Full Paper View Go Back

Statical Analysis of Rainfall for Development of Intensity-Duration-Frequency curves for Upper Cauvery Karnataka by Log-Normal Distribution

Mohammed Badiuddin Parvez1 , M Inayathulla2

Section:Research Paper, Product Type: Journal-Paper
Vol.6 , Issue.5 , pp.12-33, Oct-2019


CrossRef-DOI:   https://doi.org/10.26438/ijsrmss/v6i5.1233


Online published on Oct 31, 2019


Copyright © Mohammed Badiuddin Parvez, M Inayathulla . This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
 

View this paper at   Google Scholar | DPI Digital Library


XML View     PDF Download

How to Cite this Paper

  • IEEE Citation
  • MLA Citation
  • APA Citation
  • BibTex Citation
  • RIS Citation

IEEE Style Citation: Mohammed Badiuddin Parvez, M Inayathulla, “Statical Analysis of Rainfall for Development of Intensity-Duration-Frequency curves for Upper Cauvery Karnataka by Log-Normal Distribution,” International Journal of Scientific Research in Mathematical and Statistical Sciences, Vol.6, Issue.5, pp.12-33, 2019.

MLA Style Citation: Mohammed Badiuddin Parvez, M Inayathulla "Statical Analysis of Rainfall for Development of Intensity-Duration-Frequency curves for Upper Cauvery Karnataka by Log-Normal Distribution." International Journal of Scientific Research in Mathematical and Statistical Sciences 6.5 (2019): 12-33.

APA Style Citation: Mohammed Badiuddin Parvez, M Inayathulla, (2019). Statical Analysis of Rainfall for Development of Intensity-Duration-Frequency curves for Upper Cauvery Karnataka by Log-Normal Distribution. International Journal of Scientific Research in Mathematical and Statistical Sciences, 6(5), 12-33.

BibTex Style Citation:
@article{Parvez_2019,
author = {Mohammed Badiuddin Parvez, M Inayathulla},
title = {Statical Analysis of Rainfall for Development of Intensity-Duration-Frequency curves for Upper Cauvery Karnataka by Log-Normal Distribution},
journal = {International Journal of Scientific Research in Mathematical and Statistical Sciences},
issue_date = {10 2019},
volume = {6},
Issue = {5},
month = {10},
year = {2019},
issn = {2347-2693},
pages = {12-33},
url = {https://www.isroset.org/journal/IJSRMSS/full_paper_view.php?paper_id=1507},
doi = {https://doi.org/10.26438/ijcse/v6i5.1233}
publisher = {IJCSE, Indore, INDIA},
}

RIS Style Citation:
TY - JOUR
DO = {https://doi.org/10.26438/ijcse/v6i5.1233}
UR - https://www.isroset.org/journal/IJSRMSS/full_paper_view.php?paper_id=1507
TI - Statical Analysis of Rainfall for Development of Intensity-Duration-Frequency curves for Upper Cauvery Karnataka by Log-Normal Distribution
T2 - International Journal of Scientific Research in Mathematical and Statistical Sciences
AU - Mohammed Badiuddin Parvez, M Inayathulla
PY - 2019
DA - 2019/10/31
PB - IJCSE, Indore, INDIA
SP - 12-33
IS - 5
VL - 6
SN - 2347-2693
ER -

351 Views    364 Downloads    139 Downloads
  
  

Abstract :
Intensity–duration–frequency (IDF) curves are among the most demandable information in meteorology, hydrology and engineering water resources design, planning, operation, and management works. The IDF Curves accessible are for the most part done by fitting arrangement of yearly greatest precipitation force to parametric dispersions. Intensity-duration-frequency (IDF) curves represent the relationship between storm intensity, storm duration and return period. Environmental change is relied upon to intensify the boundaries in the atmosphere factors. Being prone to harsh climate impacts, it is very crucial to study extreme rainfall-induced flooding for short durations over regions that are rapidly growing. One way to approach the extremes is by the application of the Intensity-Duration-Frequency (IDF) curves. The annual maximum rainfall intensity (AMRI) characteristics are often used to construct these IDF curves that are being used in several infrastructure designs for urban areas. Thus, there is a necessity to obtain high temporal and spatial resolution rainfall information. Many urban areas of developing countries lack long records of short-duration rainfall. The shortest duration obtained is normally at a daily scale/24 h. This paper suggests their generation based on annual daily maximum rainfall (ADMR) records. Rainfall data of 23 (Twenty three) hydrological years of all stations were used. Maximum rainfall frequency analysis was made by Log-Normal Distribution method

