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HYDROLOGY & IRRIGATION ENGINEERING
18CV63
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Course Outcomes
1. Understand the significance of hydrology,
components, precipitation measurement and analysis.
2. Identify the different losses in precipitation and its
analysis.
3. Estimate runoff and develop unit hydrographs.
4. Illustrate the different systems of irrigation and
compute water requirements of crops.
5. Explain reservoirs, canals and design the canal
capacity by Kennedy's and Lacey's method.
Module-I
 Hydrology: Introduction, Importance of hydrology, Global
and Indian water availability, Practical application of
hydrology, Hydrologic cycle (Horton’s) qualitative and
engineering representation.
 Precipitation: Definition, Forms and types of precipitation,
measurement of rain fall using Symon’s and Syphon type
of rain gauges, optimum number of rain gauge stations,
consistency of rainfall data (double mass curve method),
computation of mean rainfall, estimation of missing data,
presentation of precipitation data, moving average curve,
mass curve, rainfall hyetographs.
Module-II
 Losses: Evaporation: Introduction, Process, factors affecting
evaporation, measurement using IS class-A Pan, estimation
using empirical formulae (Meyer’s and Rohwer’s equations)
Reservoir evaporation and control
 Evapo-transpiration: Introduction, Consumptive use, AET,
PET, Factors affecting, Measurement, Estimation by Blaney-
Criddle equation
 Infiltration: Introduction, factors affecting infiltration capacity,
measurement by double ring infiltrometer, Horton’s infiltration
equation, infiltration indices.
Module-III
 Runoff: Definition, concept of
catchment, factors affecting
runoff, rainfall – runoff
relationship using regression
analysis.
 Hydrographs: Definition,
components of hydrograph,
base flow separation, unit
hydrograph, assumption,
application and limitations,
derivation from simple storm
hydrographs, S curve and its
computations, Conversion of
UH of different durations
Module-IV
 Irrigation: Definition.
Benefits and ill effects of
irrigation. System of
irrigation: surface and
ground water, flow
irrigation, lift irrigation,
Bandhara irrigation.
 Water Requirements of
Crops: Duty, delta and
base period, relationship
between them, factors
affecting duty of water
crops and crop seasons in
India, irrigation efficiency,
Module-V
 Canals: Types of canals,
Alignment of canals.
Definition of gross command
area, cultural command
area, intensity of irrigation,
time factor, crop factor,
unlined and lined canals,
standard sections, design of
canals by Lacey's and
Kennedy's method.
 Reservoirs: Definition,
investigation for reservoir
site, storage zones,
determination of storage
capacity using mass curves,
economical height of dam.
WHY HYDROLOGY ?
WHY IRRIGATION ?
HYDROLOGY
 Hydrology means the science of
water. It is the science that deals with
the occurrence, circulation and
distribution of water of the earth and
earth's atmosphere.
 Definition by Wisler and Brater
 The science that deals with processes
governing the depletion and
replenishment of water resources of
the land areas of the earth.
Hydrology is a interdisciplinary
science
Hydrology
Physics, Chemistry, Biology, Geology, Fluid Mechanics, Mathematics, Probability,
Statistics
Surface Water Ground Water Water affects plants and
animals
DESCRIPTIVE REPRESENTATION OF THE HYDROLOGIC CYC
Hydrologic cycle consists of various complicated
processes
• Precipitation
• Interception
• Evaporation
• Transpiration
• Infiltration
• Percolation
• Storage
• Runoff
QUALITATIVE REPRESENTATION OF THE HYDROLOGIC CYC
ENGINEERING REPRESENTATION OF THE HYDROLOGIC
CYCLE
Importance of hydrology
 Maximum probable flood that may
occur at a given site.
 Water yield from the basin.
