A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya

Imbenzi J. Serede; Benedict M. Mutua; James M. Raude

doi:doi:10.11648/j.hyd.20140201.11

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A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya

Imbenzi J. Serede, Benedict M. Mutua, James M. Raude

Received: 1 December 2014 Accepted: 14 December 2014 Published: 19 December 2014

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Abstract

Hydraulic simulation models could be suitable tools for understanding the hydraulic characteristics of irrigation systems. In this study HEC-RAS model will be tested in terms of error estimation and used to determine canal capacity potential. Thiba main canal reach in Mwea Irrigation Scheme (MIS), approximately 100 Kilometers North East of Nairobi City was selected. MIS being a model scheme in the country, its contribution to food security and growth of the sector is inherent. Sluice gates and trapezoidal canals are amongst the structures in the Thiba main canal reach system. HEC-RAS model will be calibrated and validated using two sets of observed discharges, gate openings and water levels. Due to its minimal estimation errors, HEC-RAS model would be appropriate in evaluation of canal hydraulics steady state conditions to improve on scheme performance.

DOI	10.11648/j.hyd.20140201.11
Published in	Hydrology (Volume 2, Issue 1, November 2014)
Page(s)	1-5
Creative Commons	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.
Copyright	Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

HEC-RAS, Irrigation, Hydraulic, Canal Reach, Capacity, Discharge

References

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[2]	Burt, C. M., and Styles, S. W. (1999). Modern water control and management practices in irrigation: Impact on performance. Proceedings of fifth international IT IS Network Meeting, Aurangabab, Maharashtra, India: 93-114.
[3]	Food and Agriculture Organization (FAO). (2011). The state of the World’s land and water resources for food and agriculture. Managing systems at risk. Assessment r port.
[4]	Hameed, L.K., and Ali, S.T. (2013). Estimating of manning’s roughness coefficient for Hilla River through calibration using HEC-RAS model. Jordan journal of civil eng neering, 7 (1): 10.
[5]	Hicks, F., and Peacock, T. (2005). Suitability of HEC-RAS for flood forcasting. Canadian water resources journal, 30 (2): 159-174.
[6]	Keya, O. S. (2013). More rice Less water. East African edition. 36.
[7]	Koei, N. (1994). Mwea Irrigation development Project Development plan main report. 1: 23.
[8]	Kumar, P., Mishra, A., Raghuwanshi, N.S. and Singh, R. (2002). Application of unsteady flow hydraulic-model to a large and complex irrigation system. Agricultural Water Management., Elsevier, 54: 49-66.
[9]	Maghsoud, A., Alireza, P., and Majid, R. (2013). Study and simulation of Hydraulic and structural changes of changing of section from soil to concrete. Middle East Journal of Scientific research. IDOSI publications.
[10]	Mishra, A., Anand, A., Singh, R. and Raghuwanshi, N.S. (2001). Hydraulic modeling of Kansabati main canal performance assessment., Journal of irrigation and Drainage Engineering., ASCE, 127 (1): 27-34.
[11]	Molden, D. (2007). Water for Food, Water for Life: A Comprehensive Assessment of Water Management in Agriculture. Earthscan and International Water Management Institute. London and Colombo.
[12]	Mutua, B.M., and Malano, H.M. (2001). Analysis of manual and centralized supervisory control operations to improve level of service: a case study of Pyramid Hill No. 1 Channel, Victoria, Australia. Irrigation and drainage journal, 1(3): 1-19.
[13]	Pender, G., and Faulker, H. (2010). Flood risk science and management. Chichester: John Wiley and sons publishers Ltd.
[14]	Rosegrant, M. W., Cai, X., and S. A. Cline. (2002). World Water and Food to 2025: Dealing with Scarcity. International Food Policy Research Institute. Washington DC.
[15]	Shahrokhnia, M.A., Javan, M. and Keshavarzi, A.R. (2004). Application of HEC-RAS and MIKE 11 models to Doroodzan Irrigation System. Proceedings of the 4th Iranian Hydraulic Conference.
[16]	Timbadiya, P. V., Patel, P. L., and Porey, R.D. (2011). Calibration of HEC-RAS model prediction of flood for lower Tapi River, India. Journal of water resources and protection, India: SciRes publishers.
[17]	U.S. Army Corps of Engineers. (2001). HEC-RAS: User’s and hydraulic reference manuals.
[18]	United Nations. (2013). The 2012 Revision, key findings and advance Tables. Department of Economic and Social Affairs, Population Division. World Population Prospects. Working Paper No. ESA/P/WP.227.
[19]	Wahl, T. L., and Lentz, D. J. (2011). Physical hydraulic modeling of canal breaches. Hydraulic Laboratory Report HL-2011-09, U.S. Dept. of the Interior, Bureau of Reclamation, Denver, Colorado: 56.

