Understanding and Quantifying Channel Transmission Loss Processes in the Limpopo River Basin

Total Page:16

File Type:pdf, Size:1020Kb

Understanding and Quantifying Channel Transmission Loss Processes in the Limpopo River Basin UNDERSTANDING AND QUANTIFYING CHANNEL TRANSMISSION LOSS PROCESSES IN THE LIMPOPO RIVER BASIN A thesis submitted in fulfilment of the requirements for the degree of MASTER OF SCIENCE in the FACULTY OF SCIENCE of RHODES UNIVERSITY Grahamstown South Africa by Vuyelwa MVANDABA MARCH 2018 UNDERSTANDING AND QUANTIFYING CHANNEL TRANSMISSION LOSS PROCESSES IN THE LIMPOPO RIVER BASIN by Vuyelwa MVANDABA SUPERVISOR PROF D.A. HUGHES INSTITUTE FOR WATER RESEARCH, RHODES UNIVERSITY CO-SUPERVISORS DR E. KAPANGAZIWIRI COUNCIL FOR SCIENTIFIC AND INDUSTRIAL RESEARCH DR J. MWENGE KAHINDA COUNCIL FOR SCIENTIFIC AND INDUSTRIAL RESEARCH DEGREE: Master of Science (HYDROLOGY) i ABSTRACT Water availability is one of the major societal issues facing the world. The ability to understand and quantify the impact of key hydrological processes on the availability of water resources is therefore integral to ensuring equitable and sustainable resource management. A review of previous hydrological studies conducted in the Limpopo River Basin has revealed a gap in the understanding of surface water-groundwater interactions, particularly channel transmission loss processes. These earlier studies, focused largely on the Limpopo River’s main stem, have attributed the existence of these streamflow losses to the presence of significant alluvial aquifers and indicated that the losses account for about 30 percent (or 1000 Mm3 a-1) of the basin’s water balance. The work conducted in this dissertation reports on the delineation of alluvial aquifers across three sub-basins of the Limpopo River Basin namely, the Mokolo (South Africa), Motloutse (Botswana) and Mzingwane (Zimbabwe) sub-basins and the estimation of potential channel transmission losses based on the alluvial aquifer properties. Additionally, an assessment of the different approaches that can be applied to simulate these channel transmission losses in the Pitman Model is presented. To delineate alluvial aquifers, general land cover classes including alluvial aquifers were produced from Landsat-8 imagery through image classification. The areal extent of the delineated alluvial aquifers was calculated using ArcMap 10.3. To quantify channel transmission losses and determine the effects on regional water resources, three approaches using the Pitman model were applied. The three approaches include an explicit transmission loss function, the use of a wetland function to represent channel- floodplain storage exchanges and the use of a ‘dummy’ reservoir to represent floodplain storage and evapotranspiration losses. Results indicate that all three approaches were able to simulate channel transmission losses, although with differing magnitudes. Observed monthly flow data were used to ii as a means of validating loss simulations however for each sub-basin, medium and low flows were over-simulated which accounts for water uses that were inefficiently represented due to lack of data. Knowledge of the structure of the transmission loss function dictates that it is better at representing the dynamics of channel transmission losses, as it takes into account the contribution of losses to groundwater recharge whereas the other two functions simply store water and release it back to the channel. Overall, the hydrological modelling results demonstrate the potential of each approach in reproducing the dynamics of channel transmission losses between channel and alluvial aquifer within an existing sub-basin scale hydrological model. It is believed that better quantification of losses and more efficient qualitative determination of the function which best represents transmission losses, can be attained with more reliable observed data. In conclusion, a study of this nature can be beneficial to water resource estimation programmes as it highlights the uncertainties related with quantifying channel transmission loss processes in a semi-arid environment. KEYWORDS: Alluvial aquifers; Channel transmission losses; Hydrological modelling; Landsat-8; Limpopo River Basin; Pitman Model iii Declaration I declare that the dissertation entitled Understanding and Quantifying Channel Transmission Loss Processes in the Limpopo River Basin which I hereby submit for the degree of MSc (Hydrology) at Rhodes University, is my own work. I also declare that this dissertation has not previously been submitted by me for a degree at this or any other tertiary institution and that all the sources that I have used or quoted have been indicated and acknowledged by means of complete references. Vuyelwa MVANDABA iv Acknowledgements To my supervisor, Professor Denis Hughes and co-supervisors Drs. Evison Kapangaziwiri and Jean-Marc Mwenge Kahinda: I would like to thank you for your guidance and consistently clear and strategic advice. I value your critique and most importantly, your patience! To my sponsors, the Council for Scientific and Industrial Research (CSIR) and Water Research Commission (WRC) in South Africa: I have benefitted immensely from being involved in the project and hope to continue contributing to this field of work. Thank you for sponsoring my MSc journey. To my colleagues at the CSIR, Nadia Oosthuizen, Nompumelelo Mandlazi, Shirley Malema, Sabelo Madonsela: I am grateful for your moral support, assistance and friendship. To my parents, Lineo Molingoana and Ramatedile Motseko, my grandmother Matshiliso Moji, my partner, Siviwe Vutha and my friends: Thank you for the encouragement that you have given me over the years and for understanding when I had to work over weekends! To God: thank you for carrying me through this journey! v Table of Contents Chapter 1 Chapter 1 Introduction 13 1.1 Introduction and background _________________________________________________ 13 1.1.1 Water resource management in the Limpopo River Basin ________________________________ 15 1.1.2 Understanding hydrological processes in arid/semi-arid environments of southern Africa 18 1.1.3 Channel transmission losses _______________________________________________________________ 19 1.2 Problem statement and research justification _________________________________ 21 1.3 Study aim and objectives _____________________________________________________ 21 1.4 Expected Outcomes ___________________________________________________________ 23 1.5 Organisation of the dissertation ______________________________________________ 24 Chapter 2 Introduction ___________________________________________________________ 25 2.1 Introduction ___________________________________________________________________ 25 2.2 Channel transmission losses __________________________________________________ 25 2.2.1 Definition of channel transmission losses__________________________________________________ 25 2.2.2 Significance of channel transmission losses _______________________________________________ 29 2.2.3 Methods of estimating channel transmission losses ______________________________________ 29 2.2.4 Examples of estimation of transmission losses in semi-arid/arid environments __________ 31 2.2.4.1 Estimation of transmission losses in the World and Africa ___________________________ 31 2.2.4.2 Estimation of transmission losses in South Africa ____________________________________ 35 2.2.4.3 Estimation of transmission losses in the Limpopo River Basin _______________________ 38 2.3 Alluvial aquifers _______________________________________________________________ 41 2.3.1 Definition and classification of alluvial aquifers ___________________________________________ 41 2.3.2 Significance of alluvial aquifers ____________________________________________________________ 43 2.3.3 Hydrological processes associated with alluvial aquifers __________________________________ 44 2.3.4 Alluvial aquifers in the Limpopo River Basin _______________________________________________ 44 2.3.5 Alluvial aquifer delineation techniques ____________________________________________________ 45 2.4 Hydrological (Rainfall-runoff) Modelling ______________________________________ 48 2.4.1 Definition and significance _________________________________________________________________ 48 1 2.4.2 Classification of hydrological models ______________________________________________________ 49 2.4.3 Model calibration and validation __________________________________________________________ 50 2.5 Conceptual framework ________________________________________________________ 51 2.5.1 Definition and significance of a conceptual framework ___________________________________ 51 2.5.2 Components of a conceptual hydrological framework ____________________________________ 52 2.6 Closing Remarks ______________________________________________________________ 53 Chapter 3 Studyareas _____________________________________________________________ 55 3.1 Introduction ___________________________________________________________________ 55 3.2 Selection of case study areas __________________________________________________ 55 3.3 The Mokolo sub-basin ________________________________________________________ 56 3.3.1 Physiography of the Mokolo sub-basin ____________________________________________________ 56 3.3.2 Geology and soils of the Mokolo sub-basin _______________________________________________ 57 3.3.3 Climate and hydrology of the Mokolo sub-basin __________________________________________ 58 3.3.4 Water and land use in the Mokolo sub-basin _____________________________________________ 59 3.4 The Motloutse sub-basin ______________________________________________________ 60 3.4.1 Physiography of the Motloutse sub-basin _________________________________________________
Recommended publications
  • Ecological Changes in the Zambezi River Basin This Book Is a Product of the CODESRIA Comparative Research Network
