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Chapter 4 of 12

Evaporation, Transpiration & Consumptive Use

In the GSSSB Work Assistant Civil syllabus under Irrigation Engineering · 2 parts

📑 Contents (15 sections)

Part 1 of 2

Evaporation, Evapotranspiration & Infiltration

Last reviewed 16 Sept 2026 · 7 min read

Abstractions

Abstractions are the parts of precipitation that do not become direct runoff: evaporation, transpiration, interception, depression storage and infiltration. Rainfall minus abstractions gives effective (excess) rainfall.

Evaporation

Evaporation is the process by which water changes from liquid to vapour at a free water surface below its boiling point. It is a cooling process (latent heat is absorbed).

Factors affecting evaporation

Factor Effect
Vapour pressure difference Evaporation ∝ difference between saturation vapour pressure at water temperature and actual vapour pressure of air
Temperature Higher water and air temperature → more evaporation
Wind speed Removes saturated air → increases evaporation (up to a critical speed)
Atmospheric pressure Lower pressure (high altitude) → more evaporation
Dissolved salts Reduce evaporation (roughly 1% less for each 1% increase in specific gravity)
Depth and area of water body Deep water bodies store heat, shifting evaporation to colder months
FormulaEvaporation formulas

Dalton's law:

Meyer's formula (lake evaporation, mm/day):

, in mm of mercury; = monthly mean wind velocity (km/h) at about 9 m above ground; ≈ 0.36 for large deep waters and 0.50 for small shallow waters.

Wind speed at another height (1/7th power law):

Other approaches: water budget method, energy budget method and mass transfer method.

Evaporation pans

Pan Pan coefficient (average)
Class A land pan (US) 0.70
ISI standard pan (modified Class A) 0.80
Colorado sunken pan 0.78
USGS floating pan 0.80

Lake evaporation = × pan evaporation. Pans evaporate more than lakes because of their small size, heat exchange through the sides and differences in exposure.

The ISI (IMD) standard pan is a copper pan 1220 mm in diameter and 255 mm deep, painted white, covered with a wire mesh and mounted on a wooden stand.

Reduction of reservoir evaporation

  1. Reduction of surface area — deep reservoirs rather than wide, shallow ones.
  2. Mechanical covers — only for small tanks.
  3. Chemical films — monomolecular layers of cetyl alcohol (hexadecanol) or stearyl alcohol, which reduce evaporation without harming aquatic life.
  4. Wind breaks — tree lines on the windward side.
  5. Removing water-loving vegetation (phreatophytes) along the periphery.

Transpiration and evapotranspiration

  • Transpiration — water taken up by plant roots and released as vapour through leaf stomata; measured on a single plant by a phytometer.
  • Evapotranspiration (ET, consumptive use) — total evaporation from soil and water surfaces plus transpiration from vegetation.
  • Potential evapotranspiration (PET) — ET when water supply to plants is unlimited.
  • Actual evapotranspiration (AET) — ET under actual soil-moisture conditions; AET = PET only when soil moisture is at field capacity.
  • Reference crop ET () — PET of a standard grass (or alfalfa) surface; crop ET .

Measurement and estimation

  • Lysimeter — a tank of soil with vegetation, isolated from the surroundings; ET found from the water balance (weighing or non-weighing).
  • Field plots — water balance of an actual field.
  • Blaney–Criddle (monthly consumptive use, cm):

( = crop coefficient, = monthly percentage of annual daytime hours, = mean monthly temperature in °F.)

  • Thornthwaite — temperature-based monthly PET.
  • Penman (Penman–Monteith) — combines energy balance and aerodynamic terms; the most reliable physically based method (FAO recommended).
  • Hargreaves — radiation and temperature based.

Interception and depression storage

  • Interception — rainfall caught by vegetation and later evaporated; significant in forests and for light, short storms.
  • Depression storage — water held in small surface depressions, later evaporating or infiltrating; must be filled before overland flow starts.

Infiltration

Infiltration is the entry of water into the soil surface; percolation is its downward movement through the soil towards the water table.

  • Infiltration capacity — maximum rate at which a soil can absorb water at a given time.
  • Actual infiltration rate if rainfall intensity ; if .

Factors affecting infiltration capacity

Soil texture and structure; initial moisture content (dry soil infiltrates faster); vegetative cover (increases); compaction by rain impact, traffic and grazing (decreases); entrapped air; water temperature (viscosity); quality of water (suspended silt clogs pores); land use and surface crusting.

FormulaHorton's equation

= initial infiltration capacity, = final steady capacity, = decay constant.

Cumulative infiltration from 0 to :

Other models: Philip ; Kostiakov ; Green–Ampt (physically based).