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APA Style

Imbenzi J. Serede, Benedict M. Mutua, James M. Raude. (2014). A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya. Hydrology, 2(1), 1-5. https://doi.org/10.11648/j.hyd.20140201.11

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ACS Style

Imbenzi J. Serede; Benedict M. Mutua; James M. Raude. A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya. Hydrology. 2014, 2(1), 1-5. doi: 10.11648/j.hyd.20140201.11

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AMA Style

Imbenzi J. Serede, Benedict M. Mutua, James M. Raude. A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya. Hydrology. 2014;2(1):1-5. doi: 10.11648/j.hyd.20140201.11

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@article{10.11648/j.hyd.20140201.11,
  author = {Imbenzi J. Serede and Benedict M. Mutua and James M. Raude},
  title = {A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya},
  journal = {Hydrology},
  volume = {2},
  number = {1},
  pages = {1-5},
  doi = {10.11648/j.hyd.20140201.11},
  url = {https://doi.org/10.11648/j.hyd.20140201.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.hyd.20140201.11},
  abstract = {Hydraulic simulation models could be suitable tools for understanding the hydraulic characteristics of irrigation systems. In this study HEC-RAS model will be tested in terms of error estimation and used to determine canal capacity potential. Thiba main canal reach in Mwea Irrigation Scheme (MIS), approximately 100 Kilometers North East of Nairobi City was selected. MIS being a model scheme in the country, its contribution to food security and growth of the sector is inherent. Sluice gates and trapezoidal canals are amongst the structures in the Thiba main canal reach system. HEC-RAS model will be calibrated and validated using two sets of observed discharges, gate openings and water levels. Due to its minimal estimation errors, HEC-RAS model would be appropriate in evaluation of canal hydraulics steady state conditions to improve on scheme performance.},
 year = {2014}
}

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TY  - JOUR
T1  - A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya
AU  - Imbenzi J. Serede
AU  - Benedict M. Mutua
AU  - James M. Raude
Y1  - 2014/12/19
PY  - 2014
N1  - https://doi.org/10.11648/j.hyd.20140201.11
DO  - 10.11648/j.hyd.20140201.11
T2  - Hydrology
JF  - Hydrology
JO  - Hydrology
SP  - 1
EP  - 5
PB  - Science Publishing Group
SN  - 2330-7617
UR  - https://doi.org/10.11648/j.hyd.20140201.11
AB  - Hydraulic simulation models could be suitable tools for understanding the hydraulic characteristics of irrigation systems. In this study HEC-RAS model will be tested in terms of error estimation and used to determine canal capacity potential. Thiba main canal reach in Mwea Irrigation Scheme (MIS), approximately 100 Kilometers North East of Nairobi City was selected. MIS being a model scheme in the country, its contribution to food security and growth of the sector is inherent. Sluice gates and trapezoidal canals are amongst the structures in the Thiba main canal reach system. HEC-RAS model will be calibrated and validated using two sets of observed discharges, gate openings and water levels. Due to its minimal estimation errors, HEC-RAS model would be appropriate in evaluation of canal hydraulics steady state conditions to improve on scheme performance.
VL  - 2
IS  - 1
ER  -