Key-Words / Index Term :
Climate change, Daily Maximum Rainfall, Intensity Duration Frequency (IDF), Log-Normal Distribution, Rainfall Duration

References :
[1]. Bell F. C., 1969, “Generalized rainfall-duration- frequency relationship”, ASCE J. Hydraulic Eng., 95, 311–327.
[2]. Bernard, M. M., (1932), “Formulas for rainfall intensities of long durations”. Trans. ASCE 6:592 - 624.
[3]. Bhaskar, N. R.; Parida, B. P.; Nayak, A. K. 1997. Flood Estimation for Ungauged Catchments Using the GIUH. Journal of Water Resources Planning and Management., ASCE 123(4): 228-238.
[4]. Chow V.T., D.R. Maidment and L.W.Mays, 1988, “Applied Hydrology”, McGraw- Hill, Chapter 10 – Probability, Risk and Uncertainty Analysis for Hydrologic and Hydraulic Design: 361 – 398.
[5]. M. M. Rashid, 1 S. B. Faruque and 2 J. B. Alam 2012, “Modeling of Short Duration Rainfall Intensity Duration Frequency (SDRIDF) Equation for Sylhet City in Bangladesh.
[6]. Mohammed Badiuddin Parvez, M Inayathulla “Generation Of Intensity Duration Frequency Curves For Different Return Period Using Short Duration Rainfall For Manvi Taluk Raichur District Karnataka”, International Research Journal of Engineering and Management Studies (IRJEMS), Volume: 03 Issue: 04 | April -2019.
[7]. Mohammed Badiuddin Parvez, M Inayathulla “Prioritization Of Subwatersheds of Cauvery Region Based on Morphometric Analysis Using GIS”, International Journal for Research in Engineering Application & Management (IJREAM), Volume: 05 Issue: 01, April -2019. 4.
[8].Mohammed Badiuddin Parvez, M Inayathulla “Modelling of Short Duration Isopluvial Map For Raichur District Karnataka”, International Journal for Science and Advance Research in Technology (IJSART), Volume: 05 Issue: 4, April -2019.
[9]. Mohammed Badiuddin Parvez, M Inayathulla, "Rainfall Analysis for Modelling of IDF Curves for Bangalore Rural, Karnataka", International Journal of Scientific Research in Multidisciplinary Studies , Vol.5, Issue.8, pp.114-132, 2019
[10].Mohammed Badiuddin Parvez, and M Inayathulla. "Generation of Short Duration Isohyetal Maps For Raichur District Karnataka" International Journal Of Advance Research And Innovative Ideas In Education Volume 5 Issue 2 2019 Page 3234-3242
[11].Mohammed Badiuddin Parvez, and M Inayathulla. " Derivation Of Intensity Duration Frequency Curves Using Short Duration Rainfall For Yermarus Raingauge Station Raichur District Karnataka" International Journal of Innovative Research in Technology Volume 6 Issue 2 July 2019 Page 1-7
[12].Mohammed Badiuddin Parvez, Chalapathi K and M Inayathulla. " Geomorphological Analysis of Two Mini-Watersheds in Raichur City Karnataka" International Research Journal of Engineering and Technology (IRJET) Volume 6 Issue 6 June 2019 Page 2896-2901

Authorization Required

 

You do not have rights to view the full text article.
Please contact administration for subscription to Journal or individual article.
Mail us at  support@isroset.org or view contact page for more details.

Go to Navigation