One of the major challenges and constraints to equitable access to safe, adequate, improved and affordable water supply and sanitation to its population is lack of appropriate water supply and sanitation facilities infrastructure in Nigeria. One very important water supply facility is water drilling rig. The water situation in Nigeria is precarious. As water resource stresses become acute in future, water deficit intensification in some areas (especially in the North) increases, coupled with escalating human demand, the conflict between human and environmental demands on water resources shall also intensify. The Governments and the External Supporting Agencies (ESAs) have supported the development of groundwater especially in the rural areas over the years, through the provision of Drilling Rigs, Geophysical equipment, chemical laboratory kits, hand pumps and spare parts to ensure sustainability of the programme. Some of these ESAs have provided direct funds for private sector drilling of borehole projects. Despite this huge investment there is still severe scarcity of water supply for domestic, agricultural and industrial purposes in Nigeria. This study investigates drilling rig technologies in Nigeria; understand their production and acquisition methods, their operation and the possible reasons for their poor impact on water provision.
Optimal Duration of Submersible Pump Equipped Deep Water Borehole Project in ...IJERA Editor
Optimal duration for constructing a submersible pump equipped deep water borehole in Ikwuano and optimal durations of distinct jobs in this project were determined to aid effective planning and implementation of borehole projects in this area. The investigation was conducted and analyzed using network modeling procedure. Results revealed 13days as the optimal duration of the borehole project when construction of overhead water distribution tank stantion constitutes part of the contract and 12days when the overhead structure is not involved. The optimal duration in hours for the distinct jobs involved in this borehole construction include 25.92 for site preparation/mobilization of geophysical survey team, 36 for geophysical analysis/selection of the best water yielding point in the site, 72 for mobilizing labour and materials to the selected site, 168 for constructing overhead water distribution tank stantion, 3.12 for placement of overhead tank(s) on its stantion/installation of its water conveying pipes/accessories, 4.56 for casing/gravel packing/flushing materials preparation, 19.44 for well drilling, 1.92 for casing, 1.92 for gravel packing, 1.2 for flushing, 25.92 for water collection/analysis, 1.2 for water treatment, 13.44 for pumping test, 25.92 for platforming, 77.04 for pump installation/integration of water conveying systems, 4.8 for test running and 0.96 for training end users/project commission. Thus, a guide for effective planning to ensure adequate and timely implementation of deep borehole water supply projects in Ikwuano is set.
One of the major challenges and constraints to equitable access to safe, adequate, improved and affordable water supply and sanitation to its population is lack of appropriate water supply and sanitation facilities infrastructure in Nigeria. One very important water supply facility is water drilling rig. The water situation in Nigeria is precarious. As water resource stresses become acute in future, water deficit intensification in some areas (especially in the North) increases, coupled with escalating human demand, the conflict between human and environmental demands on water resources shall also intensify. The Governments and the External Supporting Agencies (ESAs) have supported the development of groundwater especially in the rural areas over the years, through the provision of Drilling Rigs, Geophysical equipment, chemical laboratory kits, hand pumps and spare parts to ensure sustainability of the programme. Some of these ESAs have provided direct funds for private sector drilling of borehole projects. Despite this huge investment there is still severe scarcity of water supply for domestic, agricultural and industrial purposes in Nigeria. This study investigates drilling rig technologies in Nigeria; understand their production and acquisition methods, their operation and the possible reasons for their poor impact on water provision.
Optimal Duration of Submersible Pump Equipped Deep Water Borehole Project in ...IJERA Editor
Optimal duration for constructing a submersible pump equipped deep water borehole in Ikwuano and optimal durations of distinct jobs in this project were determined to aid effective planning and implementation of borehole projects in this area. The investigation was conducted and analyzed using network modeling procedure. Results revealed 13days as the optimal duration of the borehole project when construction of overhead water distribution tank stantion constitutes part of the contract and 12days when the overhead structure is not involved. The optimal duration in hours for the distinct jobs involved in this borehole construction include 25.92 for site preparation/mobilization of geophysical survey team, 36 for geophysical analysis/selection of the best water yielding point in the site, 72 for mobilizing labour and materials to the selected site, 168 for constructing overhead water distribution tank stantion, 3.12 for placement of overhead tank(s) on its stantion/installation of its water conveying pipes/accessories, 4.56 for casing/gravel packing/flushing materials preparation, 19.44 for well drilling, 1.92 for casing, 1.92 for gravel packing, 1.2 for flushing, 25.92 for water collection/analysis, 1.2 for water treatment, 13.44 for pumping test, 25.92 for platforming, 77.04 for pump installation/integration of water conveying systems, 4.8 for test running and 0.96 for training end users/project commission. Thus, a guide for effective planning to ensure adequate and timely implementation of deep borehole water supply projects in Ikwuano is set.
