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ENVIRONMENTAL ENGINEERING
HOUSE DRAINAGE SYSTEM
Prepared by:-
AKASH V. MODI
Assistant Professor
Civil Engg. Dept.
Merchant Engineering College, Basna
INTRODUCTION
 The latrines, bathrooms, sinks, wash basins etc.
are the important components of a house.
 The wastewater from latrines, bathrooms, sinks and
washbasins is to be properly disposed into the
municipal sewers. It is necessary to construct a
system of conveyance of wastewater from latrines,
bathrooms, kitchens and washbasins and disposal
to the municipal sewer. This system is known as
house drainage system.
DEFINITIONS
 Sewage:
 The wastewater coming from latrines and
containing human excreta is known as sewage.
o Sullage:
 The wastewater coming from bathrooms and
kitchens which does not contain faecal matter is
known as sullage.
o Sewer:
 A pipe carrying sewage/wastewater is called sewer.
DEFINITIONS
 Soil pipe:
 It is the pipe carrying sewage from latrines.
o Waste pipe:
 It is the pipe carrying sullage from bathrooms,
kitchens, sinks, wash basins etc.
o Sewerage system:
 A system of sewers of different types and sizes in a
town collecting wastewater from the town and
carrying it to the wastewater treatment plant.
PRINCIPLES OF HOUSE DRAINAGE
i. House sewers should be preferably laid by side of
the building to facilitate easy repair and better
maintenance.
ii. House sewer joints should be leak proof because
leakage if any shall create an odour problem and
leaked wastewater shall infiltrate in the ground
and shall reduce bearing capacity of soil below
foundation, which is not desirable.
iii. The sewage or sullage should flow under force of
gravity.
iv. The house sewer should always be straight.
PRINCIPLES OF HOUSE DRAINAGE
v. The entire system should be well ventilated from
start to the end.
vi. The house sewer should be connected to the
manhole such that the invert level is sufficiently
higher to avoid back flow of sewage in house
sewer.
vii. As far as possible avoid laying sewers in walls.
viii. Whenever there is change in direction of sewer
line in the building, provide impaction chamber at
the junction.
HOUSE DRAINAGE PLAN
 Important points to be considered while preparing
house drainage plan are:
1) Drainage layout plan should be as simple as
possible. Pipes should be laid in straight line.
2) Both horizontal as well as vertical pipes shall be
laid in straight lines as far as possible.
3) Where there is change in direction of pipe,
inspection chamber or manhole should be
provided.
HOUSE DRAINAGE PLAN
(4) Sewers should not be laid under a building to
avoid risk of decrease in bearing capacity in case
of continuous leakage of sewage from joints. The
leaked sewage percolates in the soil and
increases moisture content of soil below the
foundation. Increased moisture content decreases
bearing capacity which is not desirable.
(5) Pipes should be laid at proper gradient and proper
size. The usual sizes of house sewers are 100
mm, 150 mm, 230 mm and 300 mm. They should
be laid with such a gradient that there is no
deposition of solid matter.

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House drainage system

  • 1. ENVIRONMENTAL ENGINEERING HOUSE DRAINAGE SYSTEM Prepared by:- AKASH V. MODI Assistant Professor Civil Engg. Dept. Merchant Engineering College, Basna
  • 2. INTRODUCTION  The latrines, bathrooms, sinks, wash basins etc. are the important components of a house.  The wastewater from latrines, bathrooms, sinks and washbasins is to be properly disposed into the municipal sewers. It is necessary to construct a system of conveyance of wastewater from latrines, bathrooms, kitchens and washbasins and disposal to the municipal sewer. This system is known as house drainage system.
  • 3. DEFINITIONS  Sewage:  The wastewater coming from latrines and containing human excreta is known as sewage. o Sullage:  The wastewater coming from bathrooms and kitchens which does not contain faecal matter is known as sullage. o Sewer:  A pipe carrying sewage/wastewater is called sewer.
  • 4. DEFINITIONS  Soil pipe:  It is the pipe carrying sewage from latrines. o Waste pipe:  It is the pipe carrying sullage from bathrooms, kitchens, sinks, wash basins etc. o Sewerage system:  A system of sewers of different types and sizes in a town collecting wastewater from the town and carrying it to the wastewater treatment plant.
  • 5. PRINCIPLES OF HOUSE DRAINAGE i. House sewers should be preferably laid by side of the building to facilitate easy repair and better maintenance. ii. House sewer joints should be leak proof because leakage if any shall create an odour problem and leaked wastewater shall infiltrate in the ground and shall reduce bearing capacity of soil below foundation, which is not desirable. iii. The sewage or sullage should flow under force of gravity. iv. The house sewer should always be straight.
  • 6. PRINCIPLES OF HOUSE DRAINAGE v. The entire system should be well ventilated from start to the end. vi. The house sewer should be connected to the manhole such that the invert level is sufficiently higher to avoid back flow of sewage in house sewer. vii. As far as possible avoid laying sewers in walls. viii. Whenever there is change in direction of sewer line in the building, provide impaction chamber at the junction.
  • 7. HOUSE DRAINAGE PLAN  Important points to be considered while preparing house drainage plan are: 1) Drainage layout plan should be as simple as possible. Pipes should be laid in straight line. 2) Both horizontal as well as vertical pipes shall be laid in straight lines as far as possible. 3) Where there is change in direction of pipe, inspection chamber or manhole should be provided.
  • 8. HOUSE DRAINAGE PLAN (4) Sewers should not be laid under a building to avoid risk of decrease in bearing capacity in case of continuous leakage of sewage from joints. The leaked sewage percolates in the soil and increases moisture content of soil below the foundation. Increased moisture content decreases bearing capacity which is not desirable. (5) Pipes should be laid at proper gradient and proper size. The usual sizes of house sewers are 100 mm, 150 mm, 230 mm and 300 mm. They should be laid with such a gradient that there is no deposition of solid matter.