 Groundwater development
 Maximum intensity of storm and its
frequency for the design of drainage
system
Practical application of
hydrology
 Design of hydraulic structures
 Municipal and industrial water supply
 Irrigation
 Hydropower
 Flood control
 Erosion and sediment control
 Navigation
World’s water resources
Global Water Resources
Global freshwater resources
Indian water availability
Rain gauge station : 3000 (IMD)
Indian Average rainfall : 120cm
Geographical area of the country : 3.28x106 km2
Total available water : 3916 km3 ≈ 4000 km3
Lost to atmosphere 700km3
Groundwater 2150km3
Surface runoff 1150km3
Total 4000km3
According to irrigation commission of India the total surface water in the
country is about 1800 km3
Depression storage 150km3
Diversion works and
pumping
150km3
Towards sea 1500km3
Total 1800km3
Precipitation
All forms of moisture that reaches the
earth surface from the atmosphere.
Usual forms are rainfall, snowfall, hail,
frost, dew
Of all these, only the first two contribute
significant amount of water.
Rainfall being the predominant form
causing stream flow and flood flow
Formation of precipitation
 Atmosphere must have moisture
 There must be sufficient nuclei present to aid condensation
 Weather conditions must be good for condensation of water
vapour to takes place
 Products of condensation must reach the earth
Forms of precipitation
 Rain : Size of the drop 0.5 to 6mm
Light rain – 2.5mm/h
Moderate rain – 2.5-7.5mm/h
Heavy rain - >7.5mm/h
 Snow : consist of ice crystals, density – 0.06-0.15g/cm3
 Drizzle : fine sprinkle of numerous water droplets
 Glaze : type of ice coating
 Sleet : precipitation of snow and rain simultaneously
 Hail : irregular pellets or lumps of size more than 8mm
 Dew : it forms directly by condensation on the ground
mainly during night when the surface has been cooled
by the outgoing radiation
Types of precipitation
1 Cyclonic precipitation
2 Orographic Precipitation
3 Convective precipitation
Cyclonic precipitation
A cyclone is a large low pressure region with circular wind
motion.
It is caused by the lifting of the air mass due to the pressure
difference.
Cold front : when cold air mass drives away a hot air mass.
Heavy rainfall
Warm front : if the hot air mass replaces the cold air mass
Distributed rainfall over a large area
Stationary front : Cold and warm air masses drawn
simultaneously to a low pressure area
Orographic Precipitation
Air masses which strikes some natural topographic
barriers like mountains and can not move forward and
hence rise up causing condensation and precipitation.
Heavy rainfall in the windward side
Convective precipitation
Air which is warmer than the surrounding air due to
localized heating rises because of lesser density.
The warm air continues to rise undergoes cooling
and results in precipitation.
Measurement of precipitation
1) Non recording rain gauges ( Symons gauge) : it
records the amount of rainfall only.
2) Recording rain gauges(Automatic rain gauges) : it
records the amount of rainfall and also provide the
information regarding when exactly the rain
commenced, when the rain ended, intensity of
rainfall.
a) Tipping bucket type
b) Weighing bucket type
c) Float type ( Siphons gauge)
Non recording rain gauge ( Symons gauge) :
Recording rain gauge (Siphons gauge)
Rainfall chart
Adequacy of rain gauge stations :
As per Indian standard recommendation
1. One gauge per 520km2 in plain areas.
2. One gauge per 260 - 390km2 in regions with
an average elevation of 1km above the sea
level.
3. One gauge per 130km2 in predominantly hilly
regions with heavy rainfall.
Optimum number of rain gauge stations
Computation of average
rainfall
1. Arithmetic mean method
2. Thiessen polygon method
3. Isohyetal method
Arithmetic mean method
Thiessen polygon method
gauge
rain gauge
rain gauge
rain gauge
rain gauge
rain gauge
Thiessen polygon method
Isohyetal method
Normal ratio method
consistency of rainfall data (double mass curve method)
It is used to test the consistency of rainfall record
at any raingauge stations.
