Development of Rainfall Intensity-Duration-Frequency Curves for Saleran Watershed in the Shivalik Foothills of Punjab

Development of rainfall curves


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Authors

  • Gurnaz Singh Gill Department of Soil and Water Engineering, Punjab Agricultural University, Ludhiana-141 004
  • Anil Bhardwaj Department of Soil and Water Engineering, Punjab Agricultural University, Ludhiana-141 004
  • Sanjay Satpute Department of Soil and Water Engineering, Punjab Agricultural University, Ludhiana-141 004

Keywords:

IDF curves, Rainfall duration; Rainfall frequency; Rainfall intensity

Abstract

Accurate and current rainfall characterization is an important tool for water-related system design and management.  Rainfall intensity-duration-frequency relationship and nomographs are required for designing soil and water conservation structures. In this study, the rainfall intensity–duration–frequency (IDF) relationships were developed for Saleran watershed at Shivalik foothills. The raingauge charts of 10 years (1987-1996) were analysed to get rainfall depth and rainfall intensities for different durations (10, 15, 30 and 60 minutes). The maximum rainfall intensities with 5, 10, 15, 20 and 25 years return periods were found varying from 90 mm h-1 to 150 mm h-1 for 10 minutes, 66 mm h-1 to 130 mm h-1 for 15 minutes, 58 mm h-1 to 98 mm h-1 for 30 minutes and 37 mm h-1 to 80 mm h-1 for 60 minutes duration. The coefficient of determination (R2) for the developed power model varies between 0.987-0.998 which showed good relation between maximum rainfall intensity and the return period.

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References

Angel J R and Huff H A (1997) Changes in heavy rainfall in the mid-western United States. J Water Resour Plann Manage 123(4): 246–249.

Dagar JC (1999) Soil erosion parameters with special reference to Madhya Pradesh. Indian Journal of Forestry 23(3): 210-221

Dagar JC (2018) Ravines: formation, extent, classification, evolution and measures of prevention and control. In: Dagar JC and Singh AK (eds) Ravine Lands: Greening for Livelihood and Environmental Security. Springer Nature Singapore Pte Ltd pp 19-67

Dourte D, Shukla S, Singh P and Haman D (2012) Rainfall intensity‐duration‐frequency relationships for Andhra Pradesh, India: Changing rainfall patterns and implications for runoff and groundwater recharge. J Hydrol Eng, 18(3): 324–330.

Dupont BS and Allen DL (2000) Revision of the rainfall intensity duration curves for the commonwealth of Kentucky. Kentucky Transportation Centre, College of Engineering, University of Kentucky, Lexington.

Elsebaie I H (2012) Developing rainfall intensity–duration–frequency relationship for two regions in Saudi Arabia. J King Saudi University – Engg Sci, 24(2): 131-140.

Guo Y (2006) Updating rainfall IDF relationships to maintain urban drainage design standards. J Hydrol Eng, 11(5): 506–509.

Karl T R, Knight R W and Plummer N (1995) Trends in high-frequency climate variability in the twentieth century. Nature 377(6546): 217–220.

Nhat M L, Tachikawa Y and Takara K (2006) Establishment of intensity-duration-frequency curves for precipitation in the monsoon area of Vietnam. Graduate School of Urban and Environment Engineering, Kyoto University, 49: 93-103

Okonkwo G I and Mbajiorgu C C (2010) Rainfall intensity-duration-frequency analysis for South-eastern Nigeria. Agric Engg Int. CIGR Journal, 12(1): 22-30.

Subramanya K (1984) Engineering Hydrology. Tata McGraw-Hill Inc, New Delhi: 40-45.

Zope P E, Eldho T I and Jothiprakash V (2016) Development of rainfall intensity duration frequency curves for Mumbai city, India. J Water Resour Prot, 8: 756-765.

Submitted

2023-08-02

Published

2023-08-12

Issue

Section

Articles

How to Cite

Gurnaz Singh Gill, Anil Bhardwaj, & Sanjay Satpute. (2023). Development of Rainfall Intensity-Duration-Frequency Curves for Saleran Watershed in the Shivalik Foothills of Punjab: Development of rainfall curves. Journal of Soil Salinity and Water Quality, 13(1), 55-60. https://epubs.icar.org.in/index.php/JoSSWQ/article/view/140102