GEOINFORMATION ASSESSMENT of DAM FAILURE VULNERABILITY in NIGERIA *Salamatu, L

Total Page:16

File Type:pdf, Size:1020Kb

GEOINFORMATION ASSESSMENT of DAM FAILURE VULNERABILITY in NIGERIA *Salamatu, L GEOINFORMATION ASSESSMENT OF DAM FAILURE VULNERABILITY IN NIGERIA *Salamatu, L. A1, Hauwa, .M.A1, Mahmud,U1, Oluwafemi, O.A1, Adepoju, K.2, 1Centre for Geodesy and Geodynamic (CGG), Toro, Bauchi State, Nigeria. 2Obafemi Awolowo University, Ile-Ife Osun state. E-mail:[email protected] Abstract: Dam has become a widely distributed and devastating disaster that has caused significant damages both economically and socially in Nigeria. Dam failure has caused more harm than good, Dam failure are caused by flood event, geological/foundation weakness (earthquake), storms and other human activity. Flooding originated from different levels of human environmental system which can lead to Dam failure. Flood event in Nigeria have pushed rivers over their banks and submerged hundreds of kilometers of urban and rural lands. Flash flood are common features in Nigeria during the raining season. This study therefore aims at creating a database and mapping of vulnerable area to dam failure using geospatial techniques. SRTM DEM was developed with ARCGIS 9.3 to identify vulnerable areas in both Towns/Villages as well as LGAs, the DEM was reclassified to highly vulnerable, moderately vulnerable and low vulnerable, using interval of less than 50m, 100m, 200m elevation from Dam 500m Buffer and River 300m Buffer. The study shows that 17 LGAs in Nigeria are vulnerable to dam failure after the buffering analysis was carried out and a total of 33 states are vulnerable to event of Dam failure. KEYWORD: Flooding, Vulnerability, Dam failure, Disaster, Nigeria 1 INTRODUCTION The earth is a combination of different natural systems which occurred uninterrupted before the existence of human beings. Geophysical events such as earthquakes, volcanic eruptions, landslides, spread and retreat of water along the river plains took place as a part of natural systems. Pandey, (2009)Natural hazards are the events or natural phenomenon that threatens or act disastrously in different space and time. When the natural hazards affects the environment and leads to financial environmental or human losses then it is called natural disasters. Natural disasters can be associated with many phenomenon such as the movement of the earth surface (earthquakes, mass movement), water (floods, tsunamis, storms) and fire (wild fire) Gillespie et al, (2007).Water resources in Africa seems abundant, Average annual flow is over 4000 billion m3, and includes the world’s longest river (the Nile) and it’s second largest in terms of basin and flow is the Congo. The wet equatorial zone produces 95 per cent of Africa total flow, while the semi-arid and arid zones produces only 5 per cent .Floods are of many types which includes flash flooding, flooding due to rising ground water Gruntfest and Handmer,( 2001), coastal flooding, and flooding due to the opening or breaking of dams or reservoir Forkuo,( 2011). Flash flood can occur within minutes or hours of excessive rainfall or a dam or levee failure or sudden release Jeyaseelan (1999). Dams which are constructed for a number of purposes such as provision of drinking water, recreation, irrigation and hydropower. If any outbreaks causes loss of life and affects agricultural products seker et al (2001). Dams and reservoirs provide important water storage for human and agricultural consumption and use, flood control, hydroelectric production, navigation, and recreation. However, along with the benefits, dam can also pose serious risk for the downstream river basin, agricultural land, historical sites, wildlife habitat and communities in the event of a catastrophic dam failure (breach). Whether caused by natural forces or terrorist attack, a catastrophic event like a dam failure is of great concern to local government officials in 2 terms of community preparedness and response. Dam failures happen. There are many reasons why a dam may breach: geological/foundation weakness (example: earthquakes), extreme storms which cause dam to overtop, structural problems, old age, terrorism, etc. Aim: The aim of this study is to assess the human vulnerability to Dam Failure hazard in