Tender is a return offer submitted by contractors in response to tender call notice, to execute certain work or supply of specified materials or transport of materials at certain rates, within a fixed time with the terms and conditions laid down in the tender documents. The tender duly filled in is placed in the locked tender box kept in the room of the officer inviting the tender on or before the specified date and hours.
A Tender form is a printed standard form of contract giving terms and conditions of tenders.
It is obtained from the office of the officer inviting tender on payment. The amount of payment called the ‘cost of the tender form’ is decided by the department concerned inviting the tender. In the tender form, there is also a memorandum forgiving (1) general description of work (2) estimated cost, (3) time allowed for the work from date of written order to commence, (4) estimated cost, (5) earnest money, (6) columns for signature of the officer by whom accepted and signature of contractor before submission of tender, signature of witness to contractor’s signature. It is a part of a tender document.
Before inviting tenders, the following documents are carefully prepared:
(1) Complete set of drawings, showing full details of work to be executed.
(2) Detailed specifications of each item of work, along with the schedule of quantities is notified in tender call notice. If the reference to P.W.D specifications is to be made, it should be a specifically mentioned against each item.
(3) List of materials to be issued by the department, giving rates of each item and their place of issue.
(4) Conditions of the contract are printed on the form. The additional set of conditions required for the specific work are also notified along with general conditions.
(5) If it is decided to deduct security at a rate less than 10% from runnings bills of contractors, it should be notified in the tender call notice.
(6) Authority to reject any or all tenders without the assignment of any reason, should always be reserved and notified in tender call notice.
Documents mentioned above are prepared by the Head Clerk and checked by Head Draughtsman and Divisional Accountant and got approved from the competent authority, before actual issue of the tender.
Tender notice or Notice inviting tender (N.I.T)
Following instructions should be followed:
* (1) As soon as Administrative approval, Technical sanction and Appropriation, are conveyed and contract documents are approved, sealed tenders are invited from approved P.W.D contractors. N.I.T. is prepared on standard forms by the Head clerk.
* (2) Before N.I.T is actually issued. The Divisional accountant shall verify that the amount of earnest money to accompany the tenders is correct as per rules and schedule of quantities and specifications of work are as per sanctioned estimate.
* (3) Wide publicity is given to the tender call notice as per procedure is given below:
(a)Works costing rupees 10, 00, 000
(1) Three weeks clear notice is given to contractors.
(2) Tender notice is advertised in leading dailies.
(3) Letters are issued individually to the eligible contractors as per rules of the department.
(4) Copies of tender call notice are sent to all divisions of the department for exhibiting on their notice boards.
(b) Works costing over rupees 1,00,0001 and up to rupees 10,00,000.
(1) Two weeks clear notice is given to contractors.
(2) Notice is not advertised in the press. Remaining instructions mentioned above shall be followed.
(c) Work costing up to rupees 1,00,000
(1) Ten days clear notice is given to contractors.
(2) Copies of notice are sent to all divisions and subdivisions of the concerned circle for displaying on notice boards.
* (4) N.I.T. should clearly state the “Name of work” as given in sanctioned estimate.
* (5) The tender notice should specify the place where, and the time when, contract document can be seen, and the place where blank forms of tenders are available and cost of each form.
* (6) N.I.T. should specify the place and last date for receipt of tenders and place, date and time of the opening of tenders.
* (7) The amount of earnest money (with the mode of payment) to a company the tenders.
* (8) The tenders are required to specify the period during which they agree to complete the work.
* (9) Tenders should be informed that they shall initial corrections if any, as regards percentage,
time etc. otherwise their tenders are liable to be rejected.
For very big and specialised job or supply of any item, Global tenders are sometimes invited by the concerned authority throughout the global to get competitive offers from a specialised firm throughout the world. In the notice inviting global tender, the word global tender notice is written on the heading of the notice. The particulars and contents of the tender notice are same as that of ordinary tender notice. The Global tender notice is circulated to the leading newspaper which covers most of the countries or to the local newspaper of outside countries. It is also circulated through the embassies of important countries.
