it is help full for GTU Student

2. 7th Sem
PROJECT
PRESENTATION
DEPARTMENT OF
CIVIL ENGINEERING

3. “DRAINAGE SYSTEM FOR
HINGLAJPURA VILLAGE”

4. Group Members of
Project
GUIDED BY …… PROFFESOR R.D.PATEL Sir
SR.
NO.
STUDENT’S
NAME
ENROLLMENT
NO.
1 PRAJAPATI JAIMIN V. 140650106051
2 PATEL ALPIT P. 150650106019
3 PATEL CHIRAG R. 150650106022
4 PATEL HARSH G. 150650106023
5 PATEL HIREN M. 150650106024
6 PATEL RITU K. 150650106027

5. CONTENTS
1. ABSTRACT
2. PROJECT BACKGROUND
3. INTRODUCTION
4. LITERATURE REVIEW
5. OBJECTIVES
6. PROJECT WORK
7. SCOPE OF WORK
8. CONCLUSION
9. REFRENCE
10. PHOTOS

6. • At present there is a wide gap in drainage facility available in urban,
suburban and rural areas of our country. Majority of the population of our
country still stays in rural & suburban areas, where drainage facility is not
available as per the standards. Our project is on DRAINAGE SYSTEM FOR
HINGLAJPURA VILLAGE, TA: MEHSANA. Drainage is the system or
process by which water or other liquids are drained from a place. In a simple
word it is conveyance system of wastewater, human excreta etc. In drainage
system, wastewater is drained out which may be rainwater, sewer etc. In this
semester, we checked different levels of roads and then creating map of
whole village containing level line,readings,etc.
• HINGLAJPURA village having population of 2011 as 1049 Persons drainage
system generated as 0.39 MLD .we have calculated population of 2041 as
2378 persons from that total drainage generated as 0.89 MLD.
1. ABSTRACT

7. IDEA
START WORK
THE INFORMATION WITH THE HELP OF GOOGLE
DISCUSS ABOUT PROJECT TITLE
DECIDE TOPROJECT TITLE,ABSTAC,OBJECTIVE,KEYWORDS
COLLECT INFORMATION REGARDING PROJECT WORK
PREPARING OBSERVATION MATRIX ,IDEATION CANVASAND PRODUCT
DEVELOPMENT CANVAS SHEET
TAKEN LEVEL OF VILLAGE IN 7 DAYS
PREPARED THE LEVEL SHEET
CHECKED THE LEVEL OF ROAD SURFACE , L-SECTION AND
DRAWING THE DRAINAGE PLAN OF VILLAGE
GIVEN THE CONCLUSION

8. 2. PROJECT BACKGROUND
1. From few last years, there were many project held by
government on ‘Drainage works’ to provide better and
comfortable living standards of people and development of
nation.
2. Same as our project is related to ‘DRAINAGE SYSTEM
FOR HINGLAJPURA VILLAGE TA: MEHSANA’ to
suggest accuracy result and give idea about drainage
installation in future after detailed study

9.  There are many concern about drainage. The term ‘Drainage’
is hardly related to the irrigation and water engineering.
 Drainage is the channel to carry of wastewater from houses,
industry, farms etc.
 It may be surface or underground.
3.0 INTRODUCTION

10. DEFINATION
“Drainage is the natural or artificial
removal of surface and sub surface water
from an area. Many agricultural soils need
drainage to improve production or to
manage water supplies.”

11. HISTORY OF DRAINAGE
SYSTEM
 The ancient Indus system of
sewage and drainage this were
developed and used in cities and
town through the civilization.
 Harappa and Mohenjo-Daro were
the best example of an ancient
sewage system.
 The best features of Harappa
civilization is that people at
constructed their drainage system
on very scientific lines.
 The drainage system of Mohenjo-
Daro is so complex that , it wasn't
so found anywhere.

