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Er.Neha Thakur
Lecturer (Civil)
JNGEC
IRRIGATION ENGINEERING
Lift Irrigation
 Lift irrigation is a method of irrigation in which
water is not transported by natural flow (as in
gravity-fed canal systems) but is lifted with
pumps or other means.
Flow Irrigation
 When the water is available at a higher level and
it is supplied to lower level,by the mere action of
gravity then it is called flow irrigation.
Tank Irrigation
 An irrigation tank or tank is an artificial reservoir
of any size, mainly in India.. It can also have a
natural or man-made spring included as part of a
structure.
Tank irrigation
Various methods of applying water to
crops:
 Border method
 Strip method
 Check basin
 Furrow method
 Sprinkler method
 Drip method
Border method
 Land is divided into a number of strips,separated
by low levees
 10 to 20m in width and 100 to 400m in length
Border Method
Check Flooding
 Water is controlled by surrounding the check area
with low and flat levees.
 Levees are connected with cross levees
 Check is filled with water at a fairly high rate and
allowed to stand until the water infiltrates.
Check flooding
Basin flooding
Basin flooding
Furrow Method
Furrow Irrigation
Sprinkle Method
 Water is applied to the soil in the form of a spray
through a networks of pipes and pumps
 It is a kind of an artificial rain
 Very costly process
Types of sprinkler systems
 Permanent system
 Semi-permanent
 Portable system
Sprinkler system
Drip Method
 Also called trickle irrigation
 Water is slowly and directly applied to the root
zone of the plants
 Less evaporation and perolation
Drip Method
Drip Method
Drip Method
Tank + sprinkler irrigation method
LIFT AND LAND IRRIGATION
 OPEN WELLS AND TUBE WELLS
 TYPES OF TUBE WELLS
 IRRIGATION FROM WELLS
 GROUND WATER FIELDS AND WELL
HYDRAULICS
WELLS
 A water well is a hole usually vertical, excavated
in the earth for bringing ground water to the
surface.
 Wells may be classified into two types:
(1) open wells
(2) tube wells
OPEN WELLS
 Open wells are generally open masonry wells
 Having bigger diameter
 Are suitable for low discharge of order of 1-5 liters
per second
 Diameter of open wells vary from 2 to 9 m and
less than 20m in depth
 The walls of an open well may be built of precast
concrete ring or brick or stone masonry.
 Yield of an open well is limited because wells can
be excavated to a limited depth.
OPEN WELLS
Open well fitted with hand pump
OPEN WELLS
 Open wells may be classified into two types:
(1) Shallow open wells
(2) Deep open wells
Methods of lifting water from open
wells:
 Denkli
 Churus or Mote
 Persian Wheel or Rehat
 Pumps
Persian Wheel or Rehat
 This arrangement uses animal labour
 Very suitable for wells of 12 to 20 m depth.
 it consists of an endless chain of buckets made
of G.I sheets
 Chain is mounted on a drum
 Drum is connected by means of a horizontal axle
rod to a toothed wheel
Tubewells
 To obtain larger discharge mechanically tubewells
are used
 Tubewell is a long pipe or a tube ,is bored or
drilled deep into the ground,intercepting one or
more water bearing stratum.
 In tubewells larger discharge can be obtained
Types of tubewells
 Cavity type tubewells
 Screen type tubewells
 Cavity type tubewells:
1. Cavity type tubewell draws water from the
bottom of the well,not from the sides
2. Very economical,as it requires only plain well
pipe
3. Working of cavity type tubewell is similar to that
of a deep open well.
4. Used for small supplies particularly for domestic
supplies.
Screen type tubewells
 Most widely adopted
 Such a well can easily tap a number of aquifers
 Does not depends only on one aquifer like cavity
well.
 Divided into two types:
1. Strainer tubewells
2. slotted pipe gravel-pack tubewell
Strainer tubewell:
 A strainer tubewell uses strainer lengths lowered
into the bore hole and located opposite the water
bearing formation,whereas,plain pipe lengths are
located opposite the non water bearing formation.
 Water enters into the well through these strainers
from the sides
 Flow is radial
 A strainer type tubewell is generally unsuitable for
fine sandy strata
Slotted pipe gravel pack tubewell
 Slotted pipe is not covered by any wire mesh
 A mixture of gravel and bajri is poured into the
bore hole between the well pipe assembly and
the casing pipe
 Waste Treatment in the Food Processing
Industry
 edited by Lawrence K. Wang, Yung-Tse Hung,
Howard H. Lo, Constantine Yapijakis

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IRRIGATION_ENGINEERING.pptx

  • 2. Lift Irrigation  Lift irrigation is a method of irrigation in which water is not transported by natural flow (as in gravity-fed canal systems) but is lifted with pumps or other means.