Opening of tenders
The tenders are opened by the Executive Engineer at the time and place already notified, in the presence of head clerk, divisional accountant and tenderers or their representatives who may like to be present. Particulars of each tender in the tender register by the Executive Engineer. The officer opening the tenders has to read out the rates offered in each tender for information of all those present. The tenders received without the required amount of the earnest money should be rejected and a record of such cases should be kept in the tender register.
The Following procedure should be followed by the Executive Engineer, while opening tenders, to avoid tampering of original tender documents:
(1) All corrections in the contract document should be initialled and dated by the Executive Engineer.
(2) The officer concerned should mark all corrections and overwriting and number them and attest them in the red link. Separate numbers should be allotted for corrections and overwritings. The total number of corrections should be mentioned at the end of the concerned page initialled. Omissions if any, and ambiguity in the words or figures of rates quoted, should be clearly pointed out on each page of the schedule, attached to the tender concerned. Where rates have been quoted in rupees and no ‘P’ mentioned, the word only should be added after rupees, corrections initialled and remarks given at the end.
Normally, no conditional tender should be accepted. But where no financial implication is involved or the tender remains lowest even after taking into account financial implication, it may be considered on merit.
A tender is said to be informal:
(1) When it is not supported by the requisite earnest money in the prescribed manner.
(2) When it is not submitted in the tender form sold by the department or by the due date and time notified in the notice inviting tender.
(3) When the tender form is not properly filled in or signed by the contractor.
In item rate tender, contractors quote their rates for each and every individual item. But on the basis of information from any source regarding the item of work as which are likely to be increased and which are likely to be decreased, a contractor quote the high rate for the items likely to be increased and less rate for items likely to be decreased.
If the information to the contractor proves to be correct the tender becomes unbalanced and the department lose heavily if the work is awarded to the contractor. On the other hand if the information proves to be wrong the contractor would stand to lose. For item rate tenders unbalanced tender may occur.
control flexeril prescription Contract
An agreement which is enforceable by law is a contract. It is an undertaking given by a person (not being a Govt. servant), Syndicate or firm, for the execution of any work or supply of materials or performance of any service in this connection.
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This term is applied normally to a person (other than a Govt. servant), Syndicate or firm, giving an undertaking for the execution of any work or supply of materials or performance of any service in that connection.
https://www.audacity2lead.com/49756-buy-aspirin.html Qualification of contractor
The following categories of contractors are generally enlisted with P.W.D:
1.For building and roads
2.For sanitary installations and water supply
3.For electrical, and Air conditioning
Each of these categories of contractors should be competent enough to deal with the work entrusted to them and have an engineering organisation to do the work. For 2 and 3 of works, contractors should have valid licence to perform the work. Each contractor is expected to have the required equipment and machinery for the job. The qualification of contractors are further adjudged from (a) their financial resources (b) their professional ability to understand and implement the contractual obligation (c) their ability to control labour (d) the income tax clearance certificate.
After the Gujarat earthquake, Govt. has introduced a bill to change the qualification required for building contractor. If the contractor is an individual then he must have civil Engg. Degree and if it a firm, then they must have civil engineers with them.
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The essential elements of a contract are:
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http://meliggoi.gr/mokryxa/3346 Different types of contract
Contracts are of the following types:
(A) Item rate contract, including
(1) percentage rate contract
(2) Schedule rate contract
(3) Labour rate basis
(4) Through rate basis
(B) Lumpsum contract
(C) Combination of both item rate and lumpsum contract.
(A) gay chat app Item rate contract
In this type of contractor, the contractors have to quote the rate of each item of the work without reference to any schedule of rates. This method is adopted when a reasonably complete schedule of rates is not available for the place where the work is to be carried out or when the number of non-schedule items in the work is more.
- view publisher site Percentage rate contract
In this type of contract, the rates for various items are fixed by the department and the contractor agrees to do the works at a percentage above or below fixed rates. This method is adopted for works at places where a reasonable and complete schedule of rates is available.
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In this type of contract, the work is allotted at fixed rates for different items and the payment depends upon the quantity and kind of work done or supply made.
- Labour rate basis
In some cases, the contractor quotes the labour rate at some percentage above or below the rates prevailing in the area for various items of works.
- Through rate basis
In some cases, the contractor quotes the rates for doing work some percentage above or below the through rates.
