Tuesday, 4 March 2008

Architectural presentation-IRRIGATION TECHNIQUES

The use of system of basins, channels, or sprinklers system to provide a controlled supply of water to plants.
Landscape planting can be irrigated in number of ways: basin, furrow, sprinkler, soaker, and drip.
The method used will depend on type of plantings, amount, quality, source of water, terrain; available funding ; and source of labor.
In order to save water & labor, most intensive landscape plantings are being developed with automatically controlled systems.
Irrigation systems have become an increasingly large part of landscape construction budgets.

OBJECTIVE:

To supply water in usable amounts to the root zone of the plants.
To accomplish this it is necessary to consider the soil conditions and the growth characteristics of the land.

INTRODUCTION:

SOIL CHARACTERISTICS:

Infiltration rate: Amount of water that can be absorbed by soil in one hour. Measured in inches per hour.
Field capacity: Volume of water a soil will hold after the natural force of gravity has drained off the excess moisture. Measured in inches.

PLANT CHARACTERISTICS:

The plant species to be irrigated must be evaluated to determine the amount of water necessary to sustain it during peak growth periods.
Evapo-transpiration rate: This is the amount of water given up by a plant as a result of normal evaporation and transpiration of plant.

Type of equipment to be used:


How fast can the water be applied?
This is determined by infiltration rate of soil.
How much water needs to be applied?This depends on evapo-transpiration rate of the plant species.
How often must water be applied?
This is determined by the field capacity of the soil and the percentage of available moisture.
The answers to these questions will directly determine the type of equipment that should be used and the kind of system.

METHODS OF IRRIGATION:

Flood irrigation:

In flood irrigation, a large amount of water is brought to the field and flows on the ground among the crops. In regions where water is abundant, flood irrigation is the cheapest method of irrigation and this low tech irrigation method is commonly used by societies in developing countries.

Advantages:
Simple & cheap method.
Very less labor required,
Flushes salt out of the soil.

Disadvantages:
Could be applied on flat lands only.
About 50% of the water is wasted and does not used by the crops (due to irrigation, transpiration & run-off).
Anaerobic environment created due to flooding thus creating low nitrogen soil.

Steps taken for maximum utilization of water:

Leveling of fields:
Flood irrigation uses gravity to transport water, and, since water flows downhill, it will miss a part of the field that is on a hill, even a small hill. Farmers are using leveling equipment, to scrap field flat before planting. That allows water to flow evenly throughout the fields.

Surge flooding:
Traditional flooding involved just releasing water onto a field. In using surge flooding, water is released at prearranged intervals, which reduces unwanted runoff.

Capture and reuse of runoff:
A large amount of flood-irrigation water is wasted because it runs off the edges and back of the fields. Farmers can capture the runoff in ponds and pump it back up to the front of the field where it is reused for the next cycle of irrigation.

2. Furrow irrigation:

Furrow irrigation is actually a type of flood irrigation in which the water poured on the field is directed to Flow, through narrow channels dug between the rows of crops, instead of distributing the water throughout the whole field evenly. The furrows must all have equal dimensions, in order to guarantee that the water is distributed evenly. Like flood irrigation, furrow irrigation is rather cheap in areas where water is inexpensive.

3. BASIN IRRIGATION:
A basin is a level area surrounded by a berm to hold water. Basins are well adapted to level areas for shrub and flower beds and trees where foot traffic is infrequent. Soil should slope away from the trunk of plants. Any pavement surrounding a basin should be at the same level or higher than the top of the berm to minimize washing of the mud onto the pavement.



4. SPRINKLER OR SPRAY IRRIGATION:

Spray irrigation is a more modern way of irrigating, but it also requires machinery. Large scale spray irrigation systems are in use on large farms today. These systems have a long tube fixed at one end to the water source, such as a well. Water flows through the tube and is shot out by a system of spray-guns.
Used on shrub, flower, and tree plantings.
Provides fairly uniform water distribution even on hilly terrains.
The rate of application may need to be slow on uneven areas to allow for penetration.

A common type of spray-irrigation system are the center-pivot systems. The center-pivot systems have a number of metal frames (on rolling wheels) that hold the water tube out into the fields. And there can be a very big water gun at the end of the tube. Electric motors move each frame in a big circle around the field (the tube is fixed at the water source at the center of the circle), squirting water.


Advantages:

Water is distributed uniformly even on hilly terrains.
Very less amount of water is wasted in comparison to flood irrigation. Labor cost is very low.
Keeps humidity higher.

Disadvantages:
Moisten mulches but does not wash or float it away.
May pack the surface of the bare soil & reduce infiltration.
Flowers & tall plants may be damaged by the force of water.
Frequent light sprinklings with saline water may cause an unsightly or even toxic buildup of salt.