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Author Information

Imbenzi J. Serede

Department of Agricultural Engineering, Egerton University, Nakuru, Kenya
Benedict M. Mutua

Department of Agricultural Engineering, Egerton University, Nakuru, Kenya
James M. Raude

Department of Biomechanical and Environmental Engineering, Jomo Kenyatta University of Agriculture and Technology, Juja, Kenya

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APA Style

Imbenzi J. Serede, Benedict M. Mutua, James M. Raude. (2014). A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya. Hydrology, 2(1), 1-5. https://doi.org/10.11648/j.hyd.20140201.11

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ACS Style

Imbenzi J. Serede; Benedict M. Mutua; James M. Raude. A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya. Hydrology. 2014, 2(1), 1-5. doi: 10.11648/j.hyd.20140201.11

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AMA Style

Imbenzi J. Serede, Benedict M. Mutua, James M. Raude. A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya. Hydrology. 2014;2(1):1-5. doi: 10.11648/j.hyd.20140201.11

Copy | Download

@article{10.11648/j.hyd.20140201.11,
  author = {Imbenzi J. Serede and Benedict M. Mutua and James M. Raude},
  title = {A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya},
  journal = {Hydrology},
  volume = {2},
  number = {1},
  pages = {1-5},
  doi = {10.11648/j.hyd.20140201.11},
  url = {https://doi.org/10.11648/j.hyd.20140201.11},
  eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.hyd.20140201.11},
  abstract = {Hydraulic simulation models could be suitable tools for understanding the hydraulic characteristics of irrigation systems. In this study HEC-RAS model will be tested in terms of error estimation and used to determine canal capacity potential. Thiba main canal reach in Mwea Irrigation Scheme (MIS), approximately 100 Kilometers North East of Nairobi City was selected. MIS being a model scheme in the country, its contribution to food security and growth of the sector is inherent. Sluice gates and trapezoidal canals are amongst the structures in the Thiba main canal reach system. HEC-RAS model will be calibrated and validated using two sets of observed discharges, gate openings and water levels. Due to its minimal estimation errors, HEC-RAS model would be appropriate in evaluation of canal hydraulics steady state conditions to improve on scheme performance.},
 year = {2014}
}

Copy | Download

TY  - JOUR
T1  - A Review for Hydraulic Analysis of Irrigation Canals Using HEC-RAS Model: A Case Study of Mwea Irrigation Scheme, Kenya
AU  - Imbenzi J. Serede
AU  - Benedict M. Mutua
AU  - James M. Raude
Y1  - 2014/12/19
PY  - 2014
N1  - https://doi.org/10.11648/j.hyd.20140201.11
DO  - 10.11648/j.hyd.20140201.11
T2  - Hydrology
JF  - Hydrology
JO  - Hydrology
SP  - 1
EP  - 5
PB  - Science Publishing Group
SN  - 2330-7617
UR  - https://doi.org/10.11648/j.hyd.20140201.11
AB  - Hydraulic simulation models could be suitable tools for understanding the hydraulic characteristics of irrigation systems. In this study HEC-RAS model will be tested in terms of error estimation and used to determine canal capacity potential. Thiba main canal reach in Mwea Irrigation Scheme (MIS), approximately 100 Kilometers North East of Nairobi City was selected. MIS being a model scheme in the country, its contribution to food security and growth of the sector is inherent. Sluice gates and trapezoidal canals are amongst the structures in the Thiba main canal reach system. HEC-RAS model will be calibrated and validated using two sets of observed discharges, gate openings and water levels. Due to its minimal estimation errors, HEC-RAS model would be appropriate in evaluation of canal hydraulics steady state conditions to improve on scheme performance.
VL  - 2
IS  - 1
ER  -

Copy | Download