Irrigation Area Boundary Mapping and Asset Inventory Survey of Eastern Canal ...BishadUpadhyaya1
The Babai Irrigation Project (BIP) is a vital irrigation system located in Bardiya District, Nepal,
implemented by the Ministry of Energy, Water Resources, and Irrigation as part of the National
Pride Projects. This study aimed to conduct an asset inventory survey and map the irrigation
area boundaries of the BIP. A comprehensive methodology was employed, involving field
surveys, stakeholder consultations, data collection, analysis, and Geographic Information
System tools.
The BIP has a rich history, with the feasibility study conducted in 2035 BS and the first stage
of construction completed in 2040 BS to irrigate 13,240 hectares in the eastern branch. The
design works for the ongoing second stage of construction were concluded in 2058 BS.
Currently, the BIP is successfully delivering irrigation facilities to 22,962 hectares of land in
Bardiya District, playing a crucial role in achieving food security in the country.
The study focused on assessing the BIP to improve its management and ensure sustainable
operation. Primary and secondary data were collected, providing insights into the system's
historical background, socio-economic dynamics, land use patterns, and hydrological
characteristics. A comprehensive inventory of 1,808 structures, including GPS locations and
performance ratings, was conducted to assess their functionality.
Digital maps were developed to illustrate the spatial extent of the irrigation system at different
levels, enabling better decision-making. The canal system, identified as a concrete gravity flow
contour canal, derives water from the Babai River, with headworks located on the river's right
bank. The BIP comprises 1808 structures, including weirs, syphons, drain inlets, aqueducts,
and flow regulation check gates.
The study found that the overall performance of the BIP is intact, with the majority of waterconveying structures functioning properly. However, routine maintenance and repair are
needed to address deterioration and damages. Cross structures in all canals were in good
working condition, and non-hydraulic structures like VRB and foot slabs were functioning well
with a few requiring routine maintenances.
Recommendations include implementing routine maintenance and urgent rehabilitation for
some outlets and structures. The quarter near the settling basin in the headwork site requires
rehabilitation for future use. Overall, the BIP exhibits satisfactory performance, and this study
provides valuable insights for informed decision-making regarding maintenance and
improvement initiatives.
By analysing the condition and functioning of the BIP, this study serves as a foundation for
future planning, ensuring the sustainability and effective management of the Babai Irrigation
Project.
SyQwest Bathy-2010 Sub Bottom Profiler used in Tarbela Reservoir StudySyQwest Inc.
Hydrographic echo sounders are used to measure the depth to the seafloor by using the properties of acoustic waves. The principle of echo-sounders is basic - by measuring the two-way travel time between the acoustic waves transmitted on sea surface and those reflected at seafloor.
In this study, an integrated approach for hydrographic surveying is introduced and evaluated in terms of its efficiency in comparison with the traditional methods of hydrographic surveying. The approach develops an integrated environment of hydrographic surveying comprising human, hardware and software. The process of surveying starts from in-house planning using specialized geo-spatial softwares. Then, on site a combination of computer hardware, echosounder, differential global positioning system (DGPS), survey vessel and survey crew is made. Post-processing is performed after conducting a survey in order to improve quality of data by filtering errors and producing the end product like reservoir underwater terrain, development of reservoir stage-area and stage-storage relationships, etc. The study was applied to Tarbela Reservoir, Pakistan.
GIS BASED SUITABLE SITE SELECTION FOR FLOATING SOLAR POWER PLANT CASE STUDY;...Private Consultants
The study conducted on site selection for floating solar power plants at the Victoria and Randenigala reservoirs in Sri Lanka highlights the growing need for renewable energy sources and the potential of solar power in the region
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
Irrigation Area Boundary Mapping and Asset Inventory Survey of Eastern Canal ...BishadUpadhyaya1
The Babai Irrigation Project (BIP) is a vital irrigation system located in Bardiya District, Nepal,
implemented by the Ministry of Energy, Water Resources, and Irrigation as part of the National
Pride Projects. This study aimed to conduct an asset inventory survey and map the irrigation
area boundaries of the BIP. A comprehensive methodology was employed, involving field
surveys, stakeholder consultations, data collection, analysis, and Geographic Information
System tools.