Better spray irrigation:
By use of traditional spray irrigation, water basically is just shot through the air onto fields. In the dry and windy air a lot of the water sprayed evaporates or blows away before it hits the ground. Another method, where water is gently sprayed from a hanging pipe uses water more efficiently. This method increases irrigation efficiency from about 60 percent (traditional spray irrigation) to over 90 percent. Plus, less electricity is needed.



5. SOAKER IRRIGATION:

Soakers are used to apply water at slow rates.
Consists of canvas or porous plastic tubes, of hoses, or of plastic tubing with fine holes.
Useful in difficult-to-irrigate areas: across slopes; near long, narrow plantings; or in soils with low infiltration rates. Water distribution along the soaker often varies from one end to the other, but will usually be more uniform at higher rates (pressure).

6. DRIP IRRIGATION:
Drip irrigation is the most expensive method of irrigation, it is also the most advanced and efficient method in respect to effective water use.

Usually used to irrigate fruits and vegetables, this system consists of perforated pipes that are placed by rows of crops or buried along their root lines and emit water directly onto the crops that need it.
Drip irrigation saves water upto 90% over flood irrigation on sandy soil & around 20% over sprinkling on clay soil.

Water high in salts should be filtered before use since otherwise they may clog the emitters and create a local buildup of high salinity soil around the plants if the irrigation water contains soluble salts.

It permits irrigation on the steep banks, shallow soils, soils with slow infiltration rates, and sandy soils.
Water wastage through evaporation from soil & weeds is also reduced.



7. PITCHER IRRIGATION:

Used in arid or semi-arid climatic
Pitcher irrigation uses unglazed clay pots to distribute water by diffusion and capillary action through the wall of the clay pot. Pitchers are less expensive per acre and much more effective than traditional means.
Per cubic meter of water, the buried clay pot method can produce 2.5 to 6 kilograms of total plant yield, compared to 1.4 kg with drip irrigation, 0.9 kg with sprinklers, and 0.7 kg in furrow irrigation systems.

ADVANTAGES:
save over 90% of water over traditional irrigation methods
CHEAP!
easy to install, operate and maintain
controls weeds
Minimize erosion by keeping the water underground
implement as much or as little as needed

DISADVANTAGES:
However, as with any system, pitcher irrigation is not a perfect solution. There is a dramatic disadvantage of plants becoming dependent on the pitchers for their only water source and therefore do not develop the deep-rooting systems that would develop otherwise.
Labor required for regular checking of pots.
Too expensive for large areas.

Monday, 3 March 2008

DIAPHRAGM WALLS

Diaphragm walls refers to the construction of in-situ retaining vertical walls by deep trench excavation method.
Stability of the sides of the excavation is ensured by bentonite slurry. Hence these types of walls are also termed at times as ‘slurry walls’
The wall is constructed in panels and the length of typical panel is between 2.5 to 7m.

Standard methods of constructing retaining walls require temporary form work and supports. These become uneconomical after a certain depth.
The construction of the work above ground cannot proceed till the basement work is complete. This involves more time for construction.
Use of diaphragm wall construction eliminates the need for formwork and temporary support and also allows above ground construction to proceed along with basement construction



Purpose built grabs or milling machines called as hydromills are used to do the excavation.
Since the wall is cast in panels special care has to be taken to make the joints between the panels watertight.
Water bars are constructed within the construction joints to prevent water leakage through them.
Standard widths of the walls range from 600,800, 1000 and 1200mm.

BENTONITE SLURRY

Bentonite slurry is a clay mixed with water which possesses ‘Thicksotropic’ property. That means that when it is left undisturbed it acts as a ‘gel’ and when it is moved it acts like a liquid. The bentonite slurry is poured into the excavation and it seeps into the adjoining soil forming a cake which prevents the sides from caving in.The bentonite is removed while concreting by displacement.
The depth of diaphragm walls can reach 50 to 80m.
The tolerance for verticality is normally 1:200
This type of construction method is called ‘Top down basement construction’
This allows for above ground construction simultaneously with excavation of basement.

Typical Applications:
Deep basements
Underground tanks
Access shafts
Road and rail under passes
Tunnels
Multilevel under ground parking










STRUCTURAL ELEMENTS AND THEIR FIRE RESISTANCE

INTRODUCTION
The fire resistance of a structural member may be defined as its ability to withstand exposure to fire without loss of load bearing function or ability to act as a barrier to spread of fire. This provides time to permit people to evacuate a building before it collapses and is essential in confining fire to the compartment in which it starts.
Prediction of the fire behavior of structural members involves the calculation of fire temperatures and the temperature, deformation and strength of the members .