    Ecological Changes in the Zambezi River Basin This book is a product of the CODESRIA Comparative Research Network. Ecological Changes in the Zambezi River Basin Edited by Mzime Ndebele-Murisa Ismael Aaron Kimirei Chipo Plaxedes Mubaya Taurai Bere Council for the Development of Social Science Research in Africa DAKAR © CODESRIA 2020 Council for the Development of Social Science Research in Africa Avenue Cheikh Anta Diop, Angle Canal IV BP 3304 Dakar, 18524, Senegal Website: www.codesria.org ISBN: 978-2-86978-713-1 All rights reserved. No part of this publication may be reproduced or transmitted in any form or by any means, electronic or mechanical, including photocopy, recording or any information storage or retrieval system without prior permission from CODESRIA. Typesetting: CODESRIA Graphics and Cover Design: Masumbuko Semba Distributed in Africa by CODESRIA Distributed elsewhere by African Books Collective, Oxford, UK Website: www.africanbookscollective.com The Council for the Development of Social Science Research in Africa (CODESRIA) is an independent organisation whose principal objectives are to facilitate research, promote research-based publishing and create multiple forums for critical thinking and exchange of views among African researchers. All these are aimed at reducing the fragmentation of research in the continent through the creation of thematic research networks that cut across linguistic and regional boundaries. CODESRIA publishes Africa Development, the longest standing Africa based social science journal; Afrika Zamani, a journal of history; the African Sociological Review; Africa Review of Books and the Journal of Higher Education in Africa. The Council also co- publishes Identity, Culture and Politics: An Afro-Asian Dialogue; and the Afro-Arab Selections for Social Sciences.
    [Show full text]
  • Overview of Experiences in the Limpopo River Basin
    intersectorai Management of River Basins Overview of Experiences in the Limpopo River Basin Thomas Schild Team Leader, German Agency for Technical Co-operation (GTZ), Windhoek, Namibia Abstract The paper presents a summary of the findings of a German mission to four countries of Southern Africa, in which many people at different levels were asked to give their views about water issues in two trans-national river basins, the Limpopo and the Orange-Senqu. The principal common factors in people's responses are identified. Various sources and types of inequity are described. In conclusion, it is found that external assistance could be especially useful in areas of information and communication, and in organisational development for river-basin management. 1. Context A mission by a project appraisal team of the German Agency for Technical Co­ operation (GTZ) was carried out in September 2000, for the support of regional water management in the SADC (Southern African Development Community) region. The team talked to stakeholders of the Limpopo and the Orange-Senqu river basins. The mission had the following major tasks; Map the scene; Capture the expectations and issues of concern of the stakeholders with regard to the establishment of river basin commissions; Identify possible areas for technical co-operation; Make preparations for the planning workshop. 2. Procedures Between 14 and 29 September 2000, the group visited Zimbabwe, Mozambique, Botswana and South Africa and held discussions with relevant government institutions, parastatals and donor organisations involved in water resources management of the Limpopo and, where applicable, of the Orange/Senqu. Other resource persons, such as representatives of water users' organisations, researchers, non-governmental organisations (NGOs) and consultants were met.
    [Show full text]
  • Large Hydro-Electricity and Hydro-Agricultural Schemes in Africa
    FAO AQUASTAT Dams Africa – 070524 DAMS AND AGRICULTURE IN AFRICA Prepared by the AQUASTAT Programme May 2007 Water Development and Management Unit (NRLW) Land and Water Division (NRL) Food and Agriculture Organization of the United Nations (FAO) Dams According to ICOLD (International Commission on Large Dams), a large dam is a dam with the height of 15 m or more from the foundation. If dams are 5-15 metres high and have a reservoir volume of more than three million m3, they are also classified as large dams. Using this definition, there are more than 45 000 large dams around the world, almost half of them in China. Most of them were built in the 20th century to meet the constantly growing demand for water and electricity. Hydropower supplies 2.2% of the world’s energy and 19% of the world’s electricity needs and in 24 countries, including Brazil, Zambia and Norway, hydropower covers more than 90% of national electricity supply. Half of the world’s large dams were built exclusively or primarily for irrigation, and an estimated 30-40% of the 277 million hectares of irrigated lands worldwide rely on dams. As such, dams are estimated to contribute to 12-16% of world food production. Regional inventories include almost 1 300 large and medium-size dams in Africa, 40% of which are located in South Africa (517) (Figure 1). Most of these were constructed during the past 30 years, coinciding with rising demands for water from growing populations. Information on dam height is only available for about 600 dams and of these 550 dams have a height of more than 15 m.