The BIP has a rich history, with the feasibility study conducted in 2035 BS and the first stage
of construction completed in 2040 BS to irrigate 13,240 hectares in the eastern branch. The
design works for the ongoing second stage of construction were concluded in 2058 BS.
Currently, the BIP is successfully delivering irrigation facilities to 22,962 hectares of land in
Bardiya District, playing a crucial role in achieving food security in the country.
The study focused on assessing the BIP to improve its management and ensure sustainable
operation. Primary and secondary data were collected, providing insights into the system's
historical background, socio-economic dynamics, land use patterns, and hydrological
characteristics. A comprehensive inventory of 1,808 structures, including GPS locations and
performance ratings, was conducted to assess their functionality.
Digital maps were developed to illustrate the spatial extent of the irrigation system at different
levels, enabling better decision-making. The canal system, identified as a concrete gravity flow
contour canal, derives water from the Babai River, with headworks located on the river's right
bank. The BIP comprises 1808 structures, including weirs, syphons, drain inlets, aqueducts,
and flow regulation check gates.
The study found that the overall performance of the BIP is intact, with the majority of waterconveying structures functioning properly. However, routine maintenance and repair are
needed to address deterioration and damages. Cross structures in all canals were in good
working condition, and non-hydraulic structures like VRB and foot slabs were functioning well
with a few requiring routine maintenances.
Recommendations include implementing routine maintenance and urgent rehabilitation for
some outlets and structures. The quarter near the settling basin in the headwork site requires
rehabilitation for future use. Overall, the BIP exhibits satisfactory performance, and this study
provides valuable insights for informed decision-making regarding maintenance and
improvement initiatives.
By analysing the condition and functioning of the BIP, this study serves as a foundation for
future planning, ensuring the sustainability and effective management of the Babai Irrigation
Project.
SyQwest Bathy-2010 Sub Bottom Profiler used in Tarbela Reservoir StudySyQwest Inc.
Hydrographic echo sounders are used to measure the depth to the seafloor by using the properties of acoustic waves. The principle of echo-sounders is basic - by measuring the two-way travel time between the acoustic waves transmitted on sea surface and those reflected at seafloor.
In this study, an integrated approach for hydrographic surveying is introduced and evaluated in terms of its efficiency in comparison with the traditional methods of hydrographic surveying. The approach develops an integrated environment of hydrographic surveying comprising human, hardware and software. The process of surveying starts from in-house planning using specialized geo-spatial softwares. Then, on site a combination of computer hardware, echosounder, differential global positioning system (DGPS), survey vessel and survey crew is made. Post-processing is performed after conducting a survey in order to improve quality of data by filtering errors and producing the end product like reservoir underwater terrain, development of reservoir stage-area and stage-storage relationships, etc. The study was applied to Tarbela Reservoir, Pakistan.
GIS BASED SUITABLE SITE SELECTION FOR FLOATING SOLAR POWER PLANT CASE STUDY;...Private Consultants
The study conducted on site selection for floating solar power plants at the Victoria and Randenigala reservoirs in Sri Lanka highlights the growing need for renewable energy sources and the potential of solar power in the region
IJERA (International journal of Engineering Research and Applications) is International online, ... peer reviewed journal. For more detail or submit your article, please visit www.ijera.com
This presentation, created by Syed Faiz ul Hassan, explores the profound influence of media on public perception and behavior. It delves into the evolution of media from oral traditions to modern digital and social media platforms. Key topics include the role of media in information propagation, socialization, crisis awareness, globalization, and education. The presentation also examines media influence through agenda setting, propaganda, and manipulative techniques used by advertisers and marketers. Furthermore, it highlights the impact of surveillance enabled by media technologies on personal behavior and preferences. Through this comprehensive overview, the presentation aims to shed light on how media shapes collective consciousness and public opinion.
Collapsing Narratives: Exploring Non-Linearity • a micro report by Rosie WellsRosie Wells
Insight: In a landscape where traditional narrative structures are giving way to fragmented and non-linear forms of storytelling, there lies immense potential for creativity and exploration.
'Collapsing Narratives: Exploring Non-Linearity' is a micro report from Rosie Wells.
Rosie Wells is an Arts & Cultural Strategist uniquely positioned at the intersection of grassroots and mainstream storytelling.
Their work is focused on developing meaningful and lasting connections that can drive social change.
Please download this presentation to enjoy the hyperlinks!
