Abstract
Suitable methods of water lifting and distribution are the most important aspects that determine the efficiency and success of an irrigation system. The rope and washer pump, a water-lifting device made with appropriate technology, has been effectively used in a number of developing nations all over the world. Engine operated rope pumps are one application of the “rope and washer” pumping principle, driven or powered by an electrical, petrol or small diesel motor. The aim of this study was to modify the rope and washer pump to engine operated for small-scale irrigation applications in southwestern Oromia, Ethiopia. The modification of the rope and washer water pump was undertaken with the intention of solving the suction head problem that rural people are facing during the dry season for crops and vegetable farming at the group or household level. Engine-operated rope and washer pump efficiency is mainly affected by engine horsepower for the used head and pipe diameter. The performance of the modified rope and washer pump was conducted using two different diameters of PVC pipe (2" and 4 “), as well as two discharge heads (6 m and 8 m). Using a 5 hp engine, the maximum head and pipe diameters achieved for this study were 8 m and 4 inches, respectively. The maximum efficiency of the pump was 2.532 l/sec and 12.178 l/sec using 2 and 4 inch pipe diameters, respectively, at an 8 m head.
Published in
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Industrial Engineering (Volume 9, Issue 2)
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DOI
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10.11648/j.ie.20250902.12
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Page(s)
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42-47 |
Creative Commons
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This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.
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Copyright
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Copyright © The Author(s), 2025. Published by Science Publishing Group
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Keywords
Engine Operated, Head, Irrigation, PVC Pipe, Pump, Rope and Washer
1. Introduction
Agriculture in Ethiopia is dominated by smallholder rain-fed systems but, low and erratic rainfall limits productivity and food security. Consequently, investment in small-scale irrigation has been identified as a key poverty reduction strategy
[1] | T. Bekuma Abdisa, G. Mamo Diga, and A. Regassa Tolessa, “Impact of climate variability on rain-fed maize and sorghum yield among smallholder farmers,” Cogent Food & Agriculture, vol. 8, no. 1, p. 2057656, 2022. |
[1]
. Recent estimates indicate that the total irrigated area under small-scale irrigation in Ethiopia has reached to 853,000 hectares during the last implementation period of PASDEP-2009/10 and the plan set for development of small scale irrigation is 1,850,000 hectares, which is planned to be achieved by the end of the five years growth and transformation plan (GTP)
[2] | F. Wana and M. Senapathy, “Small-scale Irrigation Utilization by Farmers in Southern Ethiopia: monograph,” Primedia eLaunch LLC, p. 174, 2023. |
[2]
. In noticing that farming is the primary occupation in rural areas, many organizations have worked to increase crop yield through improved irrigation techniques
[3] | Dawit, M. O. Dinka, and O. T. Leta, “Implications of adopting drip irrigation system on crop yield and gender-sensitive issues: The case of Haramaya district, Ethiopia,” Journal of Open Innovation: Technology, Market, and Complexity, vol. 6, no. 4, p. 96, 2020. |
[3]
. Reliable irrigation techniques have been shown to increase crop yields between 100%-400%
[4] | T. Zhang, Y. Zou, I. Kisekka, A. Biswas, and H. Cai, “Comparison of different irrigation methods to synergistically improve maize’s yield, water productivity and economic benefits in an arid irrigation area,” Agricultural Water Management, vol. 243, p. 106497, 2021. |
[4]
. The resulting increase in grain volume translates to increased sales and income, and allows farmers to cultivate higher-value crops, adopt new technologies, and increase financial returns. Despite the benefits of irrigation, too few farmers have a steady source of irrigation due to the financial limitations of acquiring commercial irrigation technologies
[5] | Z. Tesfaye, B. B. Balana, and J.-C. Bizimana, “Assessment of smallholder farmers’ demand for and adoption constraints to small-scale irrigation technologies: Evidence from Ethiopia,” Agricultural Water Management, vol. 250, p. 106855, 2021. |
[5]
. Suitable methods of water lifting and distribution are the most important aspects that determine the efficiency and success of an irrigation system.