Nigeria with a view of providing policy makers a framework for monitoring and responding to environmental hazard. Objectives The objective of the study are to: The specific objectives includes: To create a Geographic Information System (GIS) Database for Dam location in Nigeria; To examine the vulnerability level of each community where the Dams are located; To create public awareness and increased public participation in land use planning. Study Area Nigeria, officially the Federal Republic of Nigeria, is a federal constitutional comprising 36 states and its Federal Capital Territory, Abuja. The country is located in West Africa and shares land borders with the Republic of Benin in the west, Chad and Cameroon inthe east, and Niger in the north. Its coast in the south lies on the Gulf of Guinea in the Atlantic Ocean. Its cover a total Area of 923,768km2 /356, 667, sq. mi. Nigeria has a lot of Rivers and Dams which serve as means of hydropower, drinkable water, conservation area, recreational area, Transportation, Tourism and irrigation. Some of which includes the kainji dam, shiroro dam, Gubi dam, Eleyele dam, Doma dam, Bosso Dam etc. 3 Figure 1.1The Study Area Source: Salamatu (2014) 4 MATERIALS AND METHODS Data Types and sources In other to achieve the objective of the study both primary and secondary data which contains both spatial and non-spatial (attribute) were used. The data used includes: 1. TheAdminstrative Map of Nigeria showing the states 2. Local government map showing villages and Towns 3. Digital Elevation Model (DEM) of Nigeria at 30m resolution sourced from www.srtdem.org` 4. Google earth pro Data Processing and Preparation Google Earth Using Google earth, locating the Map of Nigeria the Dams were digitized with the required coordinates, and each of the Dams digitized was exported into the ArcGIS 9.3 version environment, the digitized Dams was formally in the format of KMZ. In the ArcGIS 9.3 version the Dams digitized was converted into shape-files after being exported. The digitized Dams was overlaid on the DEM of Nigeria as well as the administrative boundary of Nigeria. AdministrativeMap of Nigeria Using ArcGIS 9.3 version software the maps was imported using the Geo-tiff format from the C:\ drive, The map was Geo-reference and digitized, together with the 36 states and the federal capital territory Abuja as well as the drainage, The shape-files of the villages/towns and the 5 Local government area was also imported into the ArcGIS 9.3 version environment and the layer added to the Map of Nigeria. Methodology to Achieve Each Objective Objectives 1: To map out the Drainage and Dam Using ArcGIS 9.3 version the drainage was digitized on the map of Nigeria and the dams where digitized from Google earth which was converted to shape-file and then overlaid on the map of Nigeria. The criterion used for mapping out was based on proximity analysis in which the Buffer tool was used to Buffer River at 300m and Dams at 500m radius Objectives 2: To delineate and map out the vulnerability of villages and towns to Dam failure The Dam vulnerability area are areas that are likely to be flooded when the river overflow its banks, which leads to dam break or dam failure. The delineation and mapping of the vulnerable villages and towns is crucial for vulnerability assessments. The vulnerable areas was extracted from the DEM which was generated from the digitized contours of the shuttle Radar Topography Mission (SRTM). The dams where digitized from Google Earth and exported to ArcGIS 9.3 version and overlaid on the Map of Nigeria as well as the DEM. Triangular irregular Networks (TIN) was also generated from the contours extracted from the SRTM. The criterion used for delineating the flood vulnerable area was based on proximity analysis in which the Buffer tool was used for the delineation and also height (elevation) and this was achieved using the DEM which was therefore categorized into very highly vulnerable, highly vulnerable, moderately vulnerable, low vulnerable and very low vulnerable to dam break/ flood, the delineated criterion includes 6 1. Villages/Towns within 500m buffer of a dam 2. Villages/Towns within elevation less than 50m within 500m buffer of a dam 3. Towns within river dam buffer zones Objectives 3: To delineate and map out the