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This covers the summary of Hydrology topics.
Typology: Summaries
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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.
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: ๐๐ฅ =
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. ๐๐ฅ =
1 ๐(
๐ ๐= 1 โ (^) ๐ท๐ 1 ๐ ๐= 1 ๐ Where ๐๐ is normal rainfall, ๐ท๐ 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 ๐ท^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: ๏ rainfall measured at the surrounding index stations ๏ distance to each index station from the ungauged location Rainfall ๐๐ฅ at station x is given by: ๐๐ฅ = โ ( ๐๐ ๐ท๐๐ ๐ ๐= 1 ) โ ( 1 ๐ท๐๐ ๐ ๐= 1 ) ๐ = 2 ๐๐ ๐๐๐๐๐๐๐๐ฆ ๐ข๐ ๐๐
In inverse distance method, the weighting is strictly based on distance. Hence, this method is not satisfactory for hilly regions.