https://doi.org/10.4081/jae.2022.1307

Comparative analysis of flood and rainfall frequency in the ungauged sub-watersheds of Kakia and Esamburumbur in Narok town, Kenya, using the EBA4SUB rainfall-runoff model

Vol. 53 No. 2 (2022)
Published: 2 May 2022
Design hydrograph, EBA4SUB, flood frequency, rainfall frequency, return period.
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Authors

Eva Audrey Yessito Houessou-Dossou
houessoudossoueva@yahoo.com
Civil Engineering Department, Pan African University-Institute for Basics Sciences, Technology and Innovation/Jomo Kenyatta University of Agriculture and Technology, Nairobi, Kenya.
John Mwangi Gathenya
Soil, Water and Environmental Engineering Department/Jomo Kenyatta University of Agriculture & Technology, Nairobi, Kenya.
Mugwima Njuguna
Centre for Urban Studies, School of Architecture & Building Sciences/Jomo Kenyatta University of Agriculture & Technology, Nairobi, Kenya.
Zachary Abiero Gariy
School of Civil, Environmental & Geospatial Engineering/Jomo Kenyatta University of Agriculture & Technology, Nairobi, Kenya.
Andrea Petroselli
Department of Economics, Engineering, Society and Business, Tuscia University, Viterbo, Italy.

Knowledge of design peak flow is crucial in various hydrology, hydraulics, and water resources management applications. However, obtaining design peak flow is challenging, especially in ungauged basins lacking discharge observations, a circumstance that does not allow the calibration of advanced hydrological models. Recently, a new method called EBA4SUB (event-based approach for small and ungauged basins) was introduced to estimate the design peak flow and hydrograph in ungauged basins. The current study used the EBA4SUB model to evaluate the design peak flow in the Kakia and Esamburumbur sub-watersheds, Narok town, Kenya. The study investigated the link between rainfall frequency analysis and flood frequency analysis, showing the reliability of this approach to model at event scale the selected watersheds. Furthermore, the coefficient of determination between the rainfall-based return period and the flow-based return period in both the Kakia and Esamburumbur sub-watersheds highlighted the strong dependency between design rainfall and design peak flow.