The rope pump is based on an ancient Chinese technology, which was introduced in the 1990s to Central America. Over the past decade efforts have been made to transfer the technology to various parts of Africa
[6] | J. Sutton and D. Olomi, An enterprise map of Tanzania, vol. 3. International Growth Centre in association with the London Publishing …, 2012. |
[6]
. In Ethiopia this process started in 2005. At present more rope pumps have been produced in Ethiopia than in any other sub-Saharan country
[7] | R. E. Namara, G. Gebregziabher, M. Giordano, and C. De Fraiture, “Small pumps and poor farmers in Sub-Saharan Africa: an assessment of current extent of use and poverty outreach,” in Sustainable Groundwater Development for Improved Livelihoods in Sub-Saharan Africa, Routledge, 2023, pp. 83–95. |
[7]
. The basic rope pump is usually installed to conform even when principally in use for irrigation
[8] | D. Olugboye, “Sustainable water resource and environmental management in developing countries,” 2017. |
[8]
. Modifications to basic designs may be worthwhile
[9] | J. P. Murray, Educating health professionals in low-resource countries: a global approach. Springer Publishing Company, 2010. |
[9]
. Increased productivity, like garden irrigation it was observed that several families started irrigation on small plots. Good performance data on how various design modifications are performing in the longer term would help in identifying the best variations in design
[10] | Ghimire, S. Paneru, S. Pokharel, A. Kandel, R. Ehlert, and K. Burke, “Multi-objective framework for resilient post-disaster self-built residential buildings,” Architecture, vol. 4, no. 4, pp. 1047–1070, 2024. |
[10]
.
Engine operated Rope Pump is one of the application of the 'rope and washer' pumping principle, driven or powered by an electrical, petrol or small diesel motor
[11] | S. B. Awulachew, P. Lemperiere, and T. Tulu, “Module 4. Pumps for Small-Scale Irrigation,” Addis Ababa, Ethiopia: International Livestock Research Institute, 2009. |
[11]
. The main application of this pump is as a deep well irrigation pump for small scale irrigation. When farmers have access to shallow wells with a water table of no more than 7 m, pumping is usually done with suction pumps that are powered by a diesel or gasoline engine
[12] | M. A. Hossain, “Shallow Tubewell Irrigation System in Bangladesh: Perspective Structure, Management and Performance.” University of Rajshahi, 2018. |
[12]
. For pumping from deeper wells, submersible electrical pumps are often used. However many small farmers in developing countries have no access to electricity and alternatives such as a generator sets with a submersible pumps or long-shaft diesel pumps are expensive and complex to operate and maintain
[13] | A. B. D. E. L. B. DJEBRIT and K. DJEBRIT, “Standalone PV water pumping system for Durum Wheat irrigation in Ghardaia region: Technique and economic study.” université Ghardaia, 2021. |
[13]
. The engine driven rope pump is a low cost alternative for making productive use of water from deeper wells for irrigation.
The pump part of an engine operated rope pump is similar to that of a hand rope pump. Critical parts will be adapted to the higher load and PVC tubing and pistons are larger. The rotating shaft of the pump is connected with the shaft of the engine with V belts, using a large pulley transmission to adjust the RPM of the engine to the low RPM of the rope pump
[14] | G. Takacs, “A critical analysis of power conditions in sucker-rod pumping systems,” Journal of Petroleum Science and Engineering, vol. 210, p. 110061, 2022. |
[14]
. Where there is access to electricity the pump can be driven by an electric motor, or else it can be driven by a small diesel or gasoline engine. As in the case of the hand rope pump, the basic model of the motorized pump cannot pump higher than just below the pump shaft, which makes the pump most suitable for low pressure irrigation. To pump to tanks of 3 to 5 m high, an additional post must be added. Engine driven rope pumps are recommended for depths up to 60m
[15] | M. F. MacCarthy, J. D. Carpenter, and J. R. Mihelcic, “Low-cost water-lifting from groundwater sources: a comparison of the EMAS Pump with the Rope Pump,” Hydrogeology Journal, vol. 25, no. 5, pp. 1477–1490, 2017. |
[15]
. The pump will be produced locally, using simple techniques and materials that are locally available. The engines are either purchased on the local marked or imported.
The water lifting method to the field for irrigation in the country and in Oromia too is mostly traditional
[16] | M. A. Hussein et al., “Application of irrigation management and water-lifting technologies to enhance fodder productivity in smallholder farming communities: a case study in robit bata, Ethiopia,” Agronomy, vol. 14, no. 5, p. 1064, 2024. |
[16]
. The water is transported to the field with the help of bucket; water points and area to be irrigated are far apart; the ground and/or river water is at deeper position to convey to area to be irrigated. The existing rope and washer is also due to its low delivery head, it is not appropriate to convey water to the field and it need modification. Also its power source is human power. From the field observation the users need engine operated rope and washer pump. In addition some accessories or parts of rope and washer are not available in the market everywhere abundantly. This study intention to replace, parts of rope and washer pump by the material that can be available locally. Therefore, the aim of this study is to modify the rope and washer pump to engine operated technologies for small scale irrigation to solve the problem delivery head that rural people are facing during the dry season for crops and vegetable farm in group or household level.