  • 3. Flow Irrigation  When the water is available at a higher level and it is supplied to lower level,by the mere action of gravity then it is called flow irrigation.
  • 4. Tank Irrigation  An irrigation tank or tank is an artificial reservoir of any size, mainly in India.. It can also have a natural or man-made spring included as part of a structure.
  • 6. Various methods of applying water to crops:  Border method  Strip method  Check basin  Furrow method  Sprinkler method  Drip method
  • 7. Border method  Land is divided into a number of strips,separated by low levees  10 to 20m in width and 100 to 400m in length
  • 9. Check Flooding  Water is controlled by surrounding the check area with low and flat levees.  Levees are connected with cross levees  Check is filled with water at a fairly high rate and allowed to stand until the water infiltrates.
  • 15. Sprinkle Method  Water is applied to the soil in the form of a spray through a networks of pipes and pumps  It is a kind of an artificial rain  Very costly process Types of sprinkler systems  Permanent system  Semi-permanent  Portable system
  • 17. Drip Method  Also called trickle irrigation  Water is slowly and directly applied to the root zone of the plants  Less evaporation and perolation
  • 21. Tank + sprinkler irrigation method
  • 22. LIFT AND LAND IRRIGATION  OPEN WELLS AND TUBE WELLS  TYPES OF TUBE WELLS  IRRIGATION FROM WELLS  GROUND WATER FIELDS AND WELL HYDRAULICS
  • 23. WELLS  A water well is a hole usually vertical, excavated in the earth for bringing ground water to the surface.  Wells may be classified into two types: (1) open wells (2) tube wells
  • 24. OPEN WELLS  Open wells are generally open masonry wells  Having bigger diameter  Are suitable for low discharge of order of 1-5 liters per second  Diameter of open wells vary from 2 to 9 m and less than 20m in depth  The walls of an open well may be built of precast concrete ring or brick or stone masonry.  Yield of an open well is limited because wells can be excavated to a limited depth.
  • 26. Open well fitted with hand pump
  • 27. OPEN WELLS  Open wells may be classified into two types: (1) Shallow open wells (2) Deep open wells
  • 28. Methods of lifting water from open wells:  Denkli  Churus or Mote  Persian Wheel or Rehat  Pumps
  • 29. Persian Wheel or Rehat  This arrangement uses animal labour  Very suitable for wells of 12 to 20 m depth.  it consists of an endless chain of buckets made of G.I sheets  Chain is mounted on a drum  Drum is connected by means of a horizontal axle rod to a toothed wheel
  • 30. Tubewells  To obtain larger discharge mechanically tubewells are used  Tubewell is a long pipe or a tube ,is bored or drilled deep into the ground,intercepting one or more water bearing stratum.  In tubewells larger discharge can be obtained
  • 31. Types of tubewells  Cavity type tubewells  Screen type tubewells  Cavity type tubewells: 1. Cavity type tubewell draws water from the bottom of the well,not from the sides 2. Very economical,as it requires only plain well pipe 3. Working of cavity type tubewell is similar to that of a deep open well. 4. Used for small supplies particularly for domestic supplies.
  • 32. Screen type tubewells  Most widely adopted  Such a well can easily tap a number of aquifers  Does not depends only on one aquifer like cavity well.  Divided into two types: 1. Strainer tubewells 2. slotted pipe gravel-pack tubewell
  • 33. Strainer tubewell:  A strainer tubewell uses strainer lengths lowered into the bore hole and located opposite the water bearing formation,whereas,plain pipe lengths are located opposite the non water bearing formation.  Water enters into the well through these strainers from the sides  Flow is radial  A strainer type tubewell is generally unsuitable for fine sandy strata
  • 34. Slotted pipe gravel pack tubewell  Slotted pipe is not covered by any wire mesh  A mixture of gravel and bajri is poured into the bore hole between the well pipe assembly and the casing pipe
  • 35.  Waste Treatment in the Food Processing Industry  edited by Lawrence K. Wang, Yung-Tse Hung, Howard H. Lo, Constantine Yapijakis