vulnerability of the Local government areas (LGAS) Using ArcGIS 9.3 version, the map of Nigeria was digitized and the shape-file of the LGAS was overlaid, the dam 500m buffer was overlaid as well as the river 300m buffer which shows LGAS that falls within the buffer zones of the dam. Buffers are usually used to delineate protected zones around features or to show areas of influence, buffer can be used to select features in another feature class or they can be combined with other features using an overlay tool to find parts of features that fall in the buffer areas. The river and the dam was buffered. The output result shows the LGAS that are within river and dam buffer. RESULTS & DISCUSSION Results The results of the study includes the production of thematic map of Dams location and Drainage, Towns and Villages vulnerable to Dam failure as well as LGAs and states in which the Towns and Villages are located. The results located also includes proximity analysis (Buffering) to determine settlements that are vulnerable Dam failure and identifying locations that are prone to Dam failure within the study area. 7 Drainage and Dam (Objective
Recommended publications
  • Geotechnical Investigation of Road Failure Along Ilorin-Ajase – Ipo Road Kwara State, Nigeria
    View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by International Institute for Science, Technology and Education (IISTE): E-Journals Journal of Environment and Earth Science www.iiste.org ISSN 2224-3216 (Paper) ISSN 2225-0948 (Online) Vol. 3, No.7, 2013 Geotechnical Investigation of Road Failure along Ilorin-Ajase – Ipo Road Kwara State, Nigeria. Dr. I.P. Ifabiyi [email protected] Department of Geography and Environmental Management Faculty of Business and Social Science P.M.B 1515, University Of Ilorin, Ilorin. Kwara State, Nigeria. Mr. Kekere, A.A [email protected] Department of Art and Social Science, Unilorin Secondary School, University Of Ilorin, Ilorin, Nigeria. Abstract The incessant failure of road network in Nigeria has generated a lot of concern by road users and government. Apart from lives and properties that are lost annually to road crashes, road rehabilitation across the country has become a financial burden to the federal government. Several factors have been identified to be responsible to road failure in Nigeria; they include geological, geomorphological, road usage, bad construction and wrong approach to maintenance. Hence, this paper examines some of the factors responsible for road failure along Ilorin-Ajase Ipo road, Kwara State Nigeria. Soil samples were collected from Five (5) portions of the road that are badly affected by road failure. These portions include: Agricultural and Rural Management Training Institute (ARMTI) 17+800km, Kabba Owode 18+00Km, Idofian 23+700Km, Koko 29+700Km and Omupo 35+700Km axis. The soil samples collected were analyzed four engineering properties: particle size distribution (PSD),atterberg limit, compaction test California Bearing Ratio (CBR).
    [Show full text]
  • List of Dams and Reservoirs 1 List of Dams and Reservoirs
    List of dams and reservoirs 1 List of dams and reservoirs The following is a list of reservoirs and dams, arranged by continent and country. Africa Cameroon • Edea Dam • Lagdo Dam • Song Loulou Dam Democratic Republic of Congo • Inga Dam Ethiopia Gaborone Dam in Botswana. • Gilgel Gibe I Dam • Gilgel Gibe III Dam • Kessem Dam • Tendaho Irrigation Dam • Tekeze Hydroelectric Dam Egypt • Aswan Dam and Lake Nasser • Aswan Low Dam Inga Dam in DR Congo. Ghana • Akosombo Dam - Lake Volta • Kpong Dam Kenya • Gitaru Reservoir • Kiambere Reservoir • Kindaruma Reservoir Aswan Dam in Egypt. • Masinga Reservoir • Nairobi Dam Lesotho • Katse Dam • Mohale Dam List of dams and reservoirs 2 Mauritius • Eau Bleue Reservoir • La Ferme Reservoir • La Nicolière Reservoir • Mare aux Vacoas • Mare Longue Reservoir • Midlands Dam • Piton du Milieu Reservoir Akosombo Dam in Ghana. • Tamarind Falls Reservoir • Valetta Reservoir Morocco • Aït Ouarda Dam • Allal al Fassi Dam • Al Massira Dam • Al Wahda Dam • Bin el Ouidane Dam • Daourat Dam • Hassan I Dam Katse Dam in Lesotho. • Hassan II Dam • Idriss I Dam • Imfout Dam • Mohamed V Dam • Tanafnit El Borj Dam • Youssef Ibn Tachfin Dam Mozambique • Cahora Bassa Dam • Massingir Dam Bin