P’ = (tan’/tan) x P
Where,
P – observed rainfall at
station X in the same year
tan’ – slope of the adjusted
mass curve
tan - slope of the
unadjusted mass curve
P’ – adjusted rainfall of
station X in any year
Assignment problem
Refer Jaya Ramy Reddy Text book
Page No. : 138
Rainfall hyetograph
Moving Average Curve
Used to identify the long term trend or patterns in the
rainfall

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Introduction to Hydrology & Precipitation - Module - 1.pptx

  • 1. HYDROLOGY & IRRIGATION ENGINEERING 18CV63 Click to add text
  • 2. Course Outcomes 1. Understand the significance of hydrology, components, precipitation measurement and analysis. 2. Identify the different losses in precipitation and its analysis. 3. Estimate runoff and develop unit hydrographs. 4. Illustrate the different systems of irrigation and compute water requirements of crops. 5. Explain reservoirs, canals and design the canal capacity by Kennedy's and Lacey's method.
  • 3. Module-I  Hydrology: Introduction, Importance of hydrology, Global and Indian water availability, Practical application of hydrology, Hydrologic cycle (Horton’s) qualitative and engineering representation.  Precipitation: Definition, Forms and types of precipitation, measurement of rain fall using Symon’s and Syphon type of rain gauges, optimum number of rain gauge stations, consistency of rainfall data (double mass curve method), computation of mean rainfall, estimation of missing data, presentation of precipitation data, moving average curve, mass curve, rainfall hyetographs.
  • 4. Module-II  Losses: Evaporation: Introduction, Process, factors affecting evaporation, measurement using IS class-A Pan, estimation using empirical formulae (Meyer’s and Rohwer’s equations) Reservoir evaporation and control  Evapo-transpiration: Introduction, Consumptive use, AET, PET, Factors affecting, Measurement, Estimation by Blaney- Criddle equation  Infiltration: Introduction, factors affecting infiltration capacity, measurement by double ring infiltrometer, Horton’s infiltration equation, infiltration indices.
  • 5. Module-III  Runoff: Definition, concept of catchment, factors affecting runoff, rainfall – runoff relationship using regression analysis.  Hydrographs: Definition, components of hydrograph, base flow separation, unit hydrograph, assumption, application and limitations, derivation from simple storm hydrographs, S curve and its computations, Conversion of UH of different durations
  • 6. Module-IV  Irrigation: Definition. Benefits and ill effects of irrigation. System of irrigation: surface and ground water, flow irrigation, lift irrigation, Bandhara irrigation.  Water Requirements of Crops: Duty, delta and base period, relationship between them, factors affecting duty of water crops and crop seasons in India, irrigation efficiency,
  • 7. Module-V  Canals: Types of canals, Alignment of canals. Definition of gross command area, cultural command area, intensity of irrigation, time factor, crop factor, unlined and lined canals, standard sections, design of canals by Lacey's and Kennedy's method.  Reservoirs: Definition, investigation for reservoir site, storage zones, determination of storage capacity using mass curves, economical height of dam.
  • 8. WHY HYDROLOGY ? WHY IRRIGATION ?
  • 9. HYDROLOGY  Hydrology means the science of water. It is the science that deals with the occurrence, circulation and distribution of water of the earth and earth's atmosphere.  Definition by Wisler and Brater  The science that deals with processes governing the depletion and replenishment of water resources of the land areas of the earth.
