Regional Extreme Rainfall Mapping for Bangladesh Using L-Moment TechniqueSource: Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 005DOI: 10.1061/(ASCE)HE.1943-5584.0000663Publisher: American Society of Civil Engineers
Abstract: Bangladesh is a flood prone country where huge damages take place every year. Therefore, to minimize flood extremes, it is important to control the flood peaks at the upstream area through suitable watershed management practices. The flood control management at the watershed scale requires good quality flood data. However, in developing countries like Bangladesh, such hydrological information is rarely available at the watershed level. Under such circumstances, it is important to use a hydrological model representing the rainfall-runoff process to arrive at the extreme flows in the rivers, which require extreme rainfall data as a major inflow to the hydrologic system. Furthermore, the density of rain gauges in Bangladesh is low and the quality of available flood data is poor. Considering this, it is important to develop regional extreme rainfall maps for the reliable estimation of flood flows in the river by using a suitable modeling approach. Therefore, in the present paper, an attempt has been made to derive the regional best fit extreme rainfall pattern for Bangladesh for the estimation of extreme rainfall quantiles. This study uses the annual maximum daily rainfall of 68 rain gauge stations. An autocorrelation test is applied to test the independency of the data. Later, considering the heterogeneity in the hydroclimatic and topographic details, entire rain gauge stations have been clustered into six hydroclimatically homogeneous regions; namely, northeast (NE), northwest (NW), southeast (SE), southwest (SW), coastal, and central regions, by using the
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contributor author | Md. Mizanur Rahman | |
contributor author | S. Sarkar | |
contributor author | M. Reza Najafi | |
contributor author | R. K. Rai | |
date accessioned | 2017-05-08T21:49:37Z | |
date available | 2017-05-08T21:49:37Z | |
date copyright | May 2013 | |
date issued | 2013 | |
identifier other | %28asce%29he%2E1943-5584%2E0000685.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63564 | |
description abstract | Bangladesh is a flood prone country where huge damages take place every year. Therefore, to minimize flood extremes, it is important to control the flood peaks at the upstream area through suitable watershed management practices. The flood control management at the watershed scale requires good quality flood data. However, in developing countries like Bangladesh, such hydrological information is rarely available at the watershed level. Under such circumstances, it is important to use a hydrological model representing the rainfall-runoff process to arrive at the extreme flows in the rivers, which require extreme rainfall data as a major inflow to the hydrologic system. Furthermore, the density of rain gauges in Bangladesh is low and the quality of available flood data is poor. Considering this, it is important to develop regional extreme rainfall maps for the reliable estimation of flood flows in the river by using a suitable modeling approach. Therefore, in the present paper, an attempt has been made to derive the regional best fit extreme rainfall pattern for Bangladesh for the estimation of extreme rainfall quantiles. This study uses the annual maximum daily rainfall of 68 rain gauge stations. An autocorrelation test is applied to test the independency of the data. Later, considering the heterogeneity in the hydroclimatic and topographic details, entire rain gauge stations have been clustered into six hydroclimatically homogeneous regions; namely, northeast (NE), northwest (NW), southeast (SE), southwest (SW), coastal, and central regions, by using the | |
publisher | American Society of Civil Engineers | |
title | Regional Extreme Rainfall Mapping for Bangladesh Using L-Moment Technique | |
type | Journal Paper | |
journal volume | 18 | |
journal issue | 5 | |
journal title | Journal of Hydrologic Engineering | |
identifier doi | 10.1061/(ASCE)HE.1943-5584.0000663 | |
tree | Journal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 005 | |
contenttype | Fulltext |