el Ouidane Dam in Morocco. Nigeria • Asejire Dam, Oyo State • Bakolori Dam, Sokoto State • Challawa Gorge Dam, Kano State • Cham Dam, Gombe State • Dadin Kowa Dam, Gombe State • Goronyo Dam, Sokoto State • Gusau Dam, Zamfara State • Ikere Gorge Dam, Oyo State Gariep Dam in South Africa. • Jibiya Dam, Katsina State • Jebba Dam, Kwara State • Kafin Zaki Dam, Bauchi State • Kainji Dam, Niger State • Kiri Dam, Adamawa State List of dams and reservoirs 3 • Obudu Dam, Cross River State • Oyan Dam, Ogun State • Shiroro Dam, Niger State • Swashi Dam, Niger State • Tiga Dam, Kano State • Zobe Dam, Katsina State Tanzania • Kidatu Kihansi Dam in Tanzania.
    [Show full text]
  • Implications of Community Infrastructure Provision in the Development of Medium-Sized Towns in Kwara State Nigeria Adedayo, A
    Ethiopian Journal of Environmental Studies and Management EJESM Vol. 5 no.4 (Suppl.2) 2012 IMPLICATIONS OF COMMUNITY INFRASTRUCTURE PROVISION IN THE DEVELOPMENT OF MEDIUM-SIZED TOWNS IN KWARA STATE NIGERIA ADEDAYO, A. and *AFOLAYAN, G.P. http://dx.doi.org/10.4314/ejesm.v5i4.S23 Received 20th September 2012; accepted 1st November 2012 Abstract Infrastructure has been recognized as the crux of human settlement development. This paper therefore examines the implications of community provision of infrastructure in the development of medium – sized towns in Nigeria. Medium-sized towns are settlements with population size of between 5,000 and 20,000. Data were collected from both primary and secondary sources. The findings generally revealed a high level of community participation in the provision of such infrastructure as schools, electricity, roads, water, market stalls, health facilities, and town halls. However, variations exist among the medium – sized towns in the type and number of infrastructure provided by community action. Kendall’s Coefficient Concordance (W) used to test the degree of variations in ranks revealed a significant agreement in the ranking. Hierarchical Cluster Analysis used to classify the medium – sized towns based on infrastructure provision produced three classes. The general implication of this study is that, infrastructure provision by community action can lead to a balanced regional development as other smaller towns around the study emulate the action. Recognizing the role of small – sized towns in a balanced regional development process, government should encourage the people through the provision of financial support, machineries and technical know-how in the provision of infrastructure. This paper recommends the integration of community development plans with those of the local government towards achieving even development.
    [Show full text]
  • Niger Basin Snapshot
    Adaptation to Climate Change in the Upper and Middle Niger River Basin River Basin Snapshot Draft for Discussion May 2010 Adaptation to Climate Change in the Upper and Middle Niger River Basin Content Executive Summary............................................................................................................... 3 Part one: Water resources and Climate ................................................................................. 6 The Niger River Basin........................................................................................................ 6 Geography ..................................................................................................................... 6 Water storage ................................................................................................................ 8 Agriculture...................................................................................................................... 9 Navigation...................................................................................................................... 9 Livestock and Fishing................................................................................................... 10 Water quality................................................................................................................ 10 Vulnerability and Relevance of Climate Change and Variability ....................................... 10 Climate Change and Variability.......................................................................................
