“Design and Implementation of Fuse Gate for efficient flow control and to enhance the storage capacity of Reservoir”


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Authors

  • Ameer Hamza Khawaja Fareed University of Engineering & Information Technology64200 RYK
  • Junaid Ahmed Siddiqi Khawaja Fareed University of Engineering & Information Technology 64200 RYK
  • Naveed Ishaq Khawaja Fareed University of Engineering & Information Technology 64200 RYK
  • Muhammad Ahtisham Haider Khawaja Fareed University of Engineering & Information Technology 64200 RYK
  • Afaq Tahir Khawaja Fareed University of Engineering & Information Technology 64200 RYK
  • Naveed Anjum Khawaja Fareed University of Engineering & Information Technology 64200 RYK
  • Bilal Nawaz Khawaja Fareed University of Engineering & Information Technology 64200 RYK
  • Zaheer Ahmed Khawaja Fareed University of Engineering & Information Technology 64200 RYK

Keywords:

Fuse Gate / Rubber Dam, Rawal Dam, Flood Control, Storage Capacity, Reservoir Stability

Abstract

The research aims to evaluate the effectiveness of Fuse Gate technology in increasing the storage
capacity of the Rawal Dam while mitigating downstream flooding risks. Rawal Dam, situated on the
downstream of the Korang River, has experienced a reduction in storage capacity due to alterations in the
river's flow and sedimentation, particularly at the Dead Storage Level (DSL) and Normal Storage Level
(NSL). A Hydrographical survey conducted using Google Earth Pro focused on assessing reservoir
elevation levels and identifying areas of reduced storage capacity. Mapping terrain between the Right Guide
Bank (RGB), Left Guide Bank (LGB), Right Marginal Bund (RMB), and Left Marginal Bund (LMB) was
conducted, considering an estimated flood depth of 10m. The diminishing storage capacity poses significant
risks to downstream areas, especially during critical months. The research aims to explore the potential of
fuse gate/rubber dam technology in enhancing flow control and to mitigate the storage capacity loss of
existing low to medium height dams, river management in Pakistan, with the flexibility especially to
increase the Rawal Dam's storage capacity loss across the Korang River. This endeavor holds promising
benefits, including improved irrigation reliability, water supply, and reduced flood risks in adjacent areas,
contributing to both industry and societal welfare.

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Author Biographies

Ameer Hamza, Khawaja Fareed University of Engineering & Information Technology64200 RYK

Punjab, Department of Civil Engineering, Pakistan

Junaid Ahmed Siddiqi, Khawaja Fareed University of Engineering & Information Technology 64200 RYK

Punjab, Department of Civil Engineering, Pakistan

Naveed Ishaq, Khawaja Fareed University of Engineering & Information Technology 64200 RYK

Punjab, Department of Civil Engineering, Pakistan

Muhammad Ahtisham Haider , Khawaja Fareed University of Engineering & Information Technology 64200 RYK

Punjab, Department of Civil Engineering, Pakistan

Afaq Tahir, Khawaja Fareed University of Engineering & Information Technology 64200 RYK

Punjab, Department of Civil Engineering,Pakistan

Naveed Anjum, Khawaja Fareed University of Engineering & Information Technology 64200 RYK

 Punjab, Department of Civil Engineering, Pakistan

Bilal Nawaz, Khawaja Fareed University of Engineering & Information Technology 64200 RYK

Punjab, Department of Civil Engineering, Pakistan

Zaheer Ahmed, Khawaja Fareed University of Engineering & Information Technology 64200 RYK

Punjab, Department of Civil Engineering, Pakistan

References

Henry T Falvey, Philippe Treille Journal of hydraulic engineering 121 (7), 512-518, 1995

Mo, C., & Liu, F. (2010) Study on evaluation method for overtopping risk degree of reservoir earth dam. Journal of Hydraulic Engineering, 41(3), 319-324.