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Crossref
Scopus
Google Scholar
Europe PMC
Abdullah J. 2013. Distributed runoff simulation of extreme monsoon rainstorms In Malaysia using TREX. Doctoral Dissertation, Colorado State University.
Ahmed M., Sultan M., Elbayoumi T., Tissot P. 2019. Forecasting GRACE data over the African watersheds using artificial neural networks. Remote Sens. 11:1769.
Annis A., Nardi F., Petroselli A., Apollonio C., Arcangeletti E., Tauro F., Belli C., Bianconi R., Grimaldi S. 2020. UAV-DEMs for small-scale flood hazard mapping. Water 12:1717.
Beck H.E., van Dijk A.I., De Roo A., Miralles D.G., McVicar T.R., Schellekens J., Bruijnzeel L.A. 2016. Global‐scale regionalization of hydrologic model parameters. Water Resour. Res. 52:3599-622.
Bossard M., Feranec J., Otahel J. 2000. CORINE land cover technical guide: Addendum 2000. Available from: https://www.researchgate.net/profile/Jan_Otahel/publication/268745953_Corine_Land_Cover-Technical_Guide/links/5b4f3e9daca27217ff9f8489/Corine-Land-Cover-Technical-Guide.pdf
Dhakal N., Fang X., Cleveland T.G., Thompson D.B., Asquith W.H., Marzen L.J. 2012. Estimation of volumetric runoff coefficients for Texas watersheds using land-use and rainfall-runoff data. J. Irrig. Drain. Eng. 138:43-54.
Dickinson W.T., Whiteley H.R., Kelly P.N. 1992. Extremes for rainfall and streamflow, how strong are the links?. Can. Water Resour. J. 17:224-36.
Giandotti M. 1934. Previsione delle piene e delle magre dei corsi d’acqua (Estimation of floods and droughts of rivers). Istituto Poligrafico Dello Stato 8:107-17.
Gleick P.H. 1996. Water resources. In: Schneider S.H. (Ed.), Encyclopedia of climate and weather. Oxford University Press, New York, 2:817-23.
Green W.H., Ampt G.A. 1911. Studies on soil physics. J. Agric. Sci. 4:1-24.
Grimaldi S., Petroselli A., Nardi F. 2012. A parsimonious geomorphological unit hydrograph for rainfall-runoff modelling in small ungauged basins. Hydrolg. Sci. J. 57:73-83.
Grimaldi S., Petroselli A., Romano N. 2013. Curve-Number/Green-Ampt mixed procedure for streamflow predictions in ungauged basins: parameter sensitivity analysis. Hydrol. Process. 27:1265-75.
Grimaldi S., Petroselli A. 2015. Do we still need the rational formula? An alternative empirical procedure for peak discharge estimation in small and ungauged basins. Hydrol. Sci. J. 60:67-77.
Gundalia M., Dholakia M. 2014. Impact of monthly curve number on daily runoff estimation for Ozat catchment in India. Open J. Modern Hydrol. 4:144.
He X. 2008. Unit hydrograph estimation using digital drainage model for applicable Texas Watersheds. Doctoral Dissertation, University of Houston.
Houessou-Dossou E.A.Y., Mwangi Gathenya J., Njuguna M., Abiero Gariy Z. 2019. Flood frequency analysis using participatory GIS and rainfall data for two stations in Narok Town, Kenya. Hydrology 6:90.
Jian J., Ryu D., Costelloe J.F., Su C.H. 2017. Towards hydrological model calibration using river level measurements. J. Hydrol. Reg. Stud. 10:95-109.
Leclerc G., Schaake J.C. 1972. Derivation of hydrologic frequency curves. Report 142, Mass. Inst. of Technol., Cambridge, 151.
Ministry of Water Development. 1978. Rainfall frequency atlas of Kenya. Ministry of Water Development, Nairobi, Kenya.
Kirpich Z.P. 1940. Time of concentration of small agricultural watersheds. Civil Eng. 10:362.
Mazurkiewicz K., Skotnicki M. 2018. A determination of the synthetic hyetograph parameters for flow capacity assessment concerning stormwater systems. In E3S Web of Conferences. 45:00053.
Młyński D, Petroselli A, Wałęga A. 2018. Flood frequency analysis by an event-based rainfall-Runoff model in selected catchments of southern Poland. Soil Water Res. 13:170-6.
Młyński D., Wałęga A., Książek L., Florek J., Petroselli A. 2020a. Possibility of using selected rainfall-runoff models for determining the design hydrograph in mountainous catchments: a case study in Poland. Water. 12:1450.
Młyński D., Wałęga A., Ozga-Zielinski B., Ciupak M., Petroselli A. 2020b. New approach for determining the quantiles of maximum annual flows in uncontrolled catchments using the EBA4SUB model. J. Hydrol. 589:125198.
NRCS (Natural Resources Conservation Service), 2008. National engineering handbook - part 630, Hydrology. U.S. Department of Agriculture, Washington, DC, USA.