Measurement of infiltration

  • Flooding-type infiltrometer — a ring (about 30 cm diameter) driven into the soil; water added to keep a constant head; rate of addition gives infiltration. The double-ring infiltrometer (inner about 30 cm, outer about 60 cm) reduces lateral-spread error — readings are taken in the inner ring.
  • Rainfall simulator — sprinklers apply artificial rain over a small plot; infiltration = rain − runoff; represents rain-impact effects better.

Infiltration indices

FormulaInfiltration indices
  • φ-index — the constant rate of loss above which all rainfall becomes runoff (volume of rainfall above the φ line = volume of runoff):
  • W-index — average infiltration rate during the period when rainfall intensity exceeds infiltration capacity, excluding initial losses:

( = duration of rainfall excess). W-index ≤ φ-index.

  • — for very wet conditions (initial losses negligible).

The φ-index is widely used for large catchments and flood estimation.

Part 2 of 2

Water Requirement of Crops — Duty, Delta & Consumptive Use

Last reviewed 16 Sept 2026 · 8 min read

Irrigation

Irrigation is the artificial application of water to land to meet the water needs of crops when rainfall is inadequate or badly distributed.

Necessity: insufficient or uneven rainfall; growing more than one crop a year; commercial and high-water-requirement crops; controlled water supply for higher yields.

Benefits: increased and stable food production; protection against famine; cash crops and higher farm incomes; hydropower, navigation and water supply from multipurpose projects; groundwater recharge; general prosperity.

Ill-effects (if mismanaged): waterlogging and salinity/alkalinity; breeding of mosquitoes (malaria); damp climate; loss of soil fertility by leaching; wastage of water.

Soil–water relations

Term Meaning
Saturation capacity All pores filled; excess drains by gravity (gravitational water)
Field capacity (FC) Moisture held after free drainage stops (usually 1–3 days after irrigation) — upper limit of useful water
Permanent wilting point (PWP) Moisture at which plants can no longer extract water and wilt permanently
Available moisture — water plants can use
Readily available moisture The easily extracted part of available moisture; irrigation is normally given before this is used up
Hygroscopic water Thin film held tightly by particles; unavailable to plants
FormulaDepth and frequency of irrigation

Depth of water stored in the root zone when soil moisture is raised from to field capacity (moisture contents by weight):

= depth of root zone; = dry unit weight of soil.

Frequency of irrigation (interval): , where = daily consumptive use rate.

Crop seasons in India

Season Sowing – harvesting (approx.) Typical crops
Kharif June/July – October Rice, maize, jowar, bajra, cotton, groundnut, soybean
Rabi October/November – March/April Wheat, barley, gram, mustard, peas
Zaid March – June (between rabi and kharif) Watermelon, cucumber, vegetables, fodder

Perennial or long-duration crops such as sugarcane span seasons.

Duty, delta and base period

  • Base period (B) — total time between the first watering for preparing the land and the last watering before harvest (days).
  • Crop period — time from sowing to harvesting (slightly longer than B).
  • Delta (Δ) — total depth of water required by a crop during the base period (m or cm).
  • Duty (D) — area (hectares) irrigated by a continuous flow of 1 cumec (m³/s) running throughout the base period (ha/cumec).
FormulaDuty–delta relation

Approximate textbook deltas (actual values vary with climate, soil and method): rice about 120 cm, sugarcane about 90 cm, cotton about 50 cm, maize about 45 cm, wheat about 40 cm.

Factors affecting duty

Type of crop; climate and season (evaporation); rainfall; soil type and topography; method and system of irrigation (flow vs lift, surface vs sprinkler); canal conditions (lined canals — higher duty); quality of water; methods of cultivation; skill of cultivators and charging method (volumetric pricing encourages economy).

Improving duty

Proper ploughing and levelling; suitable irrigation methods; lining canals and watercourses; volumetric assessment of water rates; crop rotation; using good-quality water; training farmers.

  • Duty is smallest at the head of the canal system (all losses still ahead) and largest at the field — i.e. duty increases as we move towards the field.
  • Outlet discharge factor — duty at the head of a watercourse.

Consumptive use and irrigation requirements

  • Consumptive use (evapotranspiration) — water used by plants in transpiration and building tissue plus evaporation from the soil and plant surfaces.
  • Effective rainfall — the portion of rainfall usefully stored in the root zone and used by the crop.
FormulaIrrigation requirements
  • Consumptive irrigation requirement:
  • Net irrigation requirement:
  • Field irrigation requirement: ( = water application efficiency)
  • Gross irrigation requirement: ( = conveyance efficiency)

Irrigation efficiencies

Efficiency Definition
Conveyance Water delivered to the field ÷ water diverted into the canal at the headworks
Application Water stored in the root zone ÷ water delivered to the field
Storage Water stored in the root zone ÷ water needed to bring the root zone to field capacity
Distribution uniformity ( = average absolute deviation of depths stored; = mean depth)
Water use efficiency Crop yield ÷ water used (or water stored/delivered for the crop)
Overall (project) (× distribution efficiency where used)

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