- Lumpsum contract
In this type of contract, the contractors have to quote a lumpsum figure for completing the work according to the given specification, drawings etc. This type of contracts is given only in exceptional cases. The contracts must include the necessary conditions to safeguard and protect the interest of the government.
- Combination of both
In this contract, a fixed sum is agreed upon for the completion of a particular work by the contractor. In case of any addition or alterations, the payment is made or deducted on the basis of a schedule of rates.
Advantages and Disadvantages
Item rate contract
- This form of contract ensures a more detailed analysis of cost by the contractor and is more scientific.
- The contractor is required to quote rates for individual items of work and hence it is not easy to form a ring during submission of tender and to allot a work to one of the contractors without competition.
- This form of contract helps in smooth progress and timely completion of a work because the unworkable rated tender may be avoided.
4 Intermediate payment to contractors for the completed item is easier.
- In this type of contract, there is always a loophole for a contractor to correct a rate in order to be the lowest tenderer.
- This type of contract is not always advantageous when the quantities of certain items are to be increased or decreased. If by anticipation or by some other source a contractor comes to known the items whose quantities are likely to be increased may quote a high price for these items and similarly can quote low prices for items likely to be decreased. In that case, the department would stand to lose heavily due to unbalanced tender.
- Preparation to a comparative statement of this type of tender requires more time and through scrutiny required for this type of tenders.
- Chances of rejection of such type of tenders are more because of human error like overwriting and cutting and not doing the initial to their overwriting and cutting in the quoted rates of items by the contractor.
- It requires accurate measurements of all the items of work.
- The cost of the work is known before hand.
- Detailed measurements of the work done or not required except in case of any addition and alteration.
- Since there is difficulty in making intermediate payment to contractors in this type of contract, every contractor has a tendency to complete the work quickly, resulting in the early completion of work.
- Proper planning and efficient management for the execution of work are more convenient.
- Making an intermediate payment to contractors is not so easy.
- Detailed drawing with full information and specification is essential to avoid any dispute.
- The materials stored in Government are utilised.
- Delay of work due to non-availability of materials in the open market is avoided. Thus better progress with standard quality of materials can be maintained.
- The increase in the cost of work is checked in spite of any rise in the price of materials in the market.
- There may be a delay in the obtaining materials from the department stores resulting in the delay in completion of the work.
- A large storage area is required by the department to store the materials.
- Theft of materials from a store, shortage of material and damage of material are constant worries for a department.
- Reconciliation of material is essential in this type of contract.
Book- Civil estimating & Costing, Writer- A.K. Upadhyay
Types of flow
Fluid flows are classified as:
- Steady and unsteady flow
- Uniform and non-uniform flow
- Laminar and turbulent flow
- Compressible and incompressible flow
- Rotational and irrotational flow
- Ideal and real flow
- One, two and three-dimensional flow
Steady and unsteady flow
Steady flow is that type of flow in which fluid parameters (velocity, pressure, density etc.) at any point in the flow field do not change with time. This means that the fluid particles passing through a fixed point have the same flow parameters like velocity, pressure, surface tension etc. The parameters may be different at the different cross-section of the flow passage.
Mathematically, a steady flow is defined as
Unsteady flow is that type of flow in which fluid parameters (velocity, pressure, density etc.) at a point changes with time.
Mathematically, an unsteady flow is defined as
Uniform and Non-uniform flow
Uniform flow is defined as that type of flow in which the velocity of flow of a fluid at any instant does not change with respect to space. In other words, it is the flow in which the velocity of flow remains constant throughout the flow field at any given time.
Mathematically, for uniform flow
where ∂ Ʋ = change in velocity
∂ s = length of flow in a direction, s.
Non-uniform flow is defined as that type of flow in which the velocity of flow changes with respect to space at any given time.
In other words, it is the flow in which the velocity of flow is different for a different section in the path of flow.
Mathematically, for non-uniform flow
Laminar and Turbulent flow
Laminar flow is defined as that type of flow in which each fluid particle has a definite path and paths of individual particles do not cross each other.
Laminar flow is also called streamline or viscous flow. This type of flow occurs in smooth pipes having the low velocity of flow. It also occurs in liquids having high viscosity.
