Monday 18 January 2016

Mugshot for First Internal Test-WRE

1.      What are the objectives of water resource development?

2.      What is irrigation? What are its necessities?

3.      What are the method of improving the Duty of water?

4.      Explain the crop seasons – Rabi and Kharif.

5.      Explain the sprinkler irrigation method and mention its advantages and disadvantages.

6.      Explain drip irrigation and mention its disadvantages.

7.      List the methods of irrigation.

8.      Explain with a neat sketch of strainer type tube well.

9.      What is a well? Mention its types.

  1. Define the following
a)      Crop period
b)      Base period
c)      Duty
d)     Delta
e)      Gross Commanded Area (GCA)
f)       Cultivable command Area (CCA)
g)      Intensity of irrigation
h)      Outlet factor
i)        Kor-period

11.  Find out the capacity of reservoir if its cultivable area is 60,000 hectares, from the following data:
Type of crop
Sugarcane
Wheat
Rice
B in days
330
120
120
D in hect/cumec
2,200
1,800
800
Intensity of irrigation %
15
20
10
Assume canal losses as 6% and Reservoir losses as 10%.

12.  The duty of canal water for a tobacco crop was assumed to be 2200 hectares/cumec. First watering was done on 30th of Nov. whereas last watering was done on 29th March. Calculate delta for the crop. (Nov 2011 6m)


Monday 11 January 2016

Quantity of Sewage

               Quantity of Sewage


1.      Write a short note on Domestic and Industrial sewages.
-          Distinguish between Domestic and Industrial sewages.
-          Write a note on sanitary sewage.

Ans. The total sewage from the domestic and industries are termed as sanitary sewage. The following are the bifurcation of sanitary sewage,
·         Domestic sewage: The sewage collected from water closets, urinals, lavatory basins of homes, offices and institutions. It is highly foul in its nature because of night soil (excremental matter). This sewage contains large number of pathogenic bacteria. Domestic sewage require great care while handling and disposal.
·         Industrial sewage: The sewage collected from industrial and commercial establishment is termed as industrial sewage. The quality and the foul smell depends upon the nature of the industry. Sometimes it needs treatment before disposal into the public sewers.
-          The wastes from manufacturing processes are also called as trade effluents or trade waste. Ex: Wastes from slaughter-houses, mills, laundries, chemical plants.

2.      What are the factors considered while determining the quantity of dry weather flow?
-          What is dry weather flow? Enlist the factors to be considered while calculating quantity of D.W.F.
-          List the factors affecting the dry weather flow.
-          List the factors affecting the sanitary sewage.

Ans. The sanitary sewage or dry weather flow (D.W.F) depends upon the following four factors,
a)      Population: The quantity of sewage to be removed will depend upon the population and contribution of sewage per capita, therefore, the D.W.F increases with the increase in population served.  
The following design periods are desirable for the various parts of the sewerage system.
Laterals
About 50 years
Sub-main of branches
More than 50 years
Main and trunk sewers
30 to 50 years
Pumping plant
5 to 10 years
Treatment units
10 to 30 years

b)      Rate of water supply: The quantity of water entering the sewer is slightly less than the quantity of water supplied due to leakage from pipes, lawn sprinkling, etc. The rate of sewage will be assumed to be about 60 to 70 % of the water supply.
c)      Type of area served: The quantity of sewage depends on the type of area such as residential, industrial, or commercial.
-          In residential area, the quantity of sewage produced depends directly on the quantity of water supply. It is expressed as litres per capita per day.
-          In industrial area, the quantity of sewage produced depends on their various industrial processes.
-          In commercial area, the quantity of sewage produced depends on the development of the area. The rate of flow of sewage is expressed in litres per day per square metre of area.
d)     Ground water infiltration:
-          It means the leakage of water from the ground surrounding the sewer.
-          In case of sewers which are laid below ground water table and water logged areas, an allowance should be made for the water entering the sewers through leaky joints.
-          Infiltration of rain water into the sewers must be prevented to reduce the excess flow of sewage into the treatment plant.

3.      Differentiate between infiltration and exfiltration.

Ans. Infiltration is used to indicate the leakage of water into the sewer, whereas exfiltration indicates the leakage of sewage from sewers to ground.
Infiltration
Exfiltration
Leakage of water from the ground surrounding the sewers
Leakage of sewage into the ground surrounding the sewer
The exfiltration pollutes the underground water
The infiltration unnecessarily increases the quality of sewage.

4.      What is infiltration? List the factors on which infiltration depends.
-          List the factors affecting the infiltration.

