Articles | Volume 378
https://doi.org/10.5194/piahs-378-73-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/piahs-378-73-2018
© Author(s) 2018. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Water management challenges at Mushandike irrigation scheme in Runde catchment, Zimbabwe
Jose A. Malanco
Department of Civil Engineering, University of Zimbabwe, P.O. Box MP167, Mt. Pleasant, Harare, Zimbabwe
National Directorate of Water, Ministry of Public Works and Housing, P.O. Box 1613, Rua da Argelia 163, Maputo, Mozambique
Hodson Makurira
Department of Civil Engineering, University of Zimbabwe, P.O. Box MP167, Mt. Pleasant, Harare, Zimbabwe
Evans Kaseke
Zambezi River Basin Commission, 128 Samora Machel Avenue, Harare, Zimbabwe
Webster Gumindoga
CORRESPONDING AUTHOR
Department of Civil Engineering, University of Zimbabwe, P.O. Box MP167, Mt. Pleasant, Harare, Zimbabwe
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Geosci. Instrum. Method. Data Syst., 12, 155–169, https://doi.org/10.5194/gi-12-155-2023, https://doi.org/10.5194/gi-12-155-2023, 2023
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The study investigates how low-cost technology can be applied in data-scarce catchments to improve water resource management. More specifically, we investigate how drone technology can be combined with low-cost real-time kinematic positioning (RTK) global navigation satellite system (GNSS) equipment and subsequently applied to a 3D hydraulic model so as to generate more physically based rating curves.
Hubert T. Samboko, Sten Schurer, Hubert H. G. Savenije, Hodson Makurira, Kawawa Banda, and Hessel Winsemius
Geosci. Instrum. Method. Data Syst., 11, 1–23, https://doi.org/10.5194/gi-11-1-2022, https://doi.org/10.5194/gi-11-1-2022, 2022
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The study was conducted along the Luangwa River in Zambia. It combines low-cost instruments such as UAVs and GPS kits to collect data for the purposes of water management. A novel technique which seamlessly merges the dry and wet bathymetry before application in a hydraulic model was applied. Successful implementation resulted in water authorities with small budgets being able to monitor flows safely and efficiently without significant compromise on accuracy.
Webster Gumindoga, Tom H. M. Rientjes, Alemseged Tamiru Haile, Hodson Makurira, and Paolo Reggiani
Hydrol. Earth Syst. Sci., 23, 2915–2938, https://doi.org/10.5194/hess-23-2915-2019, https://doi.org/10.5194/hess-23-2915-2019, 2019
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We evaluate the influence of elevation and distance from large-scale open water bodies on bias for CMORPH satellite rainfall in the Zambezi basin. Effects of distance > 10 km from water bodies are minimal, whereas the effects at shorter distances are indicated but are not conclusive for lack of rain gauges. Taylor diagrams show station elevation influencing CMORPH performance. The
spatio-temporaland newly developed
elevation zonebias schemes proved more effective in removing CMORPH bias.
Martin Tshikeba Kabantu, Raphael Muamba Tshimanga, Jean Marie Onema Kileshye, Webster Gumindoga, and Jules Tshimpampa Beya
Proc. IAHS, 378, 51–57, https://doi.org/10.5194/piahs-378-51-2018, https://doi.org/10.5194/piahs-378-51-2018, 2018
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This study was done in order to promote the use of remote sensing products when dealing water resources in the Congo river basin. It is the first step of a large research on the evaluation of the performance of remote sensing products on water resources modeling in the Congo river basin.
Thomas Matingo, Webster Gumindoga, and Hodson Makurira
Proc. IAHS, 378, 59–65, https://doi.org/10.5194/piahs-378-59-2018, https://doi.org/10.5194/piahs-378-59-2018, 2018
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This paper is about evaluation of sub daily satellite rainfall estimates through flash flood modelling. The 30 minute timestep for CMORPH captures flash floods effectively and for TRMM the 3 hr timestep was the best. In general CMORPH performed better than TRMM in termsof NSE and RVE when applied to HEC-HMS model. It can be concluded that floods occur rapidly and the chances of capturing them are higher when finer resolution are applied.
Delight Mhiribidi, Joel Nobert, Webster Gumindoga, and Donald T. Rwasoka
Proc. IAHS, 378, 67–72, https://doi.org/10.5194/piahs-378-67-2018, https://doi.org/10.5194/piahs-378-67-2018, 2018
Webster Gumindoga, Hodson Makurira, and Bezel Garedondo
Proc. IAHS, 378, 43–50, https://doi.org/10.5194/piahs-378-43-2018, https://doi.org/10.5194/piahs-378-43-2018, 2018
Ronald Muchini, Webster Gumindoga, Sydney Togarepi, Tarirai Pinias Masarira, and Timothy Dube
Proc. IAHS, 378, 85–92, https://doi.org/10.5194/piahs-378-85-2018, https://doi.org/10.5194/piahs-378-85-2018, 2018
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This paper presents an automated computer based system for determining water quality and pollution. The system results are presented in the form of a map showing the status of water at each and every point in the lake by the click of a button. A case study of Lakes Chivero and Manyame of Zimbabwe.
Hodson Makurira, Dominic Mazvimavi, Evison Kapangaziwiri, Jean-Marie Kileshye Onema, and Webster Gumindoga
Proc. IAHS, 378, 1–1, https://doi.org/10.5194/piahs-378-1-2018, https://doi.org/10.5194/piahs-378-1-2018, 2018
W. Gumindoga, T. H. M. Rientjes, A. T. Haile, H. Makurira, and P. Reggiani
Hydrol. Earth Syst. Sci. Discuss., https://doi.org/10.5194/hess-2016-33, https://doi.org/10.5194/hess-2016-33, 2016
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Short summary
This study determines the actual causes of water shortage at Mushandike Irrigation Scheme in Zimbabwe. The water stress at the scheme has been largely attributed to climate change and the uncontrolled expansion of the land under irrigation. Results show that water shortages at the scheme are a result of over-abstraction from the dam beyond the firm yield, adoption of inefficient irrigation methods and high channel losses in the canal system and are not related to hydro-climatic conditions.
This study determines the actual causes of water shortage at Mushandike Irrigation Scheme in...