2. Materials and Methods
2.1. Materials
The materials used for manufacturing of the pump were PVC pipe of two inch and four inch, rubber washer (piston), Ø8 mm and Ø10 mm nylon rope, 2"and 4" Tee sockets, 4"and 6" reducers, 5 hp engine, belts, pulley, sheet metal, round bars, flat iron, and various bolt and nut size. The instruments used for data collection were stopwatch and 60 Liter water container.
Important parameters related to engine operated rope and washer pump
Head the discharge rate is inversely proportional to the head of water.
Pipe diameter as pipe diameter increases there is more discharge rate obtained.
Engine horsepower the more diameter of pipe used for pumping and more head considered there should be high engine horsepower required.
Working principles of the engine operated rope and washer pump
An engine operated rope pump pushes water from the bottom of a well and less flow speed of river at rive side using rope with rubber washer (seal) attached on rope
[17] | E. R. Dewi and I. N. Juliawan, “Nilai-Nilai Pendidikan Karakter Terhadap Krama Desa Dalam Tradisi Muhu-Muhu Di Desa Adat Tenganan Pegringsingan,” Guna Widya: Jurnal Pendidikan Hindu, vol. 9, no. 2, pp. 130–141, 2022. |
[17]
. As engine starts on, drive wheel start turning and rope pump works by creating a seal inside the riser pipe and pushing the water upward. When the drive wheel is turned by engine power, friction allow the rope and washers (seals) to travel up from the riser pipe and down into the well, directed by guide box at the bottom of the well. After the washer travel through the guide box they enter the riser pipe. As the washer enters the riser pipe there is a water level between the bottom of the riser pipe and the surface water levels which become trapped and forced upward then drain water out.
Parts of engine operated rope and washer pump
Rope: - Rope comes in many sizes, materials, colors and with many different properties. The important thing about rope for a pump application is its water absorption and its elasticity
[18] | L. Civier et al., “Visco-elasto-plastic characterization and modeling of a wet polyamide laid-strand sub-rope for floating offshore wind turbine moorings,” Ocean Engineering, vol. 303, p. 117722, 2024. |
[18]
. Strength is not an issue because it is extremely rare for a pump rope to handle more than 10 pounds. Elasticity is important because a rope that will stretch when under a working load or when wet will decrease the tension, therefore limiting the necessary friction with the drive wheel. Absorption is critical for two major reasons. The first being sanitation and prevention of bacterial growth. A rope that absorbs water may stay wet for extended periods of time, allowing for bacterial growth. The second reason is because of the added pumping weight that should be avoided
[19] | K. J. Lang, Caledonian Coast: Ecological Transformation and Conservation of Scottish Waters and Shores. The Ohio State University, 2019. |
[19]
.
Pipes: - The piping is used as the cylinder in the piston cylinder concept of the rope pump design
[20] | S. Liu, H. Zhao, J. Cai, D. Wu, Z. Liu, and H. Li, “Design and Analysis and Testing of a Hydraulic Loading System for Pull Force Testing of Grinding Mill,” in Journal of Physics: Conference Series, IOP Publishing, 2025, p. 12013. |
[20]
. As the rope (with some sort of seals) passes upward through the pipe, the trapped water is forced to ground level and exits via the out spout.
Washers: - for the evaluation of the pump rubber sheet was used to make the washer. The washers should be fit with the riser pipe and force water up towards the surface.
Bottom Guide: - it is the backbone of the pumping system that directs and guides the circulation of rope and washes through the pipe and on driven wheel which contains flat pulley, which made from alumuliem shaft, slid bearing and round bar.
Figure 3. The rope and washer pump bottom guide.
Figure 4. The modified engine driven rope and washer pump.
2.2. Methods
Description of study area
The study was conducted and evaluated at Jimma zone Dedo district Waro Kolobo Kebele on Gilgel Gibe river at different discharge and heads.