Ans. The term infiltration means is used to indicate the leakage of water from the ground surrounding the sewer. In case of sewers which are laid below ground water table and water logged areas, an allowance should be made for the water entering the sewers through leaky joints. The quantity of ground water infiltration depends upon the following factors.
Ø  The subsoil water
Ø  The nature of the soil
Ø  The type of the soil
Ø  The length of the sewer
Ø  The nature and size of the sewer
Ø  The materials of sewers
Ø  The total number of sewer joints
Ø  The depth of the sewage below ground water table.

5.      What is meant by variations in rate of sewage?
-          Discuss in brief about the variation in rate of flow of sewage.
-          List the factors that affect the rate of flow of sewage.

Ans. Variation in flow of sewage varies with the season, the day, the hour and other conditions like the following,
·         Climatic condition
·         Habits of the people
·         Type of industries and their activities, etc.
The variation in the rate of sewage affects the design of a sewer. The sewers are designed for the maximum flow in the worst possible case. The maximum and minimum rate of flow are usually expressed as percentage of the average rate of flow.  

6.      What is quantity of sewage? List the factors affecting the quantity of sewage.
-          List the factors affecting the quantity of sewage.

Ans. The quantity of sanitary sewage should be equal to the quantity of water supplied by the water works. But actually it is not so and some addition and subtractions are done in it to determine approximately correct quantity of sewage.
Additions: Private water supplies, infiltration of water.
Subtraction: Due to leakage of water pipe lines, and water consumption for drinking, cooking, gardening of lawns, etc. 
The following are the factors affecting quantity of sewage:
a)      The design of sewerage scheme
b)      Sewage disposal work
c)      The shape, size, gradient and depth of sewers
d)     Sizes of pumping installation units
e)      The sizes of the various units in the sewage disposal works.

7.      What are the factors to be considered in designing a sewer?

Ans. After the estimation of quantity of sewage, variation in its quantity the next step is to design the sewer section. The following important factors are considered while designing sewer section.
a)      The design period to be taken as 30 years, according to the population forecast.
b)      The non-silting and non-scouring velocities of flow should be maintained by providing suitable gradient.
c)      Gradient should be such that sewage flows under gravitational force only.
d)     The sewers should be capable of receiving the maximum expected discharge at the end of the design period.
e)      In case of combined system of sewerage, the section of the sewer is to be designed in such a way that self-cleansing velocity must develop at minimum discharge.
f)       The minimum size of public sewer should not be less than 150 mm. In practice 200 mm size sewer is provided in plain area and 100 mm in hilly area.

8.      Explain minimum and maximum velocity of sewer.
-          Write note on self-cleansing velocity (limiting velocity) and non-scouring velocity.

Ans. Minimum velocity: Minimum velocity at which zero silt deposition takes place is called self-cleansing velocity. The velocity in a sewer should be such that there is no deposition of silt, organic and inorganic matter, and any other solid matter of the sewage. The self-cleansing velocity depends on the nature of suspended matter in sewage and size of sewer.
-          In case of separate sewer a minimum of 0.6 m/s should be maintained.
-          A velocity of 0.9 m/s would be very acceptable.
-          The velocity of flow should not be less than 0.75 m/s in case of combined sewer.
Self-Cleansing Velocities
Diameter of Sewer (mm)
Velocity (m/s)
150 to 250
1.00
300 to 600
0.75
Above 600
0.60

Maximum Velocity: The maximum permissible velocity at which no scouring action will occur is known as Non-scouring velocity. It mainly depend on the material used in the construction of sewers.
-          Higher velocities will cause turbulent flow, thus reducing the capacity and life of the sewer.
-          Higher velocities can be controlled by limiting grades and providing drop manholes, at suitable places.
Non-Scouring Velocities
Type of material of sewer
Non-scouring velocity (m/s)
Brick lined
1.5 to 2.4
Concrete
2.4 to 3.0
Stoneware
3.0 to 4.5
Cast iron
3.5 to 4.5
Earthen channel
0.6 to 1.2

9.      What is limiting velocity (self-cleansing velocity)? Explain its role in sewers.

Ans. Minimum velocity at which zero silt deposition takes place is called self-cleansing velocity. The velocity in a sewer should be such that there is no deposition of silt, organic and inorganic matter, and any other solid matter of the sewage. The self-cleansing velocity depends on the nature of suspended matter in sewage and size of sewer.
-          In case of separate sewer a minimum of 0.6 m/s should be maintained.
-          A velocity of 0.9 m/s would be very acceptable.
-          The velocity of flow should not be less than 0.75 m/s in case of combined sewer.
Self-Cleansing Velocities
Diameter of Sewer (mm)
Velocity (m/s)
150 to 250
1.00
300 to 600
0.75
Above 600
0.60

10.  Define sewer grades.

Ans. The sewage flows in the sewers under gravitational force only, which is obtained by laying the sewers on slope or grade. The designer has to determine the optimum slope or grade at which the sewers are to be laid, so self-cleansing velocity is developed in the sewage flow. Usually the pipe sewer for house should be from 1 in 40 to 1 in 80.
The gradient depends on the following factors:
o   Nature of ground
o   Diameter of sewer
o   Allowable maximum and minimum velocities
o   Quantity of sewage.