Turbulent flow is defined as that type of flow in which each fluid particle does not have a definite path and the paths of individual particles cross each other.
In other words, it is the flow in which fluid particles move in a zigzag path.
When a fluid is flowing in a pipe, the type of flow is determined by a non-dimensional number, called Reynold’s number.
For laminar flow, Reynold number ˂ 2000
For turbulent flow, Reynold number ˃ 4000
Compressible and Incompressible flow
The flow in which the density of fluid changes, due to pressure and temperature variations, from point to point during the flow is called compressible flow.
In other words, it is the flow in which the density of a fluid is not constant during the flow.
Mathematically, for compressible flow
P ≠ constant
The flow in which the density of fluid does not change during the flow is called incompressible flow.
In other words, it is the flow in which the density of a fluid is constant during the flow.
Mathematically, for incompressible flow
P = constant
Liquids are generally incompressible which means that pressure and temperature changes have a very little effect on their volume. Gases are compressible fluids.
Rotational and Irrotational flow
Rotational flow is that type of flow in which fluid particles also rotate about their own axes while flowing along a streamline.
Irrotational flow is that type of flow in which fluid particles do not rotate about their own axes while flowing.
Ideal and Real flow
An ideal flow is the flow of a non-viscous fluid. In the ideal flow, no shear stress exists between two adjacent layers or between the fluid layer and boundary, only normal stresses can exist in ideal flows.
The flow of real (viscous) fluids is called real flow. In real flow, shear stress exists between to adjacent fluid layers. These stresses oppose the sliding of one layer over another.
One, Two and Three-dimensional flow
One dimensional flow is the flow in which parameters (velocity, pressure, density, viscosity and temperature) vary only in one direction and the flow is a function of only one co-ordinate Axis and time. The flow field is represented by streamlines which are straight and parallel.
Mathematically, for one-dimensional flow
Two-dimensional flow is the flow in which fluid parameters vary along two directions and the flow is the function of two rectangular space coordinates (x and y-axis) and time. The flow field is represented by streamlines which are curves.
Mathematically, for two-dimensional flow
Three-dimensional flow is the flow in which flow parameters change in all the three directions and the flow is the functions of three mutually perpendicular co-ordinate Axis (x, y, z-axis) and time. The streamlines are space curves.
Mathematically, for three-dimensional flow
Book- Fluid Mechanics(Hydraulics), Writer- A.K. Upadhyay
Classification of channels
Channels can be classified as:
1.Prismatic channels and non-prismatic channels
2.Natural and Artificial channels
3.Rigid boundary and mobile boundary channel
A channel is said to be prismatic channel if the cross-section and bed slope does not change along the length of the channel.
Example: A laboratory flume laid at a constant bed slope and uniform cross-section.
A channel is said to be non-prismatic channel if there is a change in cross-section and bed slope along the length of the channel.
Example: A river with varying cross-section and bed slope.
Rivers and streams are natural channels. Natural channels have the irregular cross-section. So it is difficult to define the flow depth for natural channels.
Human-made channels are called artificial channels. Irrigation Canals, sewage pipes, aqueducts etc. are examples of artificial channels. Artificial channels have regular cross-sections like triangular, trapezoidal, rectangular, circular etc.
Rigid Boundary channel
A channel is said to be a rigid boundary channel if the material on the bed and sides of a channel is not easily movable.
Example: concrete lined canal, a metal flume.
Mobile Boundary channel
A channel is said to be a mobile boundary channel if the material on the bed and sides of a channel is loose and easily movable due to the flow of water. Analysis of mobile boundary channel is more complicated due to sediment erosion, deposition and resulting in additional resistance to flow.
Book- Fluid Mechanics(Hydraulics), Writer- A.K. Upadhyay
The part of the road which is finished with a hard smooth surface is known as a pavement. It helps in making them durable and able to withstand traffic.
Types of road pavement
(a) Flexible pavements
The pavements which have a very low flexural strength and are flexible in their structural behaviour under the wheel loads are called flexible pavements. Because of the low flexural strength, the pavement deforms if the sub-grade deforms, in flexible pavments the vertical load of traffic is transmitted to the lower layers by grain to grain transfer. A well compacted granular structure forms a good flexible pavement layer.