    [Show full text]
  • Tailwater Recycling for Hydro-Power Generation, Niger River A.W
    ALAYANDE and BAMGBOYE 29th WEDC International Conference Abuja, Nigeria, 2003 TOWARDS THE MILLENNIUM DEVELOPMENT GOALS Tailwater recycling for hydro-power generation, Niger River A.W. Alayande and O.A. Bamgboye, Nigeria THE WATER RESOURCES potential of the Niger River System desertification and water diversion activities for irrigation is under natural and human induced stresses. Naturally purposes by peasant farmers along the river course are induced stresses arise from climate change affects the pointers to an impending low inflow of the black flood potential rainfall and evapotranspiration within the basin waters into Nigeria. Excessive use or diversion of water for while human induced stresses arises from harnessing the other purposes in the Sokoto-Rima basin can also render basin’s water resources to meet agricultural, domestic, the contribution of the white flood into the Kainji lake very industrial and hydro-power developments of member na- low. The Kainji and Jebba Plants are generating 22.31% of tions within the Niger Basin Authority. Future water the total installed capacities of the NEPA generating facili- development in the basin is likely to generate political ties. All together the three hydro-stations including Shiroro tensions as the nations within the basin compete for the plants are generating 32.1%. control of an increasingly important and limited resource. Various individuals and organizations had in the past While Mali and Niger are completely dependent on the recommended alternative solutions to the low flow prob- Niger River for their water resource, Nigeria, which is the lems into the Kainji lake. NEPA on its part had initiated ultimate downstream riparian user of the Niger River flows studies and design into four potential dam sites at Dasin is critically positioned and the continued operation of her Hausa, Makurdi, Lokoja and Onitsha but the main con- renewable energy stations at Kainji and Jebba are at the straints to their implementation is the unacceptable envi- mercy of upstream riparian users.
    [Show full text]
  • TIME/LEAGUE LEAGUE 1 8.30AM to 9.30AM
    FOURTH ANNUAL TAX CLUB QUIZ COMPETITION KWARA SOUTH SENATORIAL DISTRICT PRELIMINARY ROUND DRAW DATE: WEDNESDAY, 19TH JUNE 2019 VENUE: OKE ONIGBIN SECONDARY SCHOOL, OKE ONIGBIN TIME/LEAGUE SCHOOLS LEAGUE 1 1. ABGONNA HIGH SCHOOL, SHARE 2. AJAGUN COMPREHENSIVE HIGH SCHOOL 8.30AM 3. ANSARUL ISLAM SENIOR SECONDARY SCHOOL OFFA to 4. AYAKI SECONDARY GRAMMAR SCHOOL 9.30AM 5. BIMAKS INTERNATIONAL SCHOOL 6. COMMUNITY GRAMMAR SCHOOL, ORA 1. ABIOLA STANDARD COLLEGE LEAGUE 2 2. ALADE COLLEGE 09.45AM 3. ANSARUL-ISLAM SECONDARY SCHOOL, OMU-ARAN to 4. BABALOLA MEMORIAL GRAMMAR SCHOOL, ODO OWA 10.45AM 5. BRIGHT WAY SCHOOL, SHARE 6. COMMUNITY SECONDARY SCHOOL, OBA ISIN 1. ADEOLA COLLEGE, OFFA LEAGUE 3 2. ALLA GRAMMAR SCHOOL 11.00AM 3. APOSTOLIC FAITH SECONDARY SCHOOL to 4. BANWO OLUFUNTO IDEAL COLLEGE 12.00PM 5. BUKS INTERNATIONAL SCHOOL 6. COMMUNITY SECONDARY SCHOOL, BABANLOMA 1. ADESOYE COLLEGE LEAGUE 4 2. ANGLICAN COMPREHENSIVE COLLEGE 12.15PM 3. ARANDUN GRAMMAR SCHOOL to 4. BAPTIST GRAMMAR SCHOOL, ISANLU ISIN 1.15PM 5. CHRISTIAN COMPREHENSIVE HIGH SCHOOL, IJOMU-ORO 6. COMMUNITY SENIOR SECONDARY SCHOOL, GANMO 1. AGBONDA HIGH SCHOOL LEAGUE 5 2. ANSA RUL ISLAM SECONDARY SCHOOL, IGBONLA 1.30PM 3. ARAN-ORIN COMPREHENSIVE HIGH SCHOOL to 4. BAPTIST GRAMMAR SCHOOL, IGBAJA 2.30PM 5. COLLEGE OF EDUCATION MODEL SECONDARY SCHOOL 6. COMPREHENSIVE HIGH SCHOOL, OKE AYO LEAGUE 6 1. AJAGUN COMMUNITY HIGH SCHOOL, ORO AGO 2.45PM 2. ANSARUL ISLAM GRAMMAR SCHOOL, IJOMU-ORO 3. AWORO ONA GRAMMAR SCHOOL, IRABON ORO-AGO to 4. BENEVOLENT COMPREHENSIVE HIGH SCHOOL 3.45PM 5. COMMUNITY COMPREHENSIVE HIGH SCHOOL, OBBO ILE 6.