    [Show full text]
  • Case Study of Mazowe Catchment, Zimbabwe
    Water quality and sediment transport issues in surface water Proc. IAHS, 377, 57–66, 2018 https://doi.org/10.5194/piahs-377-57-2018 Open Access © Author(s) 2018. This work is distributed under the Creative Commons Attribution 4.0 License. Sedimentation and Its Impacts/Effects on River System and Reservoir Water Quality: case Study of Mazowe Catchment, Zimbabwe Colleta Tundu1, Michael James Tumbare2, and Jean-Marie Kileshye Onema3 1Zimbabwe National Water Authority, P.O. Box Cy617 Causeway, Harare, Zimbabwe 2Department of Civil Engineering, University of Zimbabwe, P.O. Box MP167, Mt Pleasant, Harare, Zimbabwe 3WaterNet Secretariat, P.O. Box MP600, Mount Pleasant, Harare, Zimbabwe Correspondence: Colleta Tundu ([email protected]) Received: 7 June 2017 – Accepted: 10 October 2017 – Published: 16 April 2018 Abstract. Sediment delivery into water sources and bodies results in the reduction of water quantity and quality, increasing costs of water purification whilst reducing the available water for various other uses. The paper gives an analysis of sedimentation in one of Zimbabwe’s seven rivers, the Mazowe Catchment, and its impact on water quality. The Revised Universal Soil Loss Equation (RUSLE) model was used to compute soil lost from the catchment as a result of soil erosion. The model was used in conjunction with GIS remotely sensed data and limited ground observations. The estimated annual soil loss in the catchment indicates soil loss ranging from 0 to 65 t ha yr−1. Bathymetric survey at Chimhanda Dam showed that the capacity of the dam had reduced by 39 % as a result of sedimentation and the annual sediment deposition into Chimhanda Dam was estimated to be 330 t with a specific yield of 226 t km−2 yr−1.
    [Show full text]
  • Hydroclimatic Extremes in the Limpopo River Basin, South Africa, Under Changing Climate
    water Article Hydroclimatic Extremes in the Limpopo River Basin, South Africa, under Changing Climate Christina M. Botai 1,* , Joel O. Botai 1,2,3,4 , Nosipho N. Zwane 1, Patrick Hayombe 5, Eric K. Wamiti 5 , Thabo Makgoale 1, Miriam D. Murambadoro 1,6, Abiodun M. Adeola 1,7 , Katlego P. Ncongwane 1,8, Jaco P. de Wit 1, Michael G. Mengistu 1,4 and Henerica Tazvinga 1 1 South African Weather Service, Private Bag X097, Pretoria 0001, South Africa; [email protected] (J.O.B.); [email protected] (N.N.Z.); [email protected] (T.M.); [email protected] (M.D.M.); [email protected] (A.M.A.); [email protected] (K.P.N.); [email protected] (J.P.d.W.); [email protected] (M.G.M.); [email protected] (H.T.) 2 Department of Geography, Geoinformatics and Meteorology, University of Pretoria, Private Bag X20, Hatfield Pretoria 0028, South Africa 3 Department of Information Technology, Central University of Technology, Free State Private Bag X20539, Bloemfontein 9300, South Africa 4 School of Agricultural Earth and Environmental Sciences, University of KwaZulu-Natal, Durban 4041, South Africa 5 Kenya Water Institute, P.O. Box 60013–00200, Nairobi, Kenya; [email protected] (P.H.); [email protected] (E.K.W.) 6 Global Change Institute, University of the Witwatersrand, Private Bag 3, Wits 2050, Johannesburg, South Africa 7 School of Health Systems and Public Health, Faculty of Health Sciences, University of Pretoria, Private Bag X20, Hatfield Pretoria 0028, South Africa 8 School of Geography and Environmental Science, University of KwaZulu-Natal, Durban 4041, South Africa * Correspondence: [email protected]; Tel.: +27-12-367-6269 Received: 16 October 2020; Accepted: 18 November 2020; Published: 24 November 2020 Abstract: This research study evaluated the projected future climate and anticipated impacts on water-linked sectors on the transboundary Limpopo River Basin (LRB) with a focus on South Africa.