The load transferring ability of the flexible pavement depends on the type of material and thickness of payment. The pavement thickness is so designed that the stress on the sub-grade soil is kept within its bearing capacity and the sub-grade is prevented from excessive deformations. In flexible pavement the sub-grade plays an important role as it carries the vehicle load transmitted through the pavement. The strength and smoothness of the pavement depend to a great extent on the deformation suffered by the sub-grade.
All bituminous pavements, Water Bound Macadam (W.B.M), gravel pavements etc., are the example of flexible pavements.
(b) Rigid pavements
Rigid pavements are those which possess a considerable flexural strength of flexural rigidity.
A Rijid payment derives its capacity to withstand loads from flexural strength. The rigid pavement has the slab action and is capable of transmitting the loads to a wider area. The Rigid pavment does not get deformed to the shape of the lower surface as it can bridge the minor variations of the lower layer.
Cement concrete pavement is the best example of the Rigid pavement.
(c) Semi-rigid pavement
Semi-rigid pavements represent an intermediate state between the Flexible and the Rigid pavement. The flexural strength of such type of pavment is much lower than the concrete slab, but it derives support by the lateral distribution of loads through the pavement depth as in flexible pavement.
Lean cement concrete, soil cement and lime-puzzolanic concrete construction are examples of semi-rigid pavements.
Book- Highway Engineering, Writer- A.K. Upadhyay
WEIR, BARRAGE AND DAM
An impervious barrier which is constructed across a river to raise the water level on the upstream side is known as Weir. Here the water level is raised up to the required height and the surplus water is allowed to flow over the Weir. Generally, it is constructed across an inundation river.
When adjustable gates are installed over a weir to maintain the water surface at different levels at different times, then it is known as Barrage. The water level is adjusted by operating the adjustable gates or shutters. The gates are placed at different tiers and these are operated by cables from the cabin. The gates are supported on the piers at both ends. The distance between pier to pier is known as Bay.
The high impervious barrier constructed across a river valley to form a deep storage Reservoir is known as Dam. The surplus water is not allowed to flow over the dam, but it flows through the spillways provided at some designed level.
Book- Irrigation Engineering, Writer- N N Basak
Types of water demand
The following are the various types of water demand of a town or city:
The domestic demand includes the water required in the houses for drinking, cooking, bathing, washing of clothes and utensils, sanitary blocks, private vehicles, gardening, etc. The requirement of water for domestic animals is also included in this demand. In Indian towns or cities, the domestic consumption of water under normal condition is taken as 135 lits/day/capita ( as per I.S: 1172- 1971). In developed countries, the water demand is very high due to their advanced lifestyle.
It includes the water demand in commercial centres like the office building, hotels, restaurants, shopping centres, cinema houses, motor garages, laundries, diaries etc. For this purpose, the demand is assumed as 25 lits to 40 lits. capita/day.
The industrial demand for water depends on the type of industry in the area. The number and type of industries such as cloth mill, paper mill, cotton mill, sugar mill, chemical industry, hume pipe, rolling mill, etc. should be recorded. The water demand for this purpose is generally assumed as 20% to 25% of the total water demand of the city or town.
It includes the water requirement for public places such as public sanitary blocks, parks, swimming pools, etc. The water demand for this purpose is considered as 5% of the total consumption of water in the town or city.
In case of any outbreak of fire in busy areas of a town or city, sufficient quantity of water may not be available for fire-fighting from the surface sources such as Pounds, ditches, open wells etc. Again these sources may not exist within busy areas of the town or city. Hence, the requisite amount of water for fire-fighting should always be kept is stored in underground reservoirs in specific places and fire hydrants should be established in main pipelines at an interval of about 100 m to 150 m. In the event of a fire, the fire brigade pump is connected to the Fire hydrant and the jet of water is thrown under high pressure over the fire.
Book-Environmental Engineering, Writer-N N Basak
HISTORICAL DEVELOPMENT OF ROADS IN INDIA
The history of the development of road construction is linked with the history of human civilization. The first and oldest mode of travel was footpath with people found the most convenient and the shortest way to approach to their hunting and fishing ground. People use tamed animals for transport which required bridle paths of greater width and heights. After the invention of the wheel, animal-drawn carts continued to be the popular mode of transport for quite a long time. This had necessitated providing hard surfaces for wheeled carts. The first hard surface was discovered in Mesopotamia at about 3500 B.C. A brief review of road development in India is given below.
