Authors :
Michael L. Hackett
Volume/Issue :
Volume 11 - 2026, Issue 3 - March
Google Scholar :
https://tinyurl.com/bdfzusw3
Scribd :
https://tinyurl.com/52ntf698
DOI :
https://doi.org/10.38124/ijisrt/26mar608
Note : A published paper may take 4-5 working days from the publication date to appear in PlumX Metrics, Semantic Scholar, and ResearchGate.
Abstract :
This study quantifies the drainage capacity and flood risk of Georgetown, Guyana, through field measurements
and hydraulic analysis covering the city’s catchment area of 28.5 km2
. Field visits to the city’s sluices and pumps between
2016 and 2025 provided measurements of channel width, depth, and operational characteristics. Using the Chezy-Manning
equation, a unified Sluice Drainage Coefficient Equation was derived to compute theoretical daily drainage capacity directly
from sluice geometry and site parameters. Results indicate a total gravity drainage coefficient of approximately 61 mm/day
(2.5 mm/hr) from the ten sluices, increasing to about 131 mm/day (5.5 mm/hr) when combined with the twelve drainage
pumps. Rainfall data from 2011–2026 were analysed using the Weibull method to estimate return periods and exceedance
probabilities. The analysis shows that temporary flooding occurs whenever rainfall intensity exceeds about 5.5 mm/hr, even
when the system is fully operational. Recent rain-induced floods – such as 69.2 mm in four hours (December 2025) and 96.7
mm in four hours (February 2026) – produced intensities 3 – 5 times higher than the system’s hourly discharge rate, resulting
in temporary flooding until low-tide gravity drainage resumed. These findings confirm that Georgetown’s flooding is
governed primarily by its physical and tidal limitations rather than maintenance deficiencies. The integrated drainagecoefficient model developed in this study provides a practical tool for assessing and upgrading tidal drainage systems. It
highlights the need to assess rainfall not only by daily totals but also by hourly intensity to guide realistic design standards
for coastal urban drainage infrastructure.
Keywords :
Catchment Area, Chart Datum (CD), Conveyance, Discharge Capacity, Drainage Coefficient, Exceedance Probability, Flood Risk, Rainfall Intensity, Return Period, Runoff Coefficient, Stormwater Storage.
References :
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- Guyana Chronicle. (2015, June 20). Heavy rainfall leads to flash flooding in the city and its environs. https://guyanachronicle.com/2015/06/20/heavy-rainfall-leads-to-flash-flooding-in-the-city-and-its-environs/
- Guyana Chronicle. (2016a, May 2). MPI working to clear blockages in city drainage. https://guyanachronicle.com/2016/05/02/mpi-working-to-clear-blockages-in-city-drainage/
- Guyana Chronicle. (2016b, September 17). Dutch students present final report on city’s drainage infrastructure. https://guyanachronicle.com/2016/09/07/dutch-students-present-final-report-on-citys-drainage-infrastructure/
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- Guyana Chronicle. (2025, December 6). All pumps operational. https://guyanachronicle.com/2025/12/06/all-pumps-operational/
- Guyana Standard. (2021, December 27). Water Levels receding across Georgetown. https://www.guyanastandard.com/2021/12/27/water-levels-receding-across-georgetown/
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- Japan International Cooperation Agency (JICA) & CTI Engineering International Co., Ltd. (2017, October). Data collection survey on drainage capacity in Georgetown in the Cooperative Republic of Guyana Final Report. National Drainage and Irrigation Authority. https://openjicareport.jica.go.jp/pdf/12292934.pdf
- Kaieteur News. (2011, February 23). Excessive rains will compromise city’s drainage system. https://www.kaieteurnewsonline.com/2011/02/23/excessive-rains-will-compromise-city’s-drainage-system/
- Kaieteur News. (2012, March 1). Several drainage pumps fail as city is submerged. https://www.kaieteurnewsonline.com/2012/03/01/several-drainage-pumps-fail-as-city-is-submerged/
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- Carter, B. (2014a, April 28). Coastal structures [Video]. YouTube. https://youtu.be/zbsM4MM3dbM
- Carter, B. (2014b, April 28). Rain gauges and kokers [Video]. YouTube. https://youtu.be/VNZBPa79WQQ
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- Ramraj, R. (1996). Rainfall Distribution along coastal Guyana, 1901-1980. The Geographical Bulletin, 38 (1), 37 https://1library.net/document/y6p1285q-rainfall-distribution-along-coastal-guyana.html
- Remmers, J., Muller, J., Van Montfort, R., Focks, T. J., Vijn, P., Dorrepaal, S., & Van Wijngaarden, M. (2016, November 14). Analysis of drainage system in Georgetown, Guyana. Delft University of Technology. https://guynode.com/Final%20Report%20-%20Project%20Georgetown.pdf
- Rowe, W.O. (1970). A Report on Declared Drainage and Irrigation Areas in Guyana. Land Use Study. Supplemental Paper No. 2. Ministry of Works, Hydraulics and Supply.
- Stabroek News. (2016, December 24). Rain, high tide underline city flood woes. https://www.stabroeknews.com/2016/12/24/news/guyana/rain-high-tide-underline-city-flood-woes/
- Stabroek News. (2019, July 4). Flooding in City, East Coast - as more than three inches of rain recorded. https://www.stabroeknews.com/2019/news/guyana/07/04/flooding-in-city-east-coast/
- Stabroek News. (2022, November 23). Rain floods parts of capital. https://www.stabroeknews.com/2022/11/23/news/guyana/rain-floods-parts-of-capital/
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- Stabroek News. (2025b, December 6). Heavy downpour floods parts of city. https://www.stabroeknews.com/2025/12/06/news/guyana/heavy-downpour-floods-parts-of-city/
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This study quantifies the drainage capacity and flood risk of Georgetown, Guyana, through field measurements
and hydraulic analysis covering the city’s catchment area of 28.5 km2
. Field visits to the city’s sluices and pumps between
2016 and 2025 provided measurements of channel width, depth, and operational characteristics. Using the Chezy-Manning
equation, a unified Sluice Drainage Coefficient Equation was derived to compute theoretical daily drainage capacity directly
from sluice geometry and site parameters. Results indicate a total gravity drainage coefficient of approximately 61 mm/day
(2.5 mm/hr) from the ten sluices, increasing to about 131 mm/day (5.5 mm/hr) when combined with the twelve drainage
pumps. Rainfall data from 2011–2026 were analysed using the Weibull method to estimate return periods and exceedance
probabilities. The analysis shows that temporary flooding occurs whenever rainfall intensity exceeds about 5.5 mm/hr, even
when the system is fully operational. Recent rain-induced floods – such as 69.2 mm in four hours (December 2025) and 96.7
mm in four hours (February 2026) – produced intensities 3 – 5 times higher than the system’s hourly discharge rate, resulting
in temporary flooding until low-tide gravity drainage resumed. These findings confirm that Georgetown’s flooding is
governed primarily by its physical and tidal limitations rather than maintenance deficiencies. The integrated drainagecoefficient model developed in this study provides a practical tool for assessing and upgrading tidal drainage systems. It
highlights the need to assess rainfall not only by daily totals but also by hourly intensity to guide realistic design standards
for coastal urban drainage infrastructure.
Keywords :
Catchment Area, Chart Datum (CD), Conveyance, Discharge Capacity, Drainage Coefficient, Exceedance Probability, Flood Risk, Rainfall Intensity, Return Period, Runoff Coefficient, Stormwater Storage.