FIRE RESISTANT CONSTRUCTION.


In a fire resistant construction, the maximum use of non-combustible material should be encouraged.the structural members like beams ,columns,floors,roofs etc. should be constructed in such a way that they should continue to function as structural members at least for the period which may be sufficient for the occupants to escape.

STRENGTH OF MEMBERS

When temperature rises in fire-exposed members, their strength is reduced. If the fire load is sufficient and the duration of the fire long enough, a stage will be reached at which the strength of the member will no longer be adequate to support the structural load. The fire load that is just sufficient to reduce strength to this critical point is defined as the critical fire load.

COLUMNS AND BEAMS

Reinforced concrete structures should be preferred to steel structures as it is liable to twist ,sag under heavy fire.
If steel is used it should be protected by using concrete,hollow clay tiles, bricks ,and plaster .the treatment given to the columns is given below.
The cover of the protective material like tiles or bricks etc. should be all around the members at least 10 cm. Thick.
The cover of concrete for reinforced concrete members should be sufficient to enable the members function under fire for max. time.
For beams and columns the higher ratio of the surface exposed to fire greater is the fire resistance.
Beams and columns with membrane enclosure protection will have less surface area exposed to fire.

FIRE RESISTANCE OF STRUCTURAL STEELWORK

Although steel is non combustible material it does not behave very well under fire conditions.
Achieved fire resistance for steel members encased in concrete depends upon the thickness of the protective concrete cover,concrete mixture and structural restraint .
For protection of structural elements following methods are adopted :
1)cladding
2)Cooling the element with water
3)Intumescent coatings
4)design of a composite section






LOAD BEARING CONSTRUCTION

In case wooden partition has to be made fire resistant it should be covered with metal lath and plaster.
The load bearing walls should be plastered with fire resistive mortar.
Cavity wall provides a good option for fire resistant construction.
The fire resistance of load bearing walls should not be less than two hours
The partition walls should be of fire resistant material;in general R.C.C., bricks, hollow concrete blocks, tiles or timber.the material should be treated in such a way that they should have fire resistance of not less than one hour.
The load bearing walls should be plastered with fire resistive mortar.
Cavity wall provides a good option for fire resistant construction.
The fire resistance of load bearing walls should not be less than two hours
The partition walls should be of fire resistant material;in general R.C.C., bricks, hollow concrete blocks, tiles or timber.the material should be treated in such a way that they should have fire resistance of not less than one hour.
The load bearing walls should be thicker in section so that they may successfully act as fire barrier for a considerable time.
There are also special fire-retardant paints and coatings that can substantially reduce the flame-spread rating of an interior surface.
Fire resistance of construction with cavity air space will be greater than identical weight construction without airspace

STAIRCASE

For stairs a higher standard of fire resistance is required.
R.C.C. stairs are considered best .
The enclosing walls of the main staircase should have a fire resistance of at least 1 hour.
Access to the staircase should be through doors having fire resistance of at least ½ hour.
All the fire escape stairs should be directly connected to ground floor and their entrance should be away from the internal staircase of a building.

ROOFS


Flat roof should be encouraged as far as possible.
Where sloping roof is necessary either due to site conditions or architectural reasons the ceilings of the sloped roof should be made up of fire resistant material by fixing asbestos cement boards , fiberboard to its framework.
In the installation of roofing, wood cant strips, roof curbs, nailing strips are permitted in noncombustible construction. Roof sheathing and sheathing supports of wood are also permitted provided:
They are installed above a concrete deck
The concealed space does not extend more than 1m above the deck
Openings through the concrete deck are located in noncombustible shafts
Parapets are provided at the deck perimeter extending at least 150mm above the sheathing.
The noncombustible parapets and shafts are required to prevent roof materials igniting from flames projecting from openings in the building face or roof deck.
In buildings that must be of noncombustible construction the roof coverings must have a fire classification of Class A, B or C. In such cases the use of fire-retardant treated wood shakes and shingles on sloped roofs is allowed.

FLOORING
Fire resisting material should be used in construction of flooring
In case of wooden floors thicker joists spaced at greater distance apart should be used.
Fire stops should be provided in wooden floors at suitable intervals
Flooring made from materials like concrete, brick, ceramic tile etc. is considered to be most suitable for fire resistant construction.

Saturday, 1 March 2008

CIRCULATION PATTERN OF CHANDIGARH,Inida.



Formation of the city

Post partition in 1947, the Indian state of Punjab needed a new capital to replace Lahore.
The new capital of India was envisioned as the modern capital of India by Jawaharlal Nehru.
The site chosen was a farmland of 24 villages.

Criteria for selection of site

Location, central
Water supply available in the form of seasonal rivers.
Comfortable climate, i.e. a subtropical monsoon.
Proximity to building materials, required for large scale construction.