12. VILLAGE PROFILE
Geography
• Hinglajpura has an average elevation of 95meters above
Sea Level.

13. • The pin code of Hinglajpura village is 384410.
• Hinglajpura village is located in Mahesana district in Gujarat,
India.
• Hinglajpura has a total population of 1049 peoples.
• There are about 267 houses in Hinglajpura village.
• Hinglajpura is near by Motap Cross road which is placed on
Mehsana (Mahesana)-Modhera (Sun temple) State Highway.
Motap cross road is 12 Km.away from Mehsana (Modhera
CrossRoad-Chowkdi). Now Hinglajpura is 1.125 Km.away from
Motap CrossRoad..on Left to Maguna . Which is also located on
Dhinoj - Mitha State road. You can also reach there from Mitha
village, which is placed on Mehsana-Becharaji Road. Hinglajpura
is 3.5 Km. away from Mitha..after Magunavillage.There is Temple
of Goddess Hinglaj.

14. POPULATION OF DHAMANVA VILLAGE
Sr. No. Census Population
1 1991 415
2 2001 669
3 2011 1049
0
200
400
600
800
1000
1200
1991 2001 2011
POPULATION
Population

15. 4.0 LITERATURE REVIEW
 Classification of drains :-
 The drains mainly classified in three groups:-
1 } According to construction :-
 Natural drains
 Artificial drains
2} According to function
 Open drains
 Surface drains
 Sub-Surface drains
CONTINUE......

16. 3} According to implementation:-
 House drains
 Industrial drains
 Roadside drains
 Agriculture drain

17. METHODOLOGY
 Mainly two method are used:-
1) THE HEIGHT OF INSTRUMENT METHOD (HI) :-
RL of HI = RL of BM + BS.
RL of intermediate point = RL of HI – IS
RL of change point = RL of HI – FS.
2) RISE AND FALL METHOD :-
 POPULATION FORECASTING:-
• These following are the standard methods by which the
forecasting of population is done:-
•Arithmetical method
•Geometrical method
•Incremental increase method

18. -: THE HEIGHT OF INSTRUMENT METHOD (HI) :-
•It consist of finding the elevation of the plane of collimation ( H.I.) for every set up of the
instrument, and then obtaining the reduced level of point with reference to the respective
plane of collimation. 1. Elevation of plane of collimation for the first set of the level
determined by adding back side to R.L. of B.M.
• The R.L. of intermediate point and first change point are then obtained by starching the
staff reading taken on respective point (IS & FS) from the elation of the plane collimation.
[H.I.]
• When the instrument is shifted to the second position a new plane collimation is set up.
The elevation of this plane is obtained by adding B.S. taken on the C.P. From the second
position of the level to the R.L. C.P. The R.L. of successive point and second C.P. are found
by subtract these staff reading from the elevation of second plane of collimation
Arithmetical check Sum of B.S. – sum of F.S. = last R.L. – First R.L. This method is simple
and easy. Reduction of levels is easy. Visualization is not necessary regarding the nature of
the ground. There is no check for intermediate sight readings This method is generally used
where more number of readings can be taken with less number of change points for
constructional work and profile leveling.

19. -:RISE AND FALL METHOD :-
• Rise and Fall Method: It consists of determining the difference of elevation between
consecutive points by comparing each point after the first that immediately preceding
it. The difference between there staff reading indicates a rise fall according to the staff
reading at the point. The R.L is then found adding the rise to, or subtracting the fall
from the reduced level of preceding point. Arithmetic check Sum of B.S. – sum of F. S.
= sum of rise – sum of fall = last R. L. – first R.L. This method is complicated and is not
easy to carry out. Reduction of levels takes more time. Visualization is necessary
regarding the nature of the ground. Complete check is there for all readings. This
method is preferable for check levelling where number of change points are more.