    [Show full text]
  • The Spacio-Temporal Changes of Kiri Dam and Its Implications” in Adamawa State, Nigeria
    International Journal of Scientific and Research Publications, Volume 8, Issue 8, August 2018 469 ISSN 2250-3153 “The Spacio-Temporal Changes of Kiri Dam and Its Implications” In Adamawa State, Nigeria. B. L. Gadiga and I. D. Garandi Department of Geography, Adamawa State University, Mubi, Adamawa State, Nigeria [email protected]/[email protected] +2348064306660 [email protected] +2348030790726 DOI: 10.29322/IJSRP.8.8.2018.p8058 http://dx.doi.org/10.29322/IJSRP.8.8.2018.p8058 ABSTRACT This study focuses on the assessment of the spatial and temporal changes of Kiri lake between 1984 and 2016. The study used both geo-information techniques and field survey to carry out analysis on the spatial as well as the changes in the depth of the lake. Landsat TM and OLI of 1984 and 2016 respectively were digitized in order to determine the extent of surface area changes that has occurred. Field method was used in determining changes in the depth of the lake. The results revealed that the lake has reduced in both surface area and depth. The surface area of the lake in 1984 was 100.3 m2 which reduced to 57.0 m2 in 2016. This means that the surface area of the lake has reduced by 43% within the period of 32 years whereas the depth has reduced by more than half of its original depth. The original depth of which was 20 m has reduced to an average depth of 8.48 m. This revealed that an average siltation of 11.52 m has occurred within the period under study.
    [Show full text]
  • Environmental Challenges and the Quest for Social Justice in Dam Communities of Nigeria
    Bangladesh e-Journal of Sociology. Volume 10, Number 2. July 2013 80 Environmental Challenges and the Quest for Social Justice in Dam Communities of Nigeria Ali Arazeem Abdullahi1, Usman A. Raheem2, Saliman Tunde Saliman3. Abstract: While the Nigerian government is focusing its attention on building new dams, the problems and challenges posed by the existing dams to the people and environment across dam communities of Nigeria seem to have been neglected or glossed over. This paper examines the environmental challenges posed by existing dams and how these problems have aggravated grassroots activism and the quest for social justice in dam communities of Nigeria. The paper also examines the institutional arrangement that has been put in place by the government of Nigeria to address these agitations and how effective this might be. On the whole, the paper draws on the concept of community participation to interrogate the socio-cultural and ecologic chasm that certain large dam projects appear to have created between the state and local communities. Keywords: environment, environmental degradation, Dams; HYPADEC; Community participation, Nigeria. Background Dams, especially large ones, function to provide water and energy; they are therefore indispensable mechanisms for economic growth. Large dams4 are also centres of attraction for travelers and tourists. They provide employment for the unemployed and are rich sources of fresh fishes. Following the importance attached to large dams, reports have shown that between 30% and 40% of irrigated land worldwide depend on dams while 19% of world electricity is generated from them (World Commission on Dams [WCD], 2000). By the end of the 20th century, as many as 45,000 large dams have been built across the world (WCD, 2000) with a staggering $2 trillion spent on them (International Rivers Network, [IRN], 2003).
