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Estimation of Missing Rainfall Data: Methods and Applications, Summaries of Groundwater Hydrology

This covers the summary of Hydrology topics.

Typology: Summaries

2020/2021

Available from 10/16/2022

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ESTIMATION OF MISSING RAINFALL DATA
The point observation from a precipitation
gage may have a short break in the record
because of instrument failure or absence of
the observer. Thus, it is often necessary to
estimate the missing record using data from
the neighboring station. The following
methods are most commonly used for
estimating the missing records.
1. Simple Arithmetic Method
2. Normal Ratio Method
3. Modified normal ratio method
4. Inverse distance method
5. Linear programming method
SIMPLE ARITHMETIC METHOD
The missing precipitation Px can be
determined using simple arithmetic average,
if the normal annual precipitation at various
stations are within 10% of the normal
precipitation at station, x, as follows:
๐‘ƒ๐‘ฅ =1
๐‘š[๐‘ƒ1 + ๐‘ƒ2 + โ‹ฏ + ๐‘ƒ๐‘š]
NORMAL RATIO METHOD
If the normal precipitations vary
considerably then Px is estimated by
weighting the precipitation at various
stations by the ratios of normal annual
precipitation. The normal ration method
gives Px as:
๐‘ƒ๐‘ฅ =๐‘๐‘ฅ
๐‘š[๐‘ƒ1
๐‘1 +๐‘ƒ2
๐‘2 + โ‹ฏ + ๐‘ƒ๐‘š
๐‘๐‘š]
This method is based selecting m (m is
usually 3) stations that are near and
approximately evenly spaced around the
station with the missing record.
MODIFIED NORMAL RATIO METHOD
Normal ratio method is modified to
incorporate the effect of distance in the
estimation of missing rainfall.
๐‘Ÿ
๐‘ฅ=
โˆ‘๐ท๐‘–
1
๐‘(๐‘Ÿ
๐‘ฅ
๐‘Ÿ๐‘–)๐‘ƒ๐‘–
๐‘›
๐‘–=1
โˆ‘๐ท๐‘–
1
๐‘
๐‘›
๐‘–=1
Where ๐‘Ÿ๐‘– is normal rainfall, ๐ท๐‘– is the distance
between the index station i and the gauge
station with missing data or ungauged
station, n is the number of index stations and
b is the constant by which the distance is
weighted (normally 1.5-2.0) commonly used
๐ท0.5.
INVERSE DISTANCE METHOD
The inverse distance method has been
advocated to be the most accurate method
as compare to other two methods discussed.
Amount of rainfall to be estimated at a
location is a function of:
๏ƒ˜ rainfall measured at the surrounding index
stations
๏ƒ˜ distance to each index station from the
ungauged location
Rainfall ๐‘Ÿ
๐‘ฅ at station x is given by:
๐‘Ÿ
๐‘ฅ=
โˆ‘(๐‘Ÿ๐‘–
๐ท๐‘–๐‘)
๐‘›
๐‘–=1
โˆ‘(1
๐ท๐‘–๐‘)
๐‘›
๐‘–=1
๐‘ = 2 ๐‘–๐‘  ๐‘๐‘œ๐‘š๐‘š๐‘œ๐‘›๐‘™๐‘ฆ ๐‘ข๐‘ ๐‘’๐‘‘
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ESTIMATION OF MISSING RAINFALL DATA

The point observation from a precipitation gage may have a short break in the record because of instrument failure or absence of the observer. Thus, it is often necessary to estimate the missing record using data from the neighboring station. The following methods are most commonly used for estimating the missing records.

  1. Simple Arithmetic Method
  2. Normal Ratio Method
  3. Modified normal ratio method
  4. Inverse distance method
  5. Linear programming method SIMPLE ARITHMETIC METHOD The missing precipitation Px can be determined using simple arithmetic average, if the normal annual precipitation at various stations are within 10% of the normal precipitation at station, x, as follows: ๐‘ƒ๐‘ฅ =

[๐‘ƒ 1 + ๐‘ƒ 2 + โ‹ฏ + ๐‘ƒ๐‘š]

NORMAL RATIO METHOD

If the normal precipitations vary considerably then Px is estimated by weighting the precipitation at various stations by the ratios of normal annual precipitation. The normal ration method gives Px as: ๐‘ƒ๐‘ฅ =

[

]

This method is based selecting m (m is usually 3) stations that are near and approximately evenly spaced around the station with the missing record. MODIFIED NORMAL RATIO METHOD Normal ratio method is modified to incorporate the effect of distance in the estimation of missing rainfall. ๐‘Ÿ๐‘ฅ =

1 ๐‘(

๐‘› ๐‘–= 1 โˆ‘ (^) ๐ท๐‘– 1 ๐‘› ๐‘–= 1 ๐‘ Where ๐‘Ÿ๐‘– is normal rainfall, ๐ท๐‘– is the distance between the index station i and the gauge station with missing data or ungauged station, n is the number of index stations and b is the constant by which the distance is weighted (normally 1.5-2.0) commonly used ๐ท^0.^5. INVERSE DISTANCE METHOD The inverse distance method has been advocated to be the most accurate method as compare to other two methods discussed. Amount of rainfall to be estimated at a location is a function of: ๏ƒ˜ rainfall measured at the surrounding index stations ๏ƒ˜ distance to each index station from the ungauged location Rainfall ๐‘Ÿ๐‘ฅ at station x is given by: ๐‘Ÿ๐‘ฅ = โˆ‘ ( ๐‘Ÿ๐‘– ๐ท๐‘–๐‘ ๐‘› ๐‘–= 1 ) โˆ‘ ( 1 ๐ท๐‘–๐‘ ๐‘› ๐‘–= 1 ) ๐‘ = 2 ๐‘–๐‘  ๐‘๐‘œ๐‘š๐‘š๐‘œ๐‘›๐‘™๐‘ฆ ๐‘ข๐‘ ๐‘’๐‘‘

In inverse distance method, the weighting is strictly based on distance. Hence, this method is not satisfactory for hilly regions.