Treatments and Experimental design
The treatments considered for the experiments were two different diameters of PVC pipe and two discharge head. The two PVC pipe diameter used were two inch and four inch diameters with five replication test.
Possible modifications done for this study
a) Replacing parts by locally available material such as flat driver wheel from sheet metal.
b) Improved guide of rope and washer pump from aluminum shaft to minimize contamination.
Parameters estimated:
Pump discharge
The pump discharge in m3/s was calculated by dividing the amount of water filled to the known volume by the measured time.
The discharge or capacity of the pump was calculated by
Where Q = V/T discharge of the pump, L/s
V = volume of water, L
T = time required to fill
Total head
Two level of depth (6 m and 8 m) was considered.
PVC pipe diameter
Two level of pipe diameter (2 inch and 4 inch) was considered.
The collected data and field test considered parameters were:
1) Static head of the pump
2) Discharge
3) Capacity of the modified Rope and washer pump
4) Time taken to fill the known volume container
Data management and statistical analysis
The collected data were organized and analyzed using Simple descriptive statistics.
3. Results and Discussion
The collected data were analyzed at different pressure head and with different pipe diameter.
Result analysis for test 1
Table 1. The effect of head difference on discharge rate at 2 inch pipe diameter.
Variable | Mean | SD | C.V | Minimum | Maximum |
PD1 | 2.0000 | 0.0000 | 0.0000 | 2.0000 | 2.0000 |
H1 | 6.0000 | 0.0000 | 0.0000 | 6.0000 | 6.0000 |
H2 | 8.0000 | 0.0000 | 0.0000 | 8.0000 | 8.0000 |
T1 | 17.830 | 1.1286 | 6.3297 | 16.500 | 19.500 |
T2 | 23.776 | 1.5038 | 6.3250 | 22.000 | 26.000 |
Q1 | 3.3740 | 0.2136 | 6.3311 | 3.0700 | 3.6400 |
Q2 | 2.5320 | 0.1574 | 6.2158 | 2.3100 | 2.7300 |
Where PD is pipe diameter (inch), H is head (m), T is time (sec) and Q is discharge rate (lit/sec).
The experiment show that static head has inverse relationship with discharge rate. More discharge (3.3740 lit/sec) was obtained at lower head (6 m).
Result analysis for test 2
Table 2. The effect of head difference on discharge rate at 4 inch pipe diameter.
Variable | Mean | SD | C.V | Minimum | Maximum |
PD2 | 4.0000 | 0.0000 | 0.0000 | 4.0000 | 4.0000 |
H1 | 6.0000 | 0.0000 | 0.0000 | 6.0000 | 6.0000 |
H2 | 8.0000 | 0.0000 | 0.0000 | 8.0000 | 8.0000 |
T1 | 3.6940 | 0.0956 | 2.5867 | 3.5900 | 3.8500 |
T2 | 4.9300 | 0.1290 | 2.6173 | 4.7900 | 5.1400 |
Q1 | 16.698 | 0.5814 | 3.4821 | 16.300 | 17.700 |
Q2 | 12.178 | 0.3157 | 2.5924 | 11.670 | 12.530 |
Where PD is pipe diameter (inch), H is head (m), T is time (sec) and Q is discharge rate (lit/sec).
The experiment show that static head has inverse relationship with discharge rate. More discharge (16.698 lit/sec) was obtained at lower head (6m).
Result analysis for test 3
Table 3. The effect of pipe diameter on discharge rate at 6 m head.
Variable | Mean | SD | C.V | Minimum | Maximum |
H1 | 6.0000 | 0.0000 | 0.0000 | 6.0000 | 6.0000 |
PD1 | 2.0000 | 0.0000 | 0.0000 | 2.0000 | 2.0000 |
PD2 | 4.0000 | 0.0000 | 0.0000 | 4.0000 | 4.0000 |
T1 | 17.830 | 1.1286 | 6.3297 | 16.500 | 19.500 |
T2 | 3.6940 | 0.0956 | 2.5867 | 3.5900 | 3.8500 |
Q1 | 3.3740 | 0.2136 | 6.3311 | 3.0700 | 3.6400 |
Q2 | 16.698 | 0.5814 | 3.4821 | 16.300 | 17.700 |
Where PD is pipe diameter (inch), H is head (m), T is time (sec) and Q is discharge rate (lit/sec).
The experiment showed that pipe diameter has direct relationship with discharge rate. As pipe diameter increases there is the probability of more discharge rate. The more discharge rate (16.7 lit/sec) was obtained from 4 inch pipe diameter of at the same head level of 6m.