Bashir, S., et al. "Risk assessment of soil erosion in Rawal watershed using geoinformatics techniques." Science International 25.3 (2013).

Hay N., and Taylor G., (1970).“Performance and design of labyrinth weirs.”JournalofHydraulicDiv.,96(11),2237-2357.

Touseef, A., & Mahmood, S. (2023). Risk assessment of Rawal dam outburst flood using integrated hydrological and geo-spatial approaches. Advanced GIS, 3(1), 07–13.

Tariq, Muhammad Atiq Ur Rehman, and Nick Van De Giesen. "Floods and flood management in Pakistan." Physics and Chemistry of the Earth, Parts A/B/C 47 (2012): 11-20.

Bokhove, O., Kelmanson, M.A., Kent, T., Piton, G. and Tacnet, J.M., 2019. Communicating (nature‐based) flood‐mitigation schemes using flood‐excess volume. River research and applications, 35(9), pp.1402-1414.

Sandink, D. and Binns, A.D., 2021. Reducing urban flood risk through building-and lot-scale flood mitigation approaches: Challenges and opportunities. Frontiers in Water, 3, p.689202.

Acreman, M., Farquharson, F. A. K., McCartney, M. P., Sullivan, C., Campbell, K., Hodgson, N., ... & Barbier, E. B. (2000). Managed flood releases from reservoirs: issues and guidance. Report to DFID and the World Commission on Dams. Centre for Ecology and Hydrology, Wallingford, UK, 2000, p86.

Samad, N., Chauhdry, M. H., Ashraf, M., Saleem, M., Hamid, Q., Babar, U., ... & Farid, M. S. (2016). Sediment yield assessment and identification of check dam sites for Rawal Dam catchment. Arabian Journal of Geosciences, 9, 1-14.

M. Ali and A. M. Qamar (2013), Data Analysis, Quality Indexing and Prediction of Water Quality for the Management of Rawal Water shedin Pakistan, International Conf. on Digital Information Management.

Samad, N., Chauhdry, M. H., Ashraf, M., Saleem, M., Hamid, Q., Babar, U., ... & Farid, M. S. (2016). Sediment yield assessment and identification of check dam sites for Rawal Dam catchment. Arabian Journal of Geosciences, 9, 1-14.

Afshar, Abbas, and Zeinab Takbiri. "Optimal design and operation of fuse-gates considering water loss due to gates tilting." In World Environmental and Water Resources Congress 2009: Great Rivers, pp. 1-8. 2009.

Masood, Z., Rehman, H. U., Baloch, A. B., Akbar, N. U., Zakir, M., Gul, I., ... & Haseeb, A. (2015). Analysis of physicochemical parameters of water and sediments collected from Rawal Dam Islamabad. American-Eurasian Journal of Toxicological Sciences, 7(3), 123-128.

R. Modarres and S. S. Eslamian (2006), Stream flow Time Series Mod-eling of Zayandehrud River, Iranian Journal of Science & Technology,Transaction B, Engineering, 30(B4)

Mahmood, S., &Hamayon, K. (2021). Geo-spatial assessment of community vulnerability to flood along the Ravi River, Ravi Town, Lahore, Pakistan. NaturalHazards,106,2825-2844.

Mahmood,S.,&Ullah,S.(2016).Assessment of 2010 flash flood causes and associated damages in Dir Valley, Khyber Pakhtunkhwa Pakistan. International Journal of Disaster Risk Reduction, 16, 215-223.

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Published

2024-03-13

How to Cite

Hamza, A., Siddiqi, J. A., Ishaq, N., Haider , M. A., Tahir, A., Anjum, N., Nawaz, B., & Ahmed, Z. (2024). “Design and Implementation of Fuse Gate for efficient flow control and to enhance the storage capacity of Reservoir” . International Journal of Advanced Natural Sciences and Engineering Researches, 8(2), 542–551. Retrieved from https://as-proceeding.com/index.php/ijanser/article/view/1756

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