2000
DOI: 10.1017/s1350482700001389
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Point and areal PMP estimates for durations of two and three days in India

Abstract: The risk of dam failure in India, coupled with better analysis of extreme storm events, has led to the estimation of revised one‐day probable maximum precipitation (PMP). For some water conservation projects where the catchment area is very large, there is a need to have estimates of PMP for durations of both two and three days. These are provided in this paper. It was found that the two‐day PMP over the Indian region varied from 100 cm over the central peninsula to over 290 cm in eastern India. For a duration… Show more

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Cited by 9 publications
(4 citation statements)
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“…where W is the atmospheric moisture (precipitable water (mm)), g is the gravitational acceleration (m 2 /s), q is specific humidity (g/kg), and P represents atmospheric pressure (Pa). P 1 is the pressure at the sea surface level, while 200, 300, or 400 mb (millibar) pressure has been used for P 2 [Rakhecha and Clark, 2000;Schreiner and Riedel, 1978]. In this study, W storm is the maximum precipitable water that occurred prior to and during a storm [Beauchamp et al, 2013;Rousseau et al, 2014].…”
Section: Pmp Approachmentioning
confidence: 99%
“…where W is the atmospheric moisture (precipitable water (mm)), g is the gravitational acceleration (m 2 /s), q is specific humidity (g/kg), and P represents atmospheric pressure (Pa). P 1 is the pressure at the sea surface level, while 200, 300, or 400 mb (millibar) pressure has been used for P 2 [Rakhecha and Clark, 2000;Schreiner and Riedel, 1978]. In this study, W storm is the maximum precipitable water that occurred prior to and during a storm [Beauchamp et al, 2013;Rousseau et al, 2014].…”
Section: Pmp Approachmentioning
confidence: 99%
“…The idea of substituting points (stations) for areas (catchments) is applied to small catchments; therefore, a point PMP is studied without adjusting the basin shape in our case. However, this approach will work when calculating areal PMPs for large basins, and the isohyet of the transposition area needs to be transposed to the study basin to derive local PMPs (Rakhecha and Clark, ; Clark and Rakhecha, ). Moisture adjustment for relocation …”
Section: Methodsmentioning
confidence: 99%
“…그러나 소규모 유역의 경우 에는 주로 합리식이 사용된다 (Viessman and Lewis 2003;Hayes and Young, 2006). 중규모의 유역이나 미계측 유역의 경우에도 대략적인 첨두유출량을 가늠하고자 할 때에도 합리식이 종종 사용된다 (Rakhecha and Clark, 2000).…”
Section: 서 론unclassified