Result analysis for test 4
Table 4. The effect of pipe diameter on discharge rate at 8 m head.
Variable | Mean | SD | C.V | Minimum | Maximum |
H2 | 8.0000 | 0.0000 | 0.0000 | 8.0000 | 8.0000 |
PD1 | 2.0000 | 0.0000 | 0.0000 | 2.0000 | 2.0000 |
PD2 | 4.0000 | 0.0000 | 0.0000 | 4.0000 | 4.0000 |
T1 | 23.776 | 1.5038 | 6.3250 | 22.000 | 26.000 |
T2 | 4.9300 | 0.1290 | 2.6173 | 4.7900 | 5.1400 |
Q1 | 2.5320 | 0.1574 | 6.2158 | 2.3100 | 2.7300 |
Q2 | 12.178 | 0.3157 | 2.5924 | 11.670 | 12.530 |
Where PD is pipe diameter (inch), H is head (m), T is time (sec) and Q is discharge rate (lit/sec).
The experiment showed that pipe diameter has direct relationship with discharge rate. As pipe diameter increases there is the probability of more discharge rate. The more discharge rate (12.2 lit/sec) was obtained from 4 inch pipe diameter of at the same head level of 8 m.
Figure 5. The effect of pipe diameter.
Figure 5 showed that the tendency of the discharge rate increase when raising the diameter of pipe. The discharge rate of the different diameter of pipeline shows that the bigger diameter pipe presents the higher discharge rate.
Figure 6. The effect of head and pipe diameter.
Figure 6 showed that the tendency of the discharge rate increase when lowering static head and raising the diameter of pipe. The discharge rate of the different static head and diameter of pipeline shows that the lower static head and bigger diameter pipe presents the higher discharge rate.
4. Conclusions and Recommendation
The Rope and Washer Pump, a water-lifting device made with appropriate technology, has been effectively used in a number of developing nations all over the world. The rope and washer pump's benefits include its affordability, robustness, ease of use, and relatively high pumping rate, all of which allow for its construction and upkeep in tiny villages. The maximum head and pipe diameter performed for this study were 8 m and 4 inch respectively, using 5hp engine. The maximum efficiency of the pump was 2.532 l/sec and 12.178 l/sec using 2 inch and 4 inch pipe diameter respectively at 8 m head. The study can conclude that engine-operated rope and washer pump capacity is mainly affected by engine horsepower, head size, and pipe diameter. For the larger pipe diameter with a lower static head and a higher static head, there is a higher and lower discharge capacity, respectively. The engine-operated rope and washer pump should be recommended for small-scale irrigation systems and can work appropriately for lifting water at a maximum head of 8 m with a 5 hp engine.
Abbreviations
GTP | Growth and Transformation Plan |
H | Head |
hp | Horse power |
PD | Pipe Diameter |
PVC | Polyvinyl Chloride |
Q | Discharge |
RPM | Revolution per minute |
T | Time |
V | Volume of water |
Acknowledgments
The authors thank the Oromia Agricultural Research Institute and Jimma Agricultural Engineering Research Center for their support during this research work.
Author Contributions
Roba Adugna: Conceptualization, Data curation, Formal Analysis, Funding acquisition, Investigation, Methodology, Project administration, Resources, Software, Supervision, Validation, Visualization, Writing - original draft, Writing - review & editing
Adem Tibesso: Conceptualization, Data curation, Formal Analysis, Funding acquisition, Investigation, Project administration, Resources, Software, Supervision, Validation, Visualization, Writing - original draft, Writing - review & editing
Abu Dedo: Conceptualization, Investigation, Methodology, Project administration, Resources, Supervision, Visualization, Writing - original draft, Writing - review & editing
Funding
This work was supported by Oromia Agricultural Research Institute (OARI), Ethiopia.
Data Availability Statement
The analyzed data during this study which supports its findings are available only upon official request to the corresponding authors.
Conflicts of Interest
The authors declare no conflicts of interest.
