1993
DOI: 10.1080/07900629308722598
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The design of a regional minimum raingauge network

Abstract: This study attempts to design a minimum raingauge network for Uganda. Monthly rainfall totals from 102 stations within the period 1940-75 are used. Principal component analysis (PCA) was used first to delineate Uganda into homogeneous rainfall subdivisions. The station with the highest PCA-derived communality from each group of stations within each subdivision was then chosen to form the minimum network design. A minimum network of 14 stations was derived. Although less than 50% of the areal rainfall variance … Show more

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Cited by 13 publications
(3 citation statements)
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“…There are a Kayombo and Jorgensen, 2006) number of other meteorological stations within the LVB, but all are found in the same (Lake Victoria) climatological zone with homogeneous anomalies. Past studies have shown significant homogeneity in the patterns of rainfall anomalies in East Africa including Lake Victoria basin, resulting into common use of single rain gauge location to represent large areas (Ogallo 1988(Ogallo , 1993Basalirwa et al 1993;Awange et al 2007b). Several authors have also noted that large scale moisture transported by monsoonal winds enhance basin precipitation significantly.…”
Section: Data Sourcementioning
confidence: 95%
“…There are a Kayombo and Jorgensen, 2006) number of other meteorological stations within the LVB, but all are found in the same (Lake Victoria) climatological zone with homogeneous anomalies. Past studies have shown significant homogeneity in the patterns of rainfall anomalies in East Africa including Lake Victoria basin, resulting into common use of single rain gauge location to represent large areas (Ogallo 1988(Ogallo , 1993Basalirwa et al 1993;Awange et al 2007b). Several authors have also noted that large scale moisture transported by monsoonal winds enhance basin precipitation significantly.…”
Section: Data Sourcementioning
confidence: 95%
“…Thus, identification and selection of the best network configuration having optimal number and locations of rain gauge stations is the sole objective of the network design. Hence, the optimal rain gauge network should contain the number and locations of rain gauge stations in such a way that it can yield optimum rainfall information with minimum uncertainty and cost (Kassim and Kottegoda, ; Basalirwa et al, ; Pardo‐Igúzquiza, ). One can approach the problem either by eliminating redundant stations from the network to minimize the cost or by expanding the network with installation of additional stations to reduce the estimation uncertainty (Mishra and Coulibaly, ).…”
Section: Introductionmentioning
confidence: 99%
“…Patra [1] applied the coefficient of variance and allowable percentage of error to estimate the optimal number of rain gauge stations. Basalirwa et al [7] attempted to design a minimum rainfall network by using principal component analysis. Likewise, geostatistics is frequently used in the design of rainfall networks.…”
Section: Introductionmentioning
confidence: 99%