2009
DOI: 10.1007/978-1-4020-9844-4
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Applied Hydrometeorology

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Cited by 67 publications
(44 citation statements)
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“…In the determination of the catchment contributing area, we can conclude from the results in Table 2 that a meteorological perspective is more appropriate than topographic criteria, because few realistic areal PMP values were obtained with the latter when compared with precipitation of return periods of 1000 and 10 000 years, and with precipitation over equal areas as recorded in India, the USA, China and Australia (Rakhecha and Singh 2009).…”
Section: Discussionmentioning
confidence: 98%
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“…In the determination of the catchment contributing area, we can conclude from the results in Table 2 that a meteorological perspective is more appropriate than topographic criteria, because few realistic areal PMP values were obtained with the latter when compared with precipitation of return periods of 1000 and 10 000 years, and with precipitation over equal areas as recorded in India, the USA, China and Australia (Rakhecha and Singh 2009).…”
Section: Discussionmentioning
confidence: 98%
“…However, the most severe storms registered in India, China, the USA and Australia, for an area equal to the total Puclaro basin, are 1132, 590, 490 and 528 mm, respectively (Rakhecha and Singh 2009). Comparing the results presented in Table 2 and the several storms listed above, given the predominant semi-arid climatology of the study area, the method chosen for the determination of the catchment contributing area is the hydro-meteorological approach, not the topographic method.…”
Section: Pmp Estimations In Blmentioning
confidence: 96%
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“…Barrier adjustment is required when there is a barrier or mountain range in the path of moisture being fed into the storm area. The details involving these two adjustments for the orographic effect can be found in the literatures of WMO (2009), Singh (2009), andLagos-Zúñiga andVargas M. (2014). The traditional PMP estimation using STM is as follows:…”
Section: Methodsmentioning
confidence: 99%
“…As the conventional method is at times faces constraints with resources and timeframe, etc., hydrologic rainfall-runoff modelling is increasingly used for computing runoff and thereby put into many usages viz., flood simulation, catchment level water management, water balance computation, etc. (Rakhecha and Singh, 2009) After the derivation of peak flood discharges and flow hydrographs, the next step is hydraulic analysis to simulate the river flow and propagation of flood waters in the floodplain or urban catchment. Flood hydraulic modelling is carried out through a 1-D or 2-D flood routing algorithm, based on various modified forms and solutions of the St. Venant's hydrodynamic equations for the accurate spatial distribution of the flow and velocity dynamics.…”
Section: Hydrological Modelingmentioning
confidence: 99%