References
[1] |
T. Bekuma Abdisa, G. Mamo Diga, and A. Regassa Tolessa, “Impact of climate variability on rain-fed maize and sorghum yield among smallholder farmers,” Cogent Food & Agriculture, vol. 8, no. 1, p. 2057656, 2022.
|
[2] |
F. Wana and M. Senapathy, “Small-scale Irrigation Utilization by Farmers in Southern Ethiopia: monograph,” Primedia eLaunch LLC, p. 174, 2023.
|
[3] |
Dawit, M. O. Dinka, and O. T. Leta, “Implications of adopting drip irrigation system on crop yield and gender-sensitive issues: The case of Haramaya district, Ethiopia,” Journal of Open Innovation: Technology, Market, and Complexity, vol. 6, no. 4, p. 96, 2020.
|
[4] |
T. Zhang, Y. Zou, I. Kisekka, A. Biswas, and H. Cai, “Comparison of different irrigation methods to synergistically improve maize’s yield, water productivity and economic benefits in an arid irrigation area,” Agricultural Water Management, vol. 243, p. 106497, 2021.
|
[5] |
Z. Tesfaye, B. B. Balana, and J.-C. Bizimana, “Assessment of smallholder farmers’ demand for and adoption constraints to small-scale irrigation technologies: Evidence from Ethiopia,” Agricultural Water Management, vol. 250, p. 106855, 2021.
|
[6] |
J. Sutton and D. Olomi, An enterprise map of Tanzania, vol. 3. International Growth Centre in association with the London Publishing …, 2012.
|
[7] |
R. E. Namara, G. Gebregziabher, M. Giordano, and C. De Fraiture, “Small pumps and poor farmers in Sub-Saharan Africa: an assessment of current extent of use and poverty outreach,” in Sustainable Groundwater Development for Improved Livelihoods in Sub-Saharan Africa, Routledge, 2023, pp. 83–95.
|
[8] |
D. Olugboye, “Sustainable water resource and environmental management in developing countries,” 2017.
|
[9] |
J. P. Murray, Educating health professionals in low-resource countries: a global approach. Springer Publishing Company, 2010.
|
[10] |
Ghimire, S. Paneru, S. Pokharel, A. Kandel, R. Ehlert, and K. Burke, “Multi-objective framework for resilient post-disaster self-built residential buildings,” Architecture, vol. 4, no. 4, pp. 1047–1070, 2024.
|
[11] |
S. B. Awulachew, P. Lemperiere, and T. Tulu, “Module 4. Pumps for Small-Scale Irrigation,” Addis Ababa, Ethiopia: International Livestock Research Institute, 2009.
|
[12] |
M. A. Hossain, “Shallow Tubewell Irrigation System in Bangladesh: Perspective Structure, Management and Performance.” University of Rajshahi, 2018.
|
[13] |
A. B. D. E. L. B. DJEBRIT and K. DJEBRIT, “Standalone PV water pumping system for Durum Wheat irrigation in Ghardaia region: Technique and economic study.” université Ghardaia, 2021.
|
[14] |
G. Takacs, “A critical analysis of power conditions in sucker-rod pumping systems,” Journal of Petroleum Science and Engineering, vol. 210, p. 110061, 2022.
|
[15] |
M. F. MacCarthy, J. D. Carpenter, and J. R. Mihelcic, “Low-cost water-lifting from groundwater sources: a comparison of the EMAS Pump with the Rope Pump,” Hydrogeology Journal, vol. 25, no. 5, pp. 1477–1490, 2017.
|
[16] |
M. A. Hussein et al., “Application of irrigation management and water-lifting technologies to enhance fodder productivity in smallholder farming communities: a case study in robit bata, Ethiopia,” Agronomy, vol. 14, no. 5, p. 1064, 2024.
|
[17] |
E. R. Dewi and I. N. Juliawan, “Nilai-Nilai Pendidikan Karakter Terhadap Krama Desa Dalam Tradisi Muhu-Muhu Di Desa Adat Tenganan Pegringsingan,” Guna Widya: Jurnal Pendidikan Hindu, vol. 9, no. 2, pp. 130–141, 2022.
|
[18] |
L. Civier et al., “Visco-elasto-plastic characterization and modeling of a wet polyamide laid-strand sub-rope for floating offshore wind turbine moorings,” Ocean Engineering, vol. 303, p. 117722, 2024.
|
[19] |
K. J. Lang, Caledonian Coast: Ecological Transformation and Conservation of Scottish Waters and Shores. The Ohio State University, 2019.
|
[20] |
S. Liu, H. Zhao, J. Cai, D. Wu, Z. Liu, and H. Li, “Design and Analysis and Testing of a Hydraulic Loading System for Pull Force Testing of Grinding Mill,” in Journal of Physics: Conference Series, IOP Publishing, 2025, p. 12013.
