and debris.
Broadly there are two ways of harvesting rainwater
1.Surface runoff harvesting
2.Roof top rainwater harvesting
Rainwater harvesting is the collection and storage of rainwater for reuse on-site, rather
than allowing it to run off. These stored waters are used for various purposes such as
gardening, irrigation etc. Various methods of rainwater harvesting are described in this
section.
1. Surface runoff harvesting
In urban area rainwater flows away as surface runoff. This runoff could be caught and
used for recharging aquifers by adopting appropriate methods.
2. Rooftop rainwater harvesting
It is a system of catching rainwater where it falls. In rooftop harvesting, the roof becomes
the catchments, and the rainwater is collected from the roof of the house/building. It can
either be stored in a tank or diverted to artificial recharge system. This method is less
expensive and very effective and if implemented properly helps in augmenting the
groundwater level of the area.
Advantages of rain water harvesting
(a) Promotes adequacy of underground water
(b) Mitigates the effect of drought
(c) Reduces soil erosion as surface run-off is reduced
(d) Decreases load on storm water disposal system
(e) Reduces flood hazards
(f) Improves ground water quality / decreases salinity (by dilution)
(g) Prevents ingress of sea water in subsurface aquifers in coastal areas 6
(h) Improves ground water table, thus saving energy (to lift water)
(i) The cost of recharging subsurface aquifer is lower than surface reservoirs
(j) The subsurface aquifer also serves as storage and distribution system
(k) No land is wasted for storage purpose and no population displacement is involved
(l) Storing water underground is environment friendly.
NECESSITY FOR RAINWATER HARVESTING
Rain water harvesting reduces the requirement to find clean water. Most commonly used
for flushing toilets and laundry, rain water can also be used for irrigation and much
more.
As for the sewer systems found in many developed areas – changing climate often
makes the pressure on the sewers much higher. Flooding of lower areas occur more and
more often in certain regions. Upgrading the capacity of sewers are expensive – so if
every household had a rain water tank in the ground, a lot of water can be captured,
rather than flooding the sewers.
Water Storage and Conveyance Structures (Simple introduction to Dams and Reservoirs)
COMPONENTS OF A RESERVOIR
1. A dam across a river/valley forms a pool of water on the upstream side with necessary
sluices to let out water.
2. Irrigation canals taking off from one/either side of the dam with necessary outlets to
control the flow in the canal.
3. Spillway to let out the excess water from the dam which otherwise may result in
breach of the dam itself due to over storage of water. Therefore, the spillway acts as a
safety valve of the dam.
4. A good earthen bond in case of a totally artificially made reservoir.
5. Ancillary works like fish ladder, log chutes, etc.
CLASSIFICATION OF DAMS
1.1 Solid
Gravity Dams