    [Show full text]
  • Moddibo Adama University of Technology Yola And
    MODDIBO ADAMA UNIVERSITY OF TECHNOLOGY YOLA AND NATIONAL OFFICE FOR TECHNOLOGY ACQUISITION AND PROMOTION (NOTAP) REASEARCH OPPORTUNITIES IN RIVER BASINS DEVELOPMENT AUTHORITIES A CASE STUDY OF UPPER BENUE BASIN PRESENTED BY ENGR. ABUBAKAR H. MU’AZU DEPUTY DIRECTOR OPERATIONS UPPER BENUE RIVER BASIN DEVELOPMENT AUTHORITY YOLA OCTOBER, 2011 INTRODUCTION FUNCTIONS The functions of each Authority shall be- The Authority was established by decree to undertake comprehensive development of both surface and underground water resources for multipurpose use with particular no.25 of 1976, amended by decree emphasis on the provision of irrigation infrastructure and the no.87 of 1979, again amended by decree control of Flood and erosion and for water-shed management; to construct, operate and maintain dams, dykes, polders, wells, no. 35 of 1987. boreholes, irrigation and drainage systems, and other works necessary for the achievement of the authority’s functions and The operational area of the Authority is hand over all lands to be cultivated under the irrigation scheme to based on the geographical area of all the the farmers; to supply water from the Authority’s completed storage schemes to major tributaries of the Benue River all users for a fee to be determined by the Authority concerned, upstream of Ibbi town in Taraba State, With the approval of the Minister; to construct, operate and maintain infrastructural services such as comprising Adamawa Central and South roads and bridges linking project sites; provided that such infrastructural services are included and form an integral part of the Senatorial districts, Bauchi South list of approved projects; Senatorial district, all the three to develop and keep up-to-date comprehensive water resources master plan, indentifying all water resources requirements in the Senatorial districts of Gombe and Taraba Authority’s area of operation, through adequate collection and collation of water resources, water use, socio-economic and States.
    [Show full text]
  • The Epidemiology and Chemotherapeutic Approaches to the Control of Urinary Schistosomiasis in School-Age Children
    Atalabi and Adubi BMC Infectious Diseases (2019) 19:73 https://doi.org/10.1186/s12879-018-3647-y RESEARCHARTICLE Open Access The epidemiology and chemotherapeutic approaches to the control of urinary schistosomiasis in school-age children (SAC): a systematic review Tolulope Ebenezer Atalabi1* and Taiwo Oluwakemi Adubi2 Abstract Background: Human schistosomiases are acute and chronic infectious diseases of poverty. Currently, epidemiological data of urinary schistosomiasis (US) in school-age children (SAC) and adults are often reported together making it difficult to ascertain the true status of the disease. Based on this premise, we set out to carry out this review. Method: To achieve this aim, we carried out a computer-aided search of PubMed, Web of Science, Science Direct, African Journals OnLine (AJOL) and the database of World Health Organization. However, the information obtained from these sources was supplemented with additional literatures from Mendeley,ARTICLE Research Gate, and Google. Results: The search yielded 183 literatures of which 93 full text research, review and online articles were deemed fit for inclusion. Our key findings showed that: (1) of all World Health Organization (WHO) Regions, Africa is the most endemic zone for US, with Kenya and Senegal recording the highest prevalence and mean intensity respectively; (2) SAC within the range of 5–16 years contribute most significantly to the transmission cycle of US globally; (3) gender is a factor to watch out for, with male often recording the highest prevalence and intensity of infection; (4) contact with open, potentially infested water sources contribute significantly to transmission; (5) parental factors (occupation and education status) predispose SAC to US; (6) economic vis a vis ecological factors play a key role in infection transmission; and (7) in the last decade, a treatment coverage of 45% was never achieved globally for SAC or non-SAC treatment category for urinary schistosomiasis.