|
Cite This Article
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APA Style
Adugna, R., Tibesso, A., Dedo, A. (2025). Modification of Rope and Washer Pump to Engine Operated for Irrigation in South Western Oromia, Ethiopia. Industrial Engineering, 9(2), 42-47. https://doi.org/10.11648/j.ie.20250902.12
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Adugna, R.; Tibesso, A.; Dedo, A. Modification of Rope and Washer Pump to Engine Operated for Irrigation in South Western Oromia, Ethiopia. Ind. Eng. 2025, 9(2), 42-47. doi: 10.11648/j.ie.20250902.12
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Adugna R, Tibesso A, Dedo A. Modification of Rope and Washer Pump to Engine Operated for Irrigation in South Western Oromia, Ethiopia. Ind Eng. 2025;9(2):42-47. doi: 10.11648/j.ie.20250902.12
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@article{10.11648/j.ie.20250902.12,
author = {Roba Adugna and Adem Tibesso and Abu Dedo},
title = {Modification of Rope and Washer Pump to Engine Operated for Irrigation in South Western Oromia, Ethiopia
},
journal = {Industrial Engineering},
volume = {9},
number = {2},
pages = {42-47},
doi = {10.11648/j.ie.20250902.12},
url = {https://doi.org/10.11648/j.ie.20250902.12},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ie.20250902.12},
abstract = {Suitable methods of water lifting and distribution are the most important aspects that determine the efficiency and success of an irrigation system. The rope and washer pump, a water-lifting device made with appropriate technology, has been effectively used in a number of developing nations all over the world. Engine operated rope pumps are one application of the “rope and washer” pumping principle, driven or powered by an electrical, petrol or small diesel motor. The aim of this study was to modify the rope and washer pump to engine operated for small-scale irrigation applications in southwestern Oromia, Ethiopia. The modification of the rope and washer water pump was undertaken with the intention of solving the suction head problem that rural people are facing during the dry season for crops and vegetable farming at the group or household level. Engine-operated rope and washer pump efficiency is mainly affected by engine horsepower for the used head and pipe diameter. The performance of the modified rope and washer pump was conducted using two different diameters of PVC pipe (2" and 4 “), as well as two discharge heads (6 m and 8 m). Using a 5 hp engine, the maximum head and pipe diameters achieved for this study were 8 m and 4 inches, respectively. The maximum efficiency of the pump was 2.532 l/sec and 12.178 l/sec using 2 and 4 inch pipe diameters, respectively, at an 8 m head.
},
year = {2025}
}
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TY - JOUR
T1 - Modification of Rope and Washer Pump to Engine Operated for Irrigation in South Western Oromia, Ethiopia
AU - Roba Adugna
AU - Adem Tibesso
AU - Abu Dedo
Y1 - 2025/09/23
PY - 2025
N1 - https://doi.org/10.11648/j.ie.20250902.12
DO - 10.11648/j.ie.20250902.12
T2 - Industrial Engineering
JF - Industrial Engineering
JO - Industrial Engineering
SP - 42
EP - 47
PB - Science Publishing Group
SN - 2640-1118
UR - https://doi.org/10.11648/j.ie.20250902.12
AB - Suitable methods of water lifting and distribution are the most important aspects that determine the efficiency and success of an irrigation system. The rope and washer pump, a water-lifting device made with appropriate technology, has been effectively used in a number of developing nations all over the world. Engine operated rope pumps are one application of the “rope and washer” pumping principle, driven or powered by an electrical, petrol or small diesel motor. The aim of this study was to modify the rope and washer pump to engine operated for small-scale irrigation applications in southwestern Oromia, Ethiopia. The modification of the rope and washer water pump was undertaken with the intention of solving the suction head problem that rural people are facing during the dry season for crops and vegetable farming at the group or household level. Engine-operated rope and washer pump efficiency is mainly affected by engine horsepower for the used head and pipe diameter. The performance of the modified rope and washer pump was conducted using two different diameters of PVC pipe (2" and 4 “), as well as two discharge heads (6 m and 8 m). Using a 5 hp engine, the maximum head and pipe diameters achieved for this study were 8 m and 4 inches, respectively. The maximum efficiency of the pump was 2.532 l/sec and 12.178 l/sec using 2 and 4 inch pipe diameters, respectively, at an 8 m head.
VL - 9
IS - 2
ER -
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