Mastering the Concepts Tested in the Databricks Certified Data Engineer Assoc...SkillCertProExams
• For a full set of 760+ questions. Go to
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International Workshop on Artificial Intelligence in Software Testing
Farai Nhakwi, James N. Furze (2022) Development risks and salvage. 7 Slide Presentation with oral commentary.pptx
1. Development risks and salvage in the key to Africa's future
1 Bluechip Engineering Services, Zimbabwe. 2 Faculty Of Finance and Economics, Zhejiang Gongshang University, China. 3
School Of Business Sciences, Chinhoyi University, Zimbabwe. 4 Laboratory of Biotechnology and Valorization of Natural
Resources, Ibn Zohr University, Morocco. 5 Control and Systems Engineering Department, University of Technology-Iraq,
Iraq
Farai Nhakwi1,2,3, James N. Furze4,5
2. • .
.
Fig. 2 Queuing for daily water rations in Ngoni, Norton, Zimbabwe, October
2021 (Bluechip field photos)
Fig. 1 Water collection from the Mkuvisi river, Harare city, Zimbabwe,
April 2021 (Bluechip field photos)
3. .
Fig. 3 Water storage tank fitted by Bluechip for community use, Matanda,
Zimbabwe (Bluechip field photos, May 2021)
Fig. 4 Solar powered borehole fitted for Matanda satellite medical clinic,
Shamva, Zimbabwe (Bluechip field photos, May 2021)
4. Fig. 5 Borehole set-up process flow: a) water survey (use of resistivity), Harare, March 2021; b) borehole drilling (air rotary method), Shamva, March 2021; c)
capacity testing (draw down 24hr tests), Shamva, April 2021; d) solar tank installation, Chimhoyi, Zimbabwe, June 2021 (Bluechip field photos)
a b
c d
5. .
Fig. 6 Water storage tank for private farm use, Chengutu, July 2021 (Bluechip
field photos)
Fig. 7 Solar powered borehole for private farm use, Chengutu, August 2021
(Bluechip field photos)
6. .
• .
Fig. 8 Water survey graph, Chitungwiza, Zimbabwe, March 2022
(blue/green – water; yellow - low density rock; red - high density rock)
Site number
Depth
(m)
2 3 4 5 6 7 8 9 10
Fig. 9 Solving development needs: a) installation; b) water supplied to the
community, Harare, Zimbabwe March 2022, Bluechip field photos (Sheng
et al. 2011; Nhakwi and Furze 2022)
a
b
7. Acknowledgements
We graciously acknowledge the support of Bluechip and the community of Zimbabwe at large.
---------------------------------------------------------------------------------------------------------------------------------------------
References
• Nhakwi F, Furze JN (2022) Expanding loops in sustainable intelligent driven markets in Zimbabwe. In: Furze JN, Eslamian S, Raafat
SM, Swing K (eds) Earth systems protection and sustainability, vol 1. Springer, Cham. https://doi.org/10.1007/978-3-030-85829-2_10
• Sheng F, Flomenhoft G, Downs TJ et al (2011) “Is the concept of a green economy a useful way of framing policy discussions and
policymaking to promote sustainable development?”. Nat Resour Forum. https://doi.org/10.1111/j.1477-8947.2011.01347.x
Editor's Notes
Zimbabwe has 15 million people in total. The capital Harare city council was setup in 1950 pre-independence; systems were designed for 300000 people. Water and energy systems currently cater for 40 percent of the city’s 4.5 million population. 67.7 percent of people live in rural areas, in dry seasons people walk around 10km for drinking water.
Section 77 of Zimbabwe’s 2013 constitution focuses on water and electricity. In the 2030 Agenda for Sustainable Development, SDG6 and SDG7 are essential for socio-economic development and meet the objective of SDG1, eradicating poverty, pivotal to human development. Zimbabwe has insufficient clean water and energy.
We propose water-exploration, borehole-drilling in urban and rural areas. Supplying multiple access solar-powered water systems eases water-supply. Community engagement in construction, outreach of materials nationally and from neighbouring countries ensures circular-sustainability.
Solar-energy lighting in schools and public spaces; use of solar on geysers for domestic and commercial use has been achieved. Installation of solar-powered boreholes for domestic consumption and supply of solar-powered water systems for farming is ongoing.
Sustainable management of water resources; increased access to clean water ensures water-use meets current and future socio-economical/ecological demand. Construction of Blair toilets in rural areas; sewer maintenance in urban areas ensures water resources are not exposed to defecation. With recognition and services supplied to outreached Unit bodies, we anticipate investment in solar and water services. This will ensure a higher percentage of people have food, clean energy; relieving poverty, deforestation and air pollution. Further outreach is projected to spread across Africa.