11.  Enumerate about minimum size of a sewer.

Ans. The minimum size of a public sewer should not be less than 150 mm diameter. Generally, 200 mm diameter is provided, but in hilly areas for a maximum slope it may be 100 mm diameter. For domestic sewers, the smaller the diameter the greater the slope. Hence larger diameter sewers are preferred.

Problem: Refer text books and previous question paper 
Reference:
·         Water supply and Sanitary Engineering, by Rangwala, New Delhi, India.
·         Environmental Engineering II, by B.C. Punmia, Pande, B.B. Lal. Lakshmi Publications, New Delhi, India.
·         Water supply and Sanitary Engineering, by Birde.

Friday 1 January 2016

Sanitary Engineering

               Introduction to Sanitary Engineering


1.      What is Sanitary Engineering?
-          Explain Sanitary Engineering and mention its importance. (Dec 2006 5m)
Ans. Sanitary engineering is defined as the branch of public health engineering which deals with the removal and disposal of the sewage (liquid waste) without causing nuisance to the society by preventing communicable diseases.
Following are the importance of Sanitary Engineering:
·         To protect water supply from pollution.
·         To collect and dispose-off the waste of the city.
·         To remove rain water from city/town.
·         To prevent the pollution of water resources.
·         To maintain healthy environment.
·         To prevent the occurrence of disease. Ex:  Malaria, typhoid, etc.

2.      Explain the Principles of sanitation.
Ans. The following are the Principles of sanitation:
a)      Collection: The waste matters like garbage and sewage should be removed as early as possible after its formation.
b)      Conveyance: The collected waste is removed by providing underground conduits up to the disposal works so that it may not create nuisance to the public.
c)      Building Orientation: It should provide fresh air and sufficient light in all the rooms of a building and buildings should be made damp-proof.
d)     Water requirements: Water supply should be regular and sufficient so that the flushing of lavatories may be done properly.
e)      Disposal: The sewage must be disposed-off in a satisfactory manner after making it harmless.

3.      What is refuse? Explain its various categories. (May 2010 5m)
-          List the components of refuse.
-          What is meant by garbage?
Ans. The term refuse is used to indicate what is rejected or left over as waste. It is divided into five categories:
a)      Garbage: The garbage includes all sorts of bio-degradable organic wastes obtained from kitchens, hotels, restaurants, etc. The waste articles of food, vegetables, fruits, peeling waste meat, etc. is called garbage. It may be solid or semi-solid.
b)      Sullage:  The term is used to indicate the waste water from bathrooms, kitchens, etc. It is merely waste water and does not create bad smell.
c)      Sewage: The term sewage is used to indicate the liquid waste from the community and it includes sullage, discharge from latrines, urinals, stables, industrial waste and storm water, etc.
d)     Storm water: The term is used to indicate rain water.
e)      Sub-soil water: This indicates the ground water which finds its entry into sewers through leaks.

4.      List out the aims and objectives of sewage disposal.
-          What are the objects of sewage disposal?
Ans. The following are the aims and objectives of sewage disposal:
1)      Proper disposal of human excreta to a safe place, before it decomposes.
2)      To drain out all types of wastes from the locality so that mosquitoes, flies, bacteria, etc. may not breed.
3)      Final disposal of sewage on land or in nearby water courses after some treatment so that the receiving land or water is not polluted.
4)      As far as possible the fertilizing elements of sewage may be used for growing crops through sewage forming and get the benefit of income, in addition to disposal of sewage.
5)      If the sewage is disposed-off on land, it should be treated to the extent that it does not affect the subsoil.

5.      Explain the methods of sewage collection.
Ans. The collection works are meant for collecting all types of waste products. The solid and liquid wastes are collected and conveyed to suitable spots for treatment and disposal. The following are the two types of sewage collection methods:
a.      Conservancy System:
·         This is also called as dry system. In this system, different types of wastes, wet or dry, foul or non-foul are collected manually and transported in vehicles to the points of ultimate disposal. 
·         At the dumping ground, the garbage is separated in to two categories, such as flammable and inflammable.
·         The waste water from kitchens, bathrooms, etc., are carried separately in open or closed drain up to the disposal.
·         This system is out of date in modern cities. It is, however, still adopted in small towns, villages, etc.

b.      Water Carriage System:
·         In this system, the wastes from water closets get mixed with sufficient quantity of water by flushing and this water is used to transport the wastes for treatment and disposal.
·         The sewage formed in this system will consist of 99.9% of water and remaining 0.1% of solid matters.
·         This method is very advantageous and is universally employed in practice.