    [Show full text]
  • Effects of Some Physicochemical Parameters on Oreochromis Niloticus in Dadin Kowa Reservoir Gombe State Nigeria
    Int’l Journal of Advances in Chemical Engg., & Biological Sciences (IJACEBS) Vol. 2, Issue 2 (2015) ISSN 2349-1507 EISSN 2349-1515 Effects of Some Physicochemical Parameters on Oreochromis Niloticus in Dadin Kowa Reservoir Gombe State Nigeria *Abubakar U.M., D. M. Umar and Zainab M. Z with possible effects on growth and reproduction are important Abstract—The physicochemical study of Dadin Kowa reservoir considerations of fish farmers (Lamai, et al., 1999). Gombe State Nigeria has been carried out fortnightly over a period of The physico-chemical study of water could also help in six months (May to October, 2014). Water samples were collected understanding of the structure and function of a particular using 250ml sampling bottles and brought to the laboratory for water body in relation to its inhabitant. The chemical elements analysis. Only temperature and transparency were determined insitu. found in water have an effect on biological processes which There were no significant difference (P>0.05) in all the parameters lead to interconversion of energy, production of organic within various months and all the parameters were almost within the tolerable limit for supporting aquatic life. Oreochromis niloticus materials and ultimately to production of aquatic resources were sampled by the local fishermen at the landing sites using such as fisheries and other biological components found in various mesh sizes of gillnet (2.0, 2.5, 3.0cm). Laboratory water ecosystem (Mustapha, 2003). The proper balance of measurements were conducted to determine the length and weight of physical, chemical and biological properties of water in lakes, the fish and this information were used to determine the condition ponds, reservoirs, and rivers is an essential ingredient for factor of the fish.
    [Show full text]
  • Determination of Volume and Direction of Flow of Kainji Reservoir Using Hydro-Geomatics Techniques
    Nigerian Journal of Technology (NIJOTECH) Vol. 36, No. 4, October 2017, pp. 1010 – 1015 Copyright© Faculty of Engineering, University of Nigeria, Nsukka, Print ISSN: 0331-8443, Electronic ISSN: 2467-8821 www.nijotech.com http://dx.doi.org/10.4314/njt.v36i4.3 DETERMINATION OF VOLUME AND DIRECTION OF FLOW OF KAINJI RESERVOIR USING HYDRO-GEOMATICS TECHNIQUES M. O. Ehigiator1,*, O. S. Oladosu2 and I. R. Ehigiator – Irughe3 1 DEPARTMENT OF APPLIED SCIENCES, BENSON IDAHOSA UNIVERSITY, BENIN CITY. EDO STATE, NIGERIA 2,3 DEPT. OF GEOMATICS, FACULTY OF ENVIRONMENTAL SCIENCES, UNIVERSITY OF BENIN, EDO STATE, NIGERIA. E-mail addresses: [email protected], [email protected], [email protected] ABSTRACT Determination of volume and direction of flow of river plays a key role in determining the direction of transported materials to the downstream. Bathymetry survey which incorporate sounding to determine the depths with respect to a known bench mark together with coordinates of points referenced to a minimum of two horizontal controls are enough to fix position of points aboard a boat traversing a river during field work. In this paper, MIDAS Echo Sounder and Trimble Dual Frequency GPS was used for data acquisition. Data analysis was done with the aid of Surfer golden software. The results obtained showed a computed volume of 13200456.595Mm3, 13226766.629Mm3 and 13209519.223Mm3 for the reservoir using trapezoidal, Simpson’s and Simpson’s 3/8 rules respectively. A contour map, 3D wireframe map overlaid with grid vector maps of the river bed were produced to create a 3D effect of Kainji reservoir flow direction.
    [Show full text]