Olsson J. 2019. The influence of storm movement and temporal variability of rainfall on urban pluvial flooding: 1D-2D modelling with empirical hyetographs and CDS-rain. Master’s thesis Uppsala University.
Pagliero L., Bouraoui F., Diels J., Willems P., McIntyre N. 2019. Investigating regionalization techniques for large-scale hydrological modelling. J. Hydrol. 570:220-35.
Petroselli A., Grimaldi S. 2018. Design hydrograph estimation in small and fully ungauged basins: a preliminary assessment of the EBA4SUB framework. J. Flood Risk Manag. 11:S197-210.
Petroselli A., Vojtek M., Vojteková J. 2019a. Flood mapping in small ungauged basins: a comparison of different approaches for two case studies in Slovakia. Hydrology Res. 50:379-92.
Petroselli A., Mulaomerović-Šeta A., Lozančić Ž. 2019b. A comparison of methodologies for design peak discharge estimation in selected catchments of Bosnia and Herzegovina. Gradevinar 71:729-39.
Petroselli A., Asgharinia S., Sabzevari T., Saghafian B. 2019c. Comparison of design hydrograph estimation methods for ungauged basins in Iran. Hydrol. Sci. J. 65:127-37.
Petroselli A., Piscopia R., Grimaldi S. 2020. Design discharge estimation in small and ungauged basins: EBA4SUB framework sensitivity analysis. J. Agric. Eng. 51:107-18.
Petroselli A. 2020. A generalization of the EBA4SUB rainfall-runoff model considering surface and subsurface flow. Hydrol. Sci. J. 65:2390-401.
Piscopia R., Petroselli A., Grimaldi S. 2015. A software package for predicting design-flood hydrographs in small and ungauged basins. J. Agric. Eng. 46:74-84.
Ponce V.M., Hawkins R.H. 1996. Runoff curve number: Has it reached maturity?. J. Hydrol. Eng. 1:11-9.
Recanatesi F., Petroselli A., Ripa M.N., Leone A. 2017. Assessment of stormwater runoff management practices and BMPs under soil sealing: a study case in a peri-urban watershed of the metropolitan area of Rome (Italy). J. Environ. Manag. 201:6-18.
Recanatesi F., Petroselli A. 2020. Land Cover Change and flood risk in a peri-urban environment of the Metropolitan area of Rome (Italy). Water Resour. Manag. 34:4399-413.
Ross C.W., Prihodko L., Anchang J., Kumar S., Ji W., Hanan, N. P. 2018. Global hydrologic soil groups (HYSOGs250m) for curve number-based runoff modeling. ORNL DAAC, Oak Ridge, Tennessee, USA. Available from: https://daac.ornl.gov/cgibin/download.pl?ds_id=1566&source=schema_org_metadata
Song J., Xia J., Zhang L., Wang Z., Wan H., She D. 2016. Streamflow prediction in ungauged basins by regressive regionalization: A case study in Huai River Basin, China. Nord. Hydrol. 47:1053-68.
Viglione A., Blöschl G. 2009. On the role of storm duration in the mapping of rainfall to flood return periods. Hydrol. Earth Syst. Sci. 13:205-16.
Virães M.V., Cirilo J.A. 2019. Regionalization of hydrological model parameters for the semi-arid region of the northeast Brazil. RBRH 24.
Vojtek M., Petroselli A., Vojteková J., Asgharinia S. 2019. Flood inundation mapping in small and ungauged basins: sensitivity analysis using the EBA4SUB and HEC-RAS modeling approach. Hydrol. Res. 50:1002-19.
Walega A., Amatya D.M., Caldwell P., Marion D., Panda S. 2020. Assessment of storm direct runoff and peak flow rates using improved SCS-CN models for selected forested watersheds in the Southeastern United States. J. Hydrol. Reg. Stud. 27:100645.
Yang X., Magnusson J., Rizzi J., Xu C.Y. 2018. Runoff prediction in ungauged watersheds in Norway: comparison of regionalization approaches. Hydrol. Res. 49:487-505.
Yin J., He F., Xiong Y.J., Qiu, G.Y. 2017. Effects of land use/land cover and climate changes on surface runoff in a semi-humid and semi-arid transition zone in northwest China. Hydrol. Earth Syst. Sci. 21:183-96.
Zhu Z., Wright D.B., Yu G. 2018. The impact of rainfall space‐time structure in flood frequency analysis. Water Resour. Res. 54:8983-98.

How to Cite

Houessou-Dossou, E. A. Y. . (2022) “Comparative analysis of flood and rainfall frequency in the ungauged sub-watersheds of Kakia and Esamburumbur in Narok town, Kenya, using the EBA4SUB rainfall-runoff model”, Journal of Agricultural Engineering, 53(2). doi: 10.4081/jae.2022.1307.
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