    [Show full text]
  • Alluvial Aquifers in the Mzingwane Catchment: Their Distribution, Properties, Current Usage and Potential Expansion
    Physics and Chemistry of the Earth 31 (2006) 988–994 www.elsevier.com/locate/pce Alluvial aquifers in the Mzingwane catchment: Their distribution, properties, current usage and potential expansion William Moyce a,*, Pride Mangeya a, Richard Owen a,d, David Love b,c a Department of Geology, University of Zimbabwe, P.O. Box MP167, Mt. Pleasant, Harare, Zimbabwe b WaterNet, P.O. Box MP600, Mt. Pleasant, Harare, Zimbabwe c ICRISAT Bulawayo, Matopos Research Station, P.O. Box 776, Bulawayo, Zimbabwe d Minerals Resources Centre, University of Zimbabwe, P.O. Box MP167, Mt. Pleasant, Harare, Zimbabwe Abstract The Mzingwane River is a sand filled channel, with extensive alluvial aquifers distributed along its banks and bed in the lower catch- ment. LandSat TM imagery was used to identify alluvial deposits for potential groundwater resources for irrigation development. On the false colour composite band 3, band 4 and band 5 (FCC 345) the alluvial deposits stand out as white and dense actively growing veg- etation stands out as green making it possible to mark out the lateral extent of the saturated alluvial plain deposits using the riverine fringe and vegetation . The alluvial aquifers form ribbon shaped aquifers extending along the channel and reaching over 20 km in length in some localities and are enhanced at lithological boundaries. These alluvial aquifers extend laterally outside the active channel, and individual alluvial aquifers have been measured with area ranging from 45 ha to 723 ha in the channels and 75 ha to 2196 ha on the plains. The alluvial aquifers are more pronounced in the Lower Mzingwane, where the slopes are gentler and allow for more sediment accumulation.
    [Show full text]
  • The Geology of the Shashe Area
    REPUBLIC OF BOTSWANA GEOLOGICAL SURVEY DEPARTMENT Director: T.P. Machacha BULLETIN SERIES Bulletin 35 THE GEOLOGY OF THE SHASHE AREA An explanation of quarter degree sheet 2127 A by D.T.ALDISS 1989 Published by the Director Geological Survey Department, Private Bag 14, Lobatse, Botswana with the authority of the Ministry of Mineral Resources and Water Affairs Republic of Botswana PRlNIED BY TIm GOVERl'.'MENT PRTh'TER, GABORONE, BOTSWANA 4.3.4 Sand and Gravel Sand for local use in construction is extracted by the truck-load from the Shashe River, especially at Tonotha, and to a lesser extent at Borolong, and from the Dati River near Francistown. The reserves for this kind of small-scale extraction appear to be very considerable, although no investigations have been made of the quality of the material. There is assumed to be some seasonal replenishment of the river sands although this must now be relatively restricted below the Shashe Dam. Gravel for major road construction was obtained from shallow pits which now remain at regular intervals along each of the main roads. This material is suitable for landfill and embankment construction but would be too impure for other uses, such as in concrete, for example. 4.4 Mineral Fuels The existence of coal in the Tlapana Formation has been proven by the drilling operations of Shell Coal (Botswana) (Pty.) Ltd. immediately to the south and west of the Shashe area, but its quality is not encouraging (Smith and Phofuetsile 1985). It seems unlikely that significant developments of coal extend into the present area.