6.      Discuss the merits and demerits of conservancy and water carriage systems.
-          List down the advantages and disadvantages of methods of sewage collection.
Ans. The following are the advantages and disadvantages of Conservancy system.
Advantages:
a)      It is cheaper in initial cost.
b)      The storm water can pass in open drains and conservancy latrines are economical.
c)      The quantity of sewage to be treated is low.
d)     There will not be silting or deposition in sewers
e)      If water level at outfalls increases in case of floods then the pumping of sewage will not be costly.

Disadvantages:
a)      In crowded lanes it is very difficult to lay two different sewers.
b)      Construction of roadside drains, cause great inconvenience to the traffic.
c)      More land is required to bury human excreta.
d)     The building cannot be designed as one compact unit.
e)      There is possibility of liquid refuse reaching the subsoil surface
f)       It pollutes the underground water.
g)      It can spoil the aesthetic appearance of a city.
h)      Decomposition of sewage causes insanitary conditions which is dangerous to health.
i)        This system completely depends on manual laborers.

The following are the advantages and disadvantages of Water carriage system.
Advantages:
a)      This is a hygienic method of collection.
b)      The risk of epidemics is reduced.
c)      This system can obtain self-cleansing velocity even at less gradients.
d)     It can take more quantity of sewage.
e)      For disposal, the land area required is less.
f)       This allows the construction of latrines and bath rooms together.
g)      This occupies less space which leads to compact design.
h)      It does not depend on manual labors quite often.
i)        The sewage after proper treatment can be used for various purpose.
j)        It can be used as manure.

Disadvantages:
a)      Initial cost is very high.
b)      The maintenance cost is more.
c)      During the monsoon season, a large volume of sewage has to be treated, whereas a very small volume has to be treated during the rest of the year.
d)     In case of any break of water supply, the system is highly affected. 

7.      Give a comparison between conservancy and water carriage system. (Nov 2006 5m, Nov 2007 5m, May 2008 5m)
Ans. The comparison between conservancy and water carriage system are given below:
Sl. No.
Conservancy System
Water Carriage System
1
Very low initial cost
Costly initial cost
2
It reduces aesthetic appearance of the city
Better aesthetic appearance of the city
3
Latrines should be constructed far away from the buildings due to foul smell
Latrines remain clean and hygienic since water is used abundantly for flushing
4
Compact design of building is not possible
Buildings can be designed compact
5
Large area is required for disposal
Less area is required
6
If excreta is not removed immediately it starts giving out bad smell
Excreta is removed immediately with flush of water
7
Chances of underground water pollution is high
There is no risk of pollution of underground water

8.      Define the following
a.       Sewer: A pipe or conduit or drains which carries sewage.

b.      Sewerage: The network of collecting and conveying sewage by water carriage system through the underground sewers is known as sewerage.

c.       Rubbish: it means all the unwanted solid wastes as paper, leaves, grass, broken furniture, waste building material and debris, etc., comparatively inert in chemical action. Most of these types of wastes are discarded on a regular basis from homes, offices and commercial buildings.

d.      Dry weather flow (D.W.F): The flow of sewage during the dry season of the year is termed as dry weather flow.

e.       Wet weather flow (W.W.F): The flow of sewage during the rainy season is termed as Wet weather flow.

f.       Invert: The lowermost level or surface of a sewer is known as its invert.

g.      Drain: It is a pipe carrying sewage plus rain water. Open drains, however carrying only rainwater and sullage.

h.      Septic sewage: This indicates sewage undergoing the treatment process.

i.        Weak or Dilute sewage: This term is used for sewage containing less suspended solid matters.

j.        Trunk sewage: The sewer which receives the discharge from two or more main sewers is known as trunk sewage.

k.      Soil waste: This is the discharge from water closets, urinals, sinks, cowsheds, gullies, and other such sources.

l.        Sanitary sewer: It is a sewer which carries sanitary sewage and it avoids carry of storm sewage, surface water and ground water.

m.    Outfall sewers: The length of main or trunk sewer between the connection of the lowest branch and final point of disposal.

n.      Intercepting sewer: It is the sewer that intercepts the discharge from a number of main or outfall sewers and carries the flow to the point of treatment and disposal.

o.      Relief or overflow sewer: The sewer which carries the excess discharge from existing sewer is termed as relief sewer.

(NOTE: For more details on terminologies and its definitions refer Environmental Engineering-II by H.S. Vishwanath, Pg no. 02 to 05).

Reference:
·         Water supply and Sanitary Engineering, by Rangwala, New Delhi, India.
·         Environmental Engineering II, by B.C. Punmia, Pande, B.B. Lal. Lakshmi Publications, New Delhi, India.
·         Water supply and Sanitary Engineering, by Birde.