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Generation of Rainfall Intensity-Duration-Frequency curves for the Barak River Basin

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Analysis of a design storm, explained as the expected rainfall intensity for a given storm duration and return period is carried out to establish Rainfall Intensity-Duration-Frequency (IDF) relationships. The IDF relationships are essential for the designing of hydraulic structures for future planning and management. The intent was to determine IDF relationship for the Barak River Basin in India. This region receives heavy rainfall but lacks potential in harnessing the available water resources. Rain gauge stations are not so frequent in this region. Under this condition, the engineers are bound to use IDF relationships. Using the 24-hour annual maximum rainfall and disaggregated hourly maximum rainfall as a measure of rainfall intensity for each station, IDF curves and isopluvial maps of rainfall intensities of 30-minute to 24-hour durations were generated. Analysis was done using the best fit amongst the Gumbel, Log Pearson Type III and Lognormal probability distribution functions. The goodness-of-fit tests indicated the Log Pearson Type III distribution was a suitable distribution for the area. After developing IDF curves for each station, an average IDF curve was developed using the Thiessen Polygon method in ArcGIS. The IDF relationship developed can be used as valuable information for the planning and management of hydraulic structures in the region.
Twórcy
  • National Institute of Technology, Silchar, Department of Civil Engineering, NIT Road, District-Cachar, Silchar, Assam 788010, India
autor
  • National Institute of Technology, Silchar, Department of Civil Engineering, NIT Road, District-Cachar, Silchar, Assam 788010, India
Bibliografia
  • 1. Al-anazi K.K., El-Sebaie I.H., 2013, Development of Intensity- Duration-Frequency relationships for Abha city in Saudi Arabia, International Journal of Computational Engineering Research, 3 (10), 58-65
  • 2. Alemaw B.F., Chaoka R.T., 2016, Regionalization of Rainfall Intensity-Duration-Frequency (IDF) curves in Botswana. Journal of Water Resource and Protection, 8 (12), 1128-1144, DOI: 10.4236/jwarp.2016.812088
  • 3. Antigha R.E., Ogarekpe N.M., 2013, Development of Intensity Duration Frequency curves for Calabar metropolis, South- South, Nigeria, International Journal of Engineering and Science, 2 (3), 39-42
  • 4. Bhatt J.P., Gandhi H.M, Gohil K.B., 2014, Generation of Inten¬sity Duration Frequency curve using Daily Rainfall Data for different return period, Journal of International Academic Research for Multidisciplinary, 2(2), 717-722.
  • 5. Bora K., Choudhury P., 2015, Estimation of annual maximum daily rainfall of Silchar, Assam, International Conference on Engineering Trends and Science and Humanities, Trichy, Tamil Nadu, Imayan College of Engineering, 12-16.
  • 6. Carlier E., Khattabi J.E., 2016, Impact of global warming on Intensity-Duration-Frequency (IDF) relationship of precipi¬tation: a case study of Toronto, Canada, Open Journal of Modern Hydrology, 6 (1), 1-7, DOI: 10.4236/ojmh.2016.61001
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  • 9. Dar A.Q., Maqbool H., 2016, Rainfall Intensity-Duration-Frequency relationship for different regions of Kashmir Valley (J&K) India, International Journal of Advance Research in Science and Engineering, 5 (1), 113-125.
  • 10. Das R., Goswami D., Sharma B., 2016, Generation of Intensity Duration Frequency curve using short duration rainfall data for different return period for Guwahati city, International Journal of Scientific and Engineering Research, 7 (7), 908-911.
  • 11. Elsebaie I.H., 2012, Developing rainfall Intensity-Duration- Frequency relationship for two regions in Saudi Arabia, Journal of King Saud University – Engineering Sciences, 24 (2), 131-140, DOI: 10.1016/j.jksues.2011.06.001
  • 12. Ewea H.A., Elfeki A.M., Al-Amri N.S., 2016, Development of Intensity-Duration-Frequency curves for the Kingdom of Saudi Arabia, Geomatics, Natural Hazards and Risk, 1-15, DOI: 10.1080/19475705.2016.1250113
  • 13. Fathy I., Negm A.M., El-Fiky M., Nassar M., Al-Sayed, E., 2014, Intensity Duration Frequency curves for Sinai Peninsula, Egypt, International Journal of Research in Engineering and Technology, 2 (6), 105-112.
  • 14. Gebreslassie B., 2014, Spatial and temporal rainfall Intensity- Duration-Frequency parameters variability for Awash River Basin, Ethiopia, Thesis for Master of Science, Haramaya University, Ethiopia.
  • 15. Hosking J.R.M., Wallis J.R., 1993, Some statistics useful in regional frequency analysis, Water Resources Research, 29 (2), 271-281, DOI: 10.1029/92WR01980
  • 16. Isikwue M.O., Onoja S.B., Laudan K.J., 2012, Establishment of an empirical model that correlates Rainfall-Intensity-Duration-Frequency for Makurdi area, Nigeria, International Journal of Advances in Engineering and Technology, 5 (1), 40-46.
  • 17. Izinyon O.C., Ajumuka H.N., 2013, Probability distribution models for flood prediction in Upper Benue River Basin – Part II, Civil and Environmental Research, 3 (2), 62-74.
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  • 19. Mirhosseini G., Srivastava P., Stefanova L., 2013, The impact of climate change on rainfall Intensity-Duration-Frequency (IDF) curves in Alabama, Regional Environmental Change, 13 (1), 25-33, DOI: 10.1007/s10113-012-0375-5
  • 20. Logah F.Y., Kankam-Yeboah K., Bekoe E.O., 2013, Developing Short Duration Rainfall Intensity Frequency curves for Accra in Ghana, International Journal of Research in Engineering and Computing, 1 (1), 67-73.
  • 21. Palaka R., Prajwala G., Navyasri K.V.S.N., Anish I.S., 2016, Development of Intensity Duration Frequency curves for Narsapur Mandal, Telangana State, India, International Journal of Research in Engineering and Technology, 5 (6), 109-113.
  • 22. Rasel M., Islam M., 2015, Generation of Rainfall-Duration-Frequency relationship for North-Western region in Bangladesh, IOSR Journal of Environmental Science, Toxicology and Food Technology, 9 (9), 41-47, DOI: 10.9790/2402- 09914147
  • 23. Rashid M.M., Faruque S.B., Alam J.B., 2012, Modelling of Short Duration Rainfall Intensity Duration Frequency (SDR-IDF) equation for Slyhet city in Bangladesh, ARPN Journal of Science and Technology, 2 (2), 92-95.
  • 24. Sarkar S., Goel N.K., Mathur B.S., 2010, Development of isopluvial map using L-moment approach for Tehri-Garhwal Himalaya, Stochastic Environmental Research and Risk Assessment, 24 (3), 411-423, DOI: 10.1007/s00477-009- 0330-2
  • 25. Sharma R., Choudhury N., Alam R., Seleyi V., Sangtam Y., 2016a, Development of Intensity-Duration-Frequency curves for precipitation in western watershed of Guwahati (Assam), International Journal of Latest Trends in Engineering and Technology, 6 (4), 575-579.
  • 26. Sharma P.J., Patel P.L., Jothiprakash V., 2016b, At-site flood fre¬quency analysis for Upper Tapi Basin, India, [in:] 21st International Conference on Hydraulics, Water Resources and Coastal Engineering (HYDRO 2016), Pune, CWPRS, 1-10.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1edfbd99-4def-438f-bf74-13f1872d0575
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