    [Show full text]
  • RESILIENCE in the LIMPOPO BASIN (RESILIM) PROGRAM Final Report
    RESILIENCE IN THE LIMPOPO BASIN (RESILIM) PROGRAM Final Report October 1, 2017 This publication was produced for review by the United States Agency for International Development. It was prepared by Chemonics International Inc. The authors’ views expressed in this publication do not necessarily reflect the views of the United States Agency for International Development or the United States government. RESILIENCE IN THE LIMPOPO BASIN (RESILIM) PROGRAM Final Report October 1, 2107 Contract No. AID-674-C-12-00006 Cover photo: Across the Limpopo River Basin, the livelihoods of people such as this fisherman in Mozambique depend on effective transboundary management of natural resources, including water and biodiversity, as well as future climate impacts. Credit: Climate Investment Funds Action, 2014. CONTENTS Acronyms .............................................................................................................................................. i Executive Summary............................................................................................................................ ii 1. Project Context .............................................................................................................................. 1 Climate and Weather ................................................................................................................................... 1 Water Demand .............................................................................................................................................
    [Show full text]
  • Rosa 451V02 Zimbabwe Flood
    ZIMBABWE: Flood Snapshot (as of 09 March 2017) Situational Indicators Flood Risk Areas Homeless people Homesteads damaged 1,985 2,579 Zambia Mashonaland Mazowe Central Districts Affected Fatalities Mazowe Bridge Mashonaland 45 246 West Zambezi Harare Funding Raised Dams Breached Victoria Falls USD M Gwai 14.5 140 Mashonaland *Government raised Dahlia East Matabeleland Odzi Midlands Hydrological Update North Manicaland Expected river level/flow at this time of season (m3/s) Zambezi river Odzi river Bulawayo Odzi Gorge River level/flow as at 03/03/2017 3 69.1m3/s as percentage of expected 1556m /s Increase in flows due Increase in flows. River level/flow as at 27/02/2017 Moderate flood risk in as percentage of expected to incoming runoff from Masvingo the upstream countries Manicaland Normal river level/flow Runde at this time of season Matabeleland South Mzingwane Confluence with Tokwe Botswana 107% Legend 91% 123% Limpopo Mozambique Runde river 87% Mazowe river Flood Affected Districts 429% Worst Affected Districts 168.4m3/s 133% 167.4m3/s Site where river flow measured South Africa Increase in flows causing Flows are now flooding problems in Chivi. 212% increasing and are There is high risk of flooding 352% above average. Situation Update in Runde up to the confluence with Save. Zimbabwe has appealed for assistance after declaring floods a national disaster. Almost 250 people have been killed and about 2,000 people have been left homeless, with around 900 351% people displaced to a camp in Tsholostho in Matabeleland North. Much of the heavy rains 367% received over the past month can be attributed to Tropical Cyclone DINEO, which crossed 857% southern and western Zimbabwe as a powerful storm system in mid-February.
    [Show full text]
  • PARKS and WILD LIFE ACT Acts 14/1975, 42/1976 (S
    TITLE 20 TITLE 20 Chapter 20:14 PREVIOUS CHAPTER PARKS AND WILD LIFE ACT Acts 14/1975, 42/1976 (s. 39), 48/1976 (s. 82), 4/1977, 22/1977, 19/1978, 5/1979, 4/1981 (s. 19), 46/1981, 20/1982 (s.19 and Part XXVI), 31/1983, 11/1984, 35/1985, 8/1988 (s. 164), 1/1990, 11/1991 (s. 24), 22/1992 (s. 14); 19/2001; 22/2001; 13/2002. R.G.Ns 1135/1975, 52/1977, 126/1979, 294/1979, 265/1979, 294/1979, 748/1979; S.Is 675/1979, 632/1980, 640/1980, 704/1980, 773/1980, 781/1980, 786/1980, 139/1981, 140/1981, 181/1981, 183/1981, 639/1981, 860/1981, 139/1982, 140/1982, 337/1983, 454/1983, 123/1991 ARRANGEMENT OF SECTIONS PART I PRELIMINARY Section 1. Short title. 2. Interpretation. PART II PARKS AND WILD LIFE MANAGEMENT AUTHORITY 3. Establishment of Parks and Wild Life Management Authority. 4. Functions of Parks and Wild Life Management Authority. 5. Establishment and composition of Parks and Wild Life Management Authority Board. 6. Minister may give Board policy directions. 7. Minister may direct Board to reverse, suspend or rescind its decisions or actions. 8. Execution of contracts and instruments by Authority. 9. Reports of Authority. 10. Appointment and functions of Director-General and Directors of Authority. 11. Appointment of other staff of Authority. PART IIA FINANCIAL PROVISIONS 12. Funds of Authority. 13. Financial year of Authority. 14. Annual programmes and budgets of Authority. 15. Investment of moneys not immediately required by Authority. 16. Accounts of Authority.
