Study on the Frequency of Heavy Rainfall in Huong Khe District, Ha Tinh Province
Main Article Content
Abstract
Rainfall intensity, duration and frequency of 24 consecutive hours or longer (48h, 72h,
96h) are very essential for the assessment of flood risk and the design of the reservoirs and dams in
Huong Khe district, Ha Tinh province. The analysis of flood-causing rainfall and the actual floods
from 1990 to 2012 has shown that floods usually occur when: a) 24-hour continuous rainfall
reacheds 710.6mm or more; b) Heavy rains which lasted longer than 24 hours and reached
548.9mm/24h to 630.2mm/48h or more; c) Heavy rains lasted from 72 hours to 96 hours and
reached from 534.5mm/72h to 575.6mm/96h. The following conclusions have been drawn from
analysis results of development of the empirical and theoretical exceedance frequencies of Pearson
III distribution of 24h-96h heavy rainfall: a) All the theoretical and empirical frequency data have
very high correlation coefficient from 0.891 (24h rainfall) to about 0.948 (72h-96h rainfall); b) For
24h rainfall, the actual rainfall of the empirical P of 13% to 26% is about 40mm lower than the
theoretical rainfall, while the actual rainfall of the empirical P of 8.7% is about 80mm higher than
the theoretical value, and that of the empirical P of 4.35% is about 175mm higher than the
theoretical value; the actual rainfall at empirical P of 8.7% is corresponding to theoretical P of
4.5%, and actual rainfall at empirical P of 4.35% is corresponding to theoretical P of ~1%; c) For
48h and 72h rainfall, the empirical and theoretical frequency data are very close to each other for
the P in the range of 8.7% to 30%, only empirical P of 4.35% is much far from theoretical one and
corresponding to rainfall frequency of ~1%; d) For 96h rainfall, the empirical and theoretical
frequency data are very close to each other for most P range, only empirical P of 8.7% and 4.35%
are somehow far from theoretical ones and corresponding to rainfall of theoretical frequencies of
~4.5% and ~1%, respectively.
Keywords
Extreme, Frequency, Pearson, Gamma, Kritsky-Menken, Standard deviation, Coefficient of
skewness
References
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[13] Nguyen Khanh Van, Bui Minh Tang, 2004. The characteristics of weather patterns causing heavy, serious rain and flood in Thanh Hoa, Nghe An, Ha Tinh provinces, from 1997 to 2001. Vietnam Journal of Earth Sciences. Vol. 26 (1), pp. 50-59.
[14] National Centre for Hydro-Meteorological Forecasting – Ministry of Natural Resources and Environment. The hydrometeorological observation data in Ha Tinh.
[15] Ven Te Chow, David R. Maidment, Larry W. Mays, 1988. Applied Hydrology. McGraw-Hill Inc.
[16] Vietnam Institute of Meteorology, Hydrology and Environment, 1999. Final report of project: the establishment of map of maximum one-day rainfall for Central Coast and Central Highlands until 1999. Ministry of Natural Resources and Environment.
References
[2] Nguyen Tuan Anh, 2014. Studying the determination of a number of rain parameters to make contributions to completing the formula of design flow of small sized drain works on road under the climatic conditions of Vietnam. Ph.D. thesis. Hanoi university of transportation.
[3] Dang Dinh Kha, Tran Ngoc Anh and Mai Thi Nga, 2015. Application of WEAP model to integrated water balance in Lam River basin. Journal of Science: Natural Sciences and Technology. Vol. 31, No. 3S (2015), pp. 186-194.
[4] Kritsky S. N. and Menkel M. F., 1967. Principles of estimation methods of maximum discharge. Floods and their computation. Proceedings of the Leningrad Symposium. August 1967. Vol. 1, pp. 29-40.
[5] Le Van Nghinh, 2004. The problem of warning and prediction of beyond-design floods for medium and small reservoirs. Journal of Water Resources and Environmental Engineering. No. 7-V (11/2004), pp. 98-104.
[6] Le Van Nghinh and Hoang Thanh Tung, 2006. Solutions for flood control and mitigation in the Central region. Journal of Water Resources and Environmental Engineering. No. 14 (8/2006), pp. 44-47.
[7] Doan Thi Noi, 2016. Study on flooding variation and scientific basis for flood calculation for transportation in the Northeast region of Vietnam. PhD Thesis. Water Resources University.
[8] Geoffrey S. Dendy, 1987. A 24-hour rainfall distribution and peak rate factors for use in Southwest Florida. USA.
[9] Pham Ngoc Quy, 2006. Recommendation of design flood criteria for designing emergency spillway. Journal of Water Resources and Environmental Engineering. No. 12 (3/2006), pp. 8-11.
[10] Nguyen Khanh Van, 2009. Project report: Study on causes and occurrence mechanism of flood-causing rain and unseasonal heavy rain – recommendation of solutions for disaster control and mitigation in Central Vietnam. Institute of Geography – Vietnam Academy of Science and Technology.
[11] Nguyen Khanh Van, 2012. Role of topo-geographical conditions in the North Central region and the difference of heavy rain between North and South of Ngang Pass. Vietnam Journal of Earth Sciences. Vol. 34 (1), 2012, pp. 38-46.
[12] Nguyen Khanh Van, Tong Phuc Tuan, Vuong Van Vu, Nguyen Manh Ha, 2013. The heavy rain differences in the Coastal Central Region of Vietnam from Thanh Hoa to Khanh Hoa based on topo-geographical analyze. Vietnam Journal of Earth Sciences. Vol. 35 (4), 2013, pp. 301-309.
[13] Nguyen Khanh Van, Bui Minh Tang, 2004. The characteristics of weather patterns causing heavy, serious rain and flood in Thanh Hoa, Nghe An, Ha Tinh provinces, from 1997 to 2001. Vietnam Journal of Earth Sciences. Vol. 26 (1), pp. 50-59.
[14] National Centre for Hydro-Meteorological Forecasting – Ministry of Natural Resources and Environment. The hydrometeorological observation data in Ha Tinh.
[15] Ven Te Chow, David R. Maidment, Larry W. Mays, 1988. Applied Hydrology. McGraw-Hill Inc.
[16] Vietnam Institute of Meteorology, Hydrology and Environment, 1999. Final report of project: the establishment of map of maximum one-day rainfall for Central Coast and Central Highlands until 1999. Ministry of Natural Resources and Environment.