20. Sr
No.
HI Method (Collimation plane) Rise and fall method
1 HI method is less tedious, more rapid and simple
method
Rise and fall method is more
tedious
2 In an HI method less calculation is required Rise and fall method more
calculation is required
3 HI method is less accurate Rise and fall method is more
accurate
4 There is no check on RL of intermediate points,
hence possibilities of more mistake in calculation
There is cross-check on each RL
of intermediate points, hence
possibilities of less mistake in
calculation
5 The error in the calculation of RL of any point is
not carried forward
The mistake made in the
calculation of RL of any point
will be carried forward
6 Used for calculation the RL of profile levelling
work, for preparation of contour map
Used for precise levelling, fly
levelling and check to level

21. 5.0 OBJECTIVES
1. Drainage Provides a Better Environment for Plant Growth.
2. Increased Microbial Decomposition.
3. Drainage Improves Physical Properties of the Soil.
4. Drainage Maintains Proper Soil Temperature.
5. Drainage Promotes Increased Leaching.
6. Less time of Labour Requirement.
7. Better Root System.
8. Crop damage at harvest time due to wet ground is prevented.

22. 6.0 PROJECT WORK
1. Study about village in commencement of project we
have studied the village profile in terms of
geological features.
2. To proceed the project work we have all ready
completed surveying works to determine R.L
various main branches.
3. We have prepare proper map of village.
4. We have also prepare sewage capita per demand.
5. We draw the map of HINGLAJPURA village with help
of AutoCAD
6. calculate a hydraulic design for drainage system for
HINGLAJPURA village.

23. CALCULATION OF POPULATION
FORECASING
SR NO METHOD 2011 2021 2031 2041
1 Arithmetic increase
Method
1049 1366 1683 2000
2 Geometrical Increases
Method
1049 1668 2651 4215
3 Incremental Increase
method
1049 1492 1935 2378
4 Averageof above
3 method
1049 1509 2090 2865

24.  SEWAGE DISCHARGE PER CAPITA:-
• Population of 2041 is 2378.
•Total average discharge of village per capita
For 2041,
= Population ×135×0.80
=0.256
•As the population for 2041is less than 10000, peak factor 3.5 So as
Total discharge = 0.256×3.5
=0.89 MLD

25. MERCHANT ENGINEERING COLLEGE,BASNA
CIVIL ENGINEERING DEPARTMENT
DRAINAGE SYSTEM FOR HINGLAJPURA VILLAGE
MAINLINE( Gam vas to Pond)
SERIES
OF
LEVEL
FROM NEAR LAKE TO NEAR POND
GROUP
DATE
READIN
G
HI RL REMARK
STATIO
N
CHAINA
GE B.S. I.S. F.S.
C1 0.825 100.825 100.000 100 = BM
00.00 2.851 97.974
10.00 1.410 99.415
20.00 1.900 98.925
30.00 1.285 99.540
40.00 1.365 99.460
50.00 1.360 99.465
60.00 1.580 1.330 101.075 99.495 Cp-1
70.00 1.545 99.530
80.00 1.460 99.615
90.00 1.570 99.505
100.00 1.310 99.765

26. 7.0 SCOPE OF WORK
1. To provide healthy environment.
2. The Hinglajpura village has been prepared which indicates
ground level at every 10m interval the plan would be very useful
to…
• Road construction.
• Storm water management in Hinglajpura village.
• Water supply.
3. The provision drainage system will eliminate the nuisance of
mosquitoes and other growing of bacteria is low.
4. Due to better drainage system, rate of illness will be
decreases and increase in living standard of people.

27. 8. CONCLUSION
• India has fourth largest economic in the world however, one factor which is drag on its
developments is the lack of world class infrastructure. India needs urgently bridge the
infrastructure gaps that industries people face every day. World class infrastructure
holds the key for India to become sustained development of entire country. Entire
project of “DRAINAGE SYSTEM OF HINGLAJPURA VILLAGE ” is an attempt to
improve drainage system of HINGLAJPURA village looking to following points.
• Due to increase in population of village and out skirt area developed surrounding the
village. Water demand in increased and will also increase in future.

28. 9. REFRENCE
•Drainage System Of Gadha Village.
•Google map & Google Earth.
•Environment Engineering Book (Mahajan Publication Book)
•Water & Waste Water Engineering Book (Mahajan
Publication Book).
•Map of HINGLAJPURA Village.

29. 10. PHOTOS