HISTORY

Mayer Nowiki prepared a Master Plan for a population of 500 thousand based on a system of a low density neighborhood and defined by a grid of roads.Roads were slightly curved to follow the contours of the site.
Le Corbusier simplified Mayer’s Curvilinear system by adopting the grid iron pattern of straight roads.
Professional approach linking the body of the city with its symbolic head was bounded by Multi-Storied buildings on one side and Parallel land on the other side.
Other main artery leads from the railway station and terminates at university.

CONCEPT

In the revised master plan Le Corbusier developed a checkerboard of rectangles called “Sectors” each measuring 800m x 1200m enclosed by roads for fast moving traffic.
Purpose: to fulfill 4 basic functions.
a)Living.
b)Circulation.
c)Working.
d)Care of body and spirit.

Biological Entity

Head – The Capitol area.
Heart – The City Centre.
Limbs – Work areas.
Care of body – Linear continuous parks,
and Spirit Leisure area systems,
Sukhana Lake.


HIERARCHY OF TRAFFIC CIRCULATION



V1: Arterial inter-state roads,
V2: Major boulevards,
V3: Sector-definers,
V4: Shopping streets, usually
linking with those in
adjoining sectors,
V5: Neighborhood streets,
typically a loop road going
round the interior of the
sector,
V6: Access lanes to houses,
V7: Pedestrian paths and cycles
tracks; to be planned
throughout the city,
meandering through its
green spaces.





PLANNING

The typical sector is a self sufficient neighborhood, with its own shopping centre, schools and other community facilities.
For outdoor recreation, the sector greens cut through the heart of each neighborhoods enabling the residents to view without obstruction the changing panorama of the Shivalik range.
A sector is traversed only by slow traffic streets, the fast traffic roads are being restricted to its periphery.
This ensures tranquility and safety within the living spaces. A novel feature of Chandigarh’s master plan is the scheme of segregation, called the 7Vs (les Sept Voiles) developed by Le Courbusier.
The system of roads symbolizes the structure of a tree, hierarchy and progressively branching out from the stem to leaf and proportionately reduce in size in accordance with the quantum of life to be carried.

Architectural Presentation - ASBESTOS CEMENT SHEETS FOR HEAT INSULATION

Heat Insulation:


Heat insulation of any material is the resistance provided to the transfer of heat from the higher temp. to the lower temp.
Heat Resistance (R) is defined as: Number of hrs for 1 watt of energy to transfer heat from 1sqm of area with a temp difference of 1*C.
The heat resistance of any material is denoted by R. But for combination of materials it is U-value, which is the reciprocal of the R value.

Need of Heat insulation

The excessive use of artificial mechanisms for achieving the comfort level, has led to high emissions of chlorofluorocarbons & other poisonous gases.
Government of India has passed an Environment act, which will be applied in 2007.
According to this act the external envelop of any structure must have a U-value of min 0.5 W/m2K.


What is Asbestos cement?




Asbestos is a naturally occurring mineral found in underground rock formations.
Asbestos is also called as a magic mineral because no other substitute can match its properties.
Asbestos fiber is a major reinforcing component of Asbestos cement.
AC products consist of a mix of chrysotile fibers, cement & silicates of calcium & magnesium.

Heat Insulating properties of AC sheets




In general any material having open or closed pores is a good insulating material.
Asbestos cement has more of open pores therefore it is not as good as hair felt or straw boards.
If the AC sheets are waxed or coated with waterproofing material, it will seal the open pores & therefore the resistance to heat may increase.


The Thermal resistivity of AC sheets is 0.95 which is more compared to plastering, therefore they can be used as cladding on walls.
-The AC sheets also can be used for roofing, since rest of the materials do not meet the demand of U value=0.5
-Asbestos cement is also used for drainage pipes.

Advantages:

Longer life if properly fitted
Less noise from heavy rain and thermal movements
More attractive
Better thermal insulating properties
Rigid & Durable
Non corrosive, fire proof
Leak proof.
Acoustic insulation

Disadvantages:



They are heavier ,thus it is more expensive to transport and requires a stronger roof structure.
Brittleness causes a high rate of waste due to breakage during transport and installation..
Labour intensive due to weight and brittleness.
The corners of the sheets must be mitred prior to fitting and holes for the fixing screws must be drilled.
Easily discolors with dust and algae.
The manufacture, processing & discarding of asbestos products presents hazards to health.

Sizes:



Standard lengths-3, 2.75, 2.5, 2.25, 2, 1.75, 1.5 m

Thickness-6mm

Depth-48mm

Overall width-1050 mm

Effective depth-1010 mm
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