    [Show full text]
  • Pdf | 218.74 Kb
    SOUTHERN AFRICA Flash Update No.11 – Tropical Cyclone Eloise As of 28 January 2021 HIGHLIGHTS • More than 270,000 people have been affected by Eloise across Southern Africa, including 267,289 in Mozambique, more than 1,000 in Zimbabwe and more than 1,000 in Eswatini. • The death toll from Eloise has risen to 21, including 11 in Mozambique, 3 in Zimbabwe, 4 in Eswatini, 2 in South Africa and 1 in Madagascar. • With flood waters present in multiple locations, the risk of water-borne diseases, including cholera, is high. • Tens of thousands of hectares of crops have been flooded due to the Eloise weather system, which could have consequences for the next harvest and food security in the period ahead. SITUATION OVERVIEW The Eloise weather system has left at least 21 people dead -11 in Mozambique, 3 in Zimbabwe, 4 in Eswatini, 2 in South Africa and 1 in Madagascar- and affected more than 270,000 people across Southern Africa, according to preliminary information which continues to be updated as new data becomes available. Although the damage wrought by Eloise to date has been less widespread than Tropical Cyclone Idai in 2019, homes, crops and infrastructure in Mozambique, Zimbabwe, Eswatini and South Africa have been damaged or destroyed. In Mozambique, the number of people affected by Tropical Storm Eloise has risen to 267,289, as assessment teams have reached areas impacted by the storm and further information is becoming available. At least 20,167 people are sheltering in 32 temporary accommodation centres after being displaced by flooding, where urgent needs include clean water and sanitation to prevent disease outbreaks.
    [Show full text]
  • The Lower Mzingwane Alluvial Aquifer: Managed Releases, Groundwater
    Write up (iv) interim paper for WaterNet 2007 The lower Mzingwane alluvial aquifer: managed releases, groundwater - surface water interactions and the challenge of salinity David Love a,b*, Richard Owen c, Stefan Uhlenbrook d,e, Pieter van der Zaag d,e and William Moyce f a WaterNet, PO Box MP600, Mt. Pleasant, Harare, Zimbabwe b ICRISAT Bulawayo, Matopos Research Station, PO Box 776 Bulawayo, Zimbabwe c Mineral Resources Centre, University of Zimbabwe, PO MP 167, Mt. Pleasant, Harare, Zimbabwe d UNESCO-IHE, Westvest 7, PO Box 3015, 2601 DA Delft, The Netherlands e Department of Water Resources, Delft University of Technology, PO Box 5048, 2600 GA Delft, The Netherlands f Department of Geology, University of Zimbabwe, PO MP 167, Mount Pleasant, Harare, Zimbabwe Abstract The alluvial aquifers of the Mzingwane Catchments are the most extensive of any tributaries in the Limpopo Basin and are present in the lower reaches of most of the larger rivers. The alluvial aquifers form ribbon shapes covering over 20 km in length, generally less than 1 km in width and areal extents ranging from 100 ha to 255 ha in the channels and 85 ha to 430 ha on the flood plains. The study area is the lower Mzingwane River, downstream of Zhovhe Dam for a stretch of approximately 50 km. Five commercial agro-businesses use alluvial groundwater for citrus, wheat, maize and vegetable production. The water is abstracted from boreholes and well-points in the river and on the banks. These large users are resupplied by release of water from Zhovhe Dam, which recharges the aquifer.
    [Show full text]