Roads in Ancient India
The excavations of Mohenjodaro and Harappa have established the existence of roads in India at about 3500 B.C. As per the early records, in early periods the roads were mainly for administrative and military purposes. During Aryan period in 400 B.C., there were “Mahapathas” as a means of communications as referred in Rig Veda ( part 1, para 5). Kautilya the first Prime Minister of Emperor Chandragupta Maurya laid down rules in his book titled Arthasastra. Rules have been mentioned regarding the depth of roads for various purposes and for different types of traffic. The punishment for obstructing roads have also been mentioned. At the beginning of 5th century, the roads had been improved by Emperor Ashoka.
Roads in Mughal Period
The roads were greatly improved in India during the Mughal period. Many of the highway built or maintained by Mughals received great appreciation from the foreign visitors. The road from Delhi to Daulatabad was constructed by Muhammad Tughlaq. The roads from Agra to Allahabad and from Ujjain to Bijapur were constructed by Muslim emperor.
Roads in British Period
The period covering the decision the decline of the Mughals and the beginning of the British rule was a period of neglect of the road system. During this period, the condition of roads deteriorated. The early British interest was only in maintaining roads of military importance. William Bentinck took steps to build the modern Grand Trunk Road from Calcutta to Delhi with permanent bridges and good stones. Lord Dalhousie gave further Momentum to road construction by forming the P.W.D in place the military board in 1885. With the development of Railways, the attention of the government was shifted from road development. The work of road construction and maintenance was given secondary importance. Major Roads, except those of military importance, were neglected and attention was mainly on the feeder Roads.
Appointment of Jayakar Committee
In 1927, the central government appointed Indian road development committee under the chairmanship of M.R. Jayakar to report on the condition of the existing road and to suggest ways and means for their future development. The Jayakar committee submitted its report on 1928 with the recommendations that since the provincial governments and the local bodies unable to look after all the roads, the road development in the country should be taken up by the central government.
Historical development of roads, Book-Highway Engineering, Writer-A.K. Upadhyay
The term transport is derived from latin word Transportare that is trans over and portare means to carry thus transport means to carry from one place to another. the term transportation idicates a Means or system of convenience and it is thus an act of transporting.
It is difficult to imagine those all days when people lived in a distance and could not reach to their relatives easily. The introduction of transport facilities in the modern age has narrowed down the distance between various parts of the country or world.
Modes of transport
1. Land transport 2. Water transport 3. Air transport
The science of studying the different forms of water available above the earth surface or below the earth surface is known as hydrology. Even Hydrology includes those portion of the science which deals with the estimation of runoff and its transportation from one place to another.
Importance of Hydrology
The study of Hydrology is useful for the design and operation of engineering projects for the control and use of water. The knowledge of hydrology is very essential for the applications:
(a). Determination of the capacity of a reservoir from the rainfall records and the yearly discharge observation of a river.
(b). Determination of peak flow of a river.
(c). Determination of suitable site for hydro-electric power generation.
(d). Sources of water supply in a town or city.
(e). Methods to be adopted for the flood control.
The water from the surface sources like lakes, rivers, ocean, etc. converts to vapour by evaporation due to solar heat. The vapour goes on accumulating continuously in the atmosphere. This vapour is again condensed due to the sudden fall of temperature and pressure. Thus clouds are formed. These clouds again causes the precipitation (i.e Rainfall).Some of the vapour is converted to ice at the peak of the mountains. The ice again melts in summer and flows as rivers to meat the sea or ocean. These processes of evaporation, precipitation and melting of ice go on continuously like an endless chain and thus a balance is maintained in the atmosphere. This phenomenon is known as Hydrologic cycle.
Component of Hydrologic cycle –
1 . Evaporation
2 . Transpiration by plant
3 . Condensation
4 . Precipitation
5 . Interception
7 . Ground water flow
8 . Surface flow
Hydrology & Hydrologic cycle – Book Irrigation Engineering, Writer – N N Basak