  • 10. Hydrology is a interdisciplinary science Hydrology Physics, Chemistry, Biology, Geology, Fluid Mechanics, Mathematics, Probability, Statistics Surface Water Ground Water Water affects plants and animals
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  • 16. DESCRIPTIVE REPRESENTATION OF THE HYDROLOGIC CYC
  • 17. Hydrologic cycle consists of various complicated processes • Precipitation • Interception • Evaporation • Transpiration • Infiltration • Percolation • Storage • Runoff
  • 18. QUALITATIVE REPRESENTATION OF THE HYDROLOGIC CYC
  • 19. ENGINEERING REPRESENTATION OF THE HYDROLOGIC CYCLE
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  • 21. Importance of hydrology  Maximum probable flood that may occur at a given site.  Water yield from the basin.  Groundwater development  Maximum intensity of storm and its frequency for the design of drainage system
  • 22. Practical application of hydrology  Design of hydraulic structures  Municipal and industrial water supply  Irrigation  Hydropower  Flood control  Erosion and sediment control  Navigation
  • 26. Indian water availability Rain gauge station : 3000 (IMD) Indian Average rainfall : 120cm Geographical area of the country : 3.28x106 km2 Total available water : 3916 km3 ≈ 4000 km3 Lost to atmosphere 700km3 Groundwater 2150km3 Surface runoff 1150km3 Total 4000km3 According to irrigation commission of India the total surface water in the country is about 1800 km3 Depression storage 150km3 Diversion works and pumping 150km3 Towards sea 1500km3 Total 1800km3
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  • 30. Precipitation All forms of moisture that reaches the earth surface from the atmosphere. Usual forms are rainfall, snowfall, hail, frost, dew Of all these, only the first two contribute significant amount of water. Rainfall being the predominant form causing stream flow and flood flow
  • 31. Formation of precipitation  Atmosphere must have moisture  There must be sufficient nuclei present to aid condensation  Weather conditions must be good for condensation of water vapour to takes place  Products of condensation must reach the earth
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  • 33. Forms of precipitation  Rain : Size of the drop 0.5 to 6mm Light rain – 2.5mm/h Moderate rain – 2.5-7.5mm/h Heavy rain - >7.5mm/h  Snow : consist of ice crystals, density – 0.06-0.15g/cm3  Drizzle : fine sprinkle of numerous water droplets  Glaze : type of ice coating  Sleet : precipitation of snow and rain simultaneously  Hail : irregular pellets or lumps of size more than 8mm  Dew : it forms directly by condensation on the ground mainly during night when the surface has been cooled by the outgoing radiation
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  • 43. Types of precipitation 1 Cyclonic precipitation 2 Orographic Precipitation 3 Convective precipitation
  • 44. Cyclonic precipitation A cyclone is a large low pressure region with circular wind motion. It is caused by the lifting of the air mass due to the pressure difference.
  • 45. Cold front : when cold air mass drives away a hot air mass. Heavy rainfall Warm front : if the hot air mass replaces the cold air mass Distributed rainfall over a large area Stationary front : Cold and warm air masses drawn simultaneously to a low pressure area
  • 46. Orographic Precipitation Air masses which strikes some natural topographic barriers like mountains and can not move forward and hence rise up causing condensation and precipitation. Heavy rainfall in the windward side
  • 47. Convective precipitation Air which is warmer than the surrounding air due to localized heating rises because of lesser density. The warm air continues to rise undergoes cooling and results in precipitation.
  • 48. Measurement of precipitation 1) Non recording rain gauges ( Symons gauge) : it records the amount of rainfall only. 2) Recording rain gauges(Automatic rain gauges) : it records the amount of rainfall and also provide the information regarding when exactly the rain commenced, when the rain ended, intensity of rainfall. a) Tipping bucket type b) Weighing bucket type c) Float type ( Siphons gauge)
  • 49. Non recording rain gauge ( Symons gauge) :
  • 50. Recording rain gauge (Siphons gauge)
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  • 55. Adequacy of rain gauge stations : As per Indian standard recommendation 1. One gauge per 520km2 in plain areas. 2. One gauge per 260 - 390km2 in regions with an average elevation of 1km above the sea level. 3. One gauge per 130km2 in predominantly hilly regions with heavy rainfall. Optimum number of rain gauge stations
  • 56. Computation of average rainfall 1. Arithmetic mean method 2. Thiessen polygon method 3. Isohyetal method
  • 58. Thiessen polygon method gauge rain gauge rain gauge rain gauge rain gauge rain gauge
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  • 70. consistency of rainfall data (double mass curve method) It is used to test the consistency of rainfall record at any raingauge stations. P’ = (tan’/tan) x P Where, P – observed rainfall at station X in the same year tan’ – slope of the adjusted mass curve tan - slope of the unadjusted mass curve P’ – adjusted rainfall of station X in any year
  • 71. Assignment problem Refer Jaya Ramy Reddy Text book Page No. : 138
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  • 74. Moving Average Curve Used to identify the long term trend or patterns in the rainfall