Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

Water Resources Engineering

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Civil Engineering (CE) : Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

The document Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev is a part of the Civil Engineering (CE) Course Water Resources Engineering.
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Introduction 

Precipitation is any form of solid or liquid water that falls from the atmosphere to the earth’s surface. Rain, drizzle, hail, and snow are examples of precipitation. In India, rain is the most common form of precipitation.


 Evapotranspiration is the process which returns water to the atmosphere and thus completes the hydrologic cycle. Evapotranspiration consists of two parts, Evaporation and Transpiration. Evaporation is the loss of water molecules from soil masses and water bodies. Transpiration is the loss of water from plants in the form of vapour. We proceed on to discuss precipitation, and its most important component in India context, the rainfall.

Causes of precipitation

For the formation of clouds and subsequent precipitation, it is for necessary that the moist air masses to cool in order to condense. This is generally accomplished by adiabatic cooling of moist air through a process of being lifted to higher altitudes. The precipitation types can be categorized as.

  • Frontal precipitation This is the precipitation that is caused by the expansion of air on ascent along or near a frontal surface.
  • Convective precipitation Precipitation caused by the upward movement of air which is warmer than its surroundings. This precipitation is generally showery nature with rapid changes of intensities.
  • Orographic precipitation Precipitation caused by the air masses which strike the mountain barriers and rise up, causing condensation and precipitation.  The greatest amount of precipitation will fall on the windward side of the barrier and little amount of precipitation will fall on leave ward side.

For the Indian climate, the south-west monsoon is the principal rainy season when over 75% of the annual rainfall is received over a major portion of the country. Excepting the south-eastern part of the Indian peninsula and Jammu and Kashmir, for the rest of the country, the south-west monsoon is the principal source of rain.


From the point of view of water resources engineering, it is essential to quantify rainfall over space and time and extract necessary analytical information.

Regional rainfall characteristics 

Rain falling over a region is neither uniformly distributed nor is it constant over time. You might have experienced the sound of falling rain on a cloudy day approaching from the distance. Gradually, the rain seems to surround you and after a good shower, it appears to recede. It is really difficult to predict when and how much of rain would fall. However, it is possible to measure the amount of rain falling at any point and measurements from different point gives an idea of the rainfall pattern within an area.


In India, the rainfall is predominantly dictated by the monsoon climate. The monsoon in India arises from the reversal of the prevailing wind direction from Southwest to Northeast and results in three distinct seasons during the course of the year. The Southwest monsoon brings heavy rains over most of the country between June and October and is referred to commonly as the ‘wet’ season. Moisture-laden winds sweep in from the Indian Ocean as low-pressure areas develop over the subcontinent and release their moisture in the form of heavy rainfall. Most of the annual rainfall in India comes at this time with the exception of in Tamil Nadu, which receives over half of its rain during the Northeast monsoon from October to November.


The retreating monsoon brings relatively cool and dry weather to most of India as drier air from the Asian interior flows over the subcontinent. From November until February, temperatures remain cool and precipitation low. In northern India, it can become quite cold, with snow occurring in the Himalayas as weak cyclonic storms from the west settle over the mountains. Between March and June, the temperature and humidity begin to rise steadily in anticipation of the Southwest monsoon. This pre-monsoonal period is often seen as a third distinct season although the post-monsoon in October also presents unique characteristics in the form of slightly cooler temperatures and occasional light drizzling rain. These transitional periods are also associated with the arrival of cyclonic tropical storms that batter the coastal areas of India with high winds, intense rain and wave activity. 


Rainfall and temperature vary greatly depending on the season and geographic location. Further, the timing and intensity of the monsoon is highly unpredictable. This results in a vastly unequal and unpredictable distribution over time and space. In general, the northern half of the subcontinent ses greater extremes in temperature and rainfall with the former decreasing towards the north and the latter towards the west. Rainfall in the Thar Desert and areas of Rajasthan can be as low as 200mm per year, whereas on the Shillong Plateau in the Northeast, average annual rainfall can exceed 10,000 mm per year. The extreme southern portion of the country sees less variation in temperature and rainfall. In Kerala, the total annual rainfall is of the order of 3,000 mm. 


In this lecture, we discuss about rainfall measurement and interpretation of the data.  

Measurement of rainfall 

One can measure the rain falling at a place by placing a measuring cylinder graduated in a length scale, commonly in mm. In this way, we are not measuring the volume of water that is stored in the cylinder, but the ‘depth’ of rainfall. The cylinder can be of any diameter, and we would expect the same ‘depth’ even for large diameter cylinders provided the rain that is falling is uniformly distributed in space.


Now think of a cylinder with a diameter as large as a town, or a district or a catchment of a river. Naturally, the rain falling on the entire area at any time would not be the same and what one would get would be an ‘average depth’. Hence, to record the spatial variation of rain falling over an area, it is better to record the rain at a point using a standard sized measuring cylinder.


In practice, rain is mostly measured with the standard non-recording rain gauge the details of which are given in the Bureau of Indian Standards code IS 4989: 2002.  The rainfall variation at a point with time is measured with a recording rain-gauge, the details of which may be found in IS 8389: 2003.  Modern technology has helped to develop Radars, which measures rainfall over an entire region.  However, this method is rather costly compared to the conventional recording and non-recording rain gauges which can be monitored easily with cheap labour.

Variation of rainfall Rainfall 

measurement is commonly used to estimate the amount of water falling over the land surface, part of which infiltrates into the soil and part of which flows down to a stream or river.  For a scientific study of the hydrologic cycle, a correlation is sought, between the amount of water falling within a catchment, the portion of which that adds to the groundwater and the part that appears as streamflow. Some of the water that has fallen would evaporate or be extracted from the ground by plants.  

Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

FIGURE 1. A hypothetical catchment showing four raing gauge stations

In Figure 1, a catchment of a river is shown with four rain gauges, for which an assumed recorded value of rainfall depth have been shown in the table. 

 

 

Time (in hours)

 

Total

 

 

First

Second

Third

Fourth

Rainfall

Rain(mm

 

A

15

10

3

2

30

B

12

15

8

5

40

C

8

10

6

4

28

D

5

8

2

2

17

 
 

It is on the basis of these discrete measurements of rainfall that an estimation of the average amount of rainfall that has probably fallen over a catchment has to be made. Three methods are commonly used, which are discussed in the following section. 

Average rainfall depth

The time of rainfall record can vary and may typically range from 1 minute to 1 day for non – recording gauges, Recording gauges, on the other hand, continuously record the rainfall and may do so from 1 day 1 week, depending on the make of instrument.  For any time duration, the average depth of rainfall falling over a catchment can be found by the following three methods.

  • The Arithmetic Mean Method
  • The Thiessen Polygon Method
  • The Isohyetal Method  

Arithmetic Mean Method 

The simplest of all is the Arithmetic Mean Method, which taken an average of all the rainfall depths as shown in Figure 2.  

Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

FIGURE 2. Representation of the rainfall recorded in the four rain gauges (values in mm)

Average rainfall as the arithmetic mean of all the records of the four rain gauges, as shown below: 

Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

The Theissen polygon method 

This method, first proposed by Thiessen in 1911, considers the representative area for each rain gauge. These could also be thought of as the areas of influence of each rain gauge, as shown in Figure 3. 

Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRevPrecipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

FIGURE 3. Rainfall measurement by Thiessen Polygon method (a) Rainfall recorded (b) Areas of influences

These areas are found out using a method consisting of the following three steps: 

  1. Joining the rain gauge station locations by straight lines to form triangles
  2. Bisecting the edges of the triangles to form the so-called “Thiessen polygons”
  3. Calculate the area enclosed around each rain gauge station bounded by the polygon edges (and the catchment boundary, wherever appropriate) to find the area of influence corresponding to the rain gauge.

For the given example, the “weighted” average rainfall over the catchment is determined as,

Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

The Isohyetal method 

This is considered as one of the most accurate methods, but it is dependent on the skill and experience of the analyst. The method requires the plotting of isohyets as shown in the figure and calculating the areas enclosed either between the isohyets or between an isohyet and the catchment boundary. The areas may be measured with a planimeter if the catchment map is drawn to a scale.  

Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRevPrecipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

FIGURE 4. Rainfall measurement by the Isohyetal method, (a) Recorded rainfall (b) Isohyets and the areas enclosed bewteen two consecutive isohyets.

For the problem shown in Figure 4, the following may be assumed to be the areas enclosed between two consecutive isohyets and are calculated as under: 

Area I = 40 km2

Area II = 80 km2

Area III = 70 km2

Area IV = 50 km2

Total catchment area = 240 km2

The areas II and III fall between two isohyets each. Hence, these areas may be thought of as corresponding to the following rainfall depths: 

Area II : Corresponds to (10 + 15)/2 = 12.5 mm rainfall depth  Area

III : Corresponds to (5 + 10)/2 = 7.5 mm rainfall depth 

For Area I, we would expect rainfall to be more than 15mm but since there is no record, a rainfall depth of 15mm is accepted. Similarly, for Area IV, a rainfall depth of 5mm has to be taken. 

Hence, the average precipitation by the isohyetal method is calculated to be 

Precipitation And Evapotranspiration (Part - 1) Civil Engineering (CE) Notes | EduRev

 = 9.89 m m 

Please note the following terms used in this section: 

Isohyets: Lines are drawn on a map passing through places having the equal amount of rainfall recorded during the same period at these places (these lines are drawn after giving consideration to the topography of the region).

Planimeter: This is a drafting instrument used to measure the area of a graphically represented planar region. 

Mean rainfall 

This is the average or representative rainfall at a place. The mean annual rainfall is determined by averaging the total rainfall of several consecutive years at a place. Since the annual rainfall varies at the station over the years, a record number of years are required to get a correct estimate.


Similarly, the mean monthly rainfall at a place is determined by averaging the monthly total rainfall for several consecutive years. For example, the mean rainfall along with the mean number of rainy days for New Delhi (as obtained from the World Meteorological Organisation – WMO) is as follows:

Month

Mean Total Rainfall (mm)

Mean Number of Rain Days

Jan

20.3

1.7

Feb

15.0

1.3

Mar

15.8

1.2

Apr

6.7

0.9

May

17.5

1.4

Jun

54.9

3.6

Jul

231.5

10.0

Aug

258.7

11.3

Sep

127.8

5.4

Oct

36.3

1.6

Nov

5.0

0.1

Dec

7.8

0.6

 

In comparison, that for the city of Kolkata, obtained from the same source, is as follows: 

Month

Mean Total Rainfall (mm)

Mean Number of Rain Days

Jan

16.8

0.9

Feb

22.9

1.5

Mar

32.8

2.3

Apr

47.7

3.0

May

101.7

5.9

Jun

259.9

12.3

Jul

331.8

16.8

Aug

328.8

17.2

Sep

295.9

13.4

     Oct
151.3
7.4
     Nov
17.2
1.1
     Dec
7.4
0.4
 
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