Full Paper View Go Back

Effect of Data Length on Assessment of Dependable Flow from Flow Duration Curve using Empirical Method

N. Vivekanandan1

Section:Research Paper, Product Type: Journal-Paper
Vol.11 , Issue.2 , pp.7-11, Jun-2024


Online published on Jun 30, 2024


Copyright © N. Vivekanandan . 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: N. Vivekanandan, “Effect of Data Length on Assessment of Dependable Flow from Flow Duration Curve using Empirical Method,” World Academics Journal of Engineering Sciences, Vol.11, Issue.2, pp.7-11, 2024.

MLA Style Citation: N. Vivekanandan "Effect of Data Length on Assessment of Dependable Flow from Flow Duration Curve using Empirical Method." World Academics Journal of Engineering Sciences 11.2 (2024): 7-11.

APA Style Citation: N. Vivekanandan, (2024). Effect of Data Length on Assessment of Dependable Flow from Flow Duration Curve using Empirical Method. World Academics Journal of Engineering Sciences, 11(2), 7-11.

BibTex Style Citation:
@article{Vivekanandan_2024,
author = {N. Vivekanandan},
title = {Effect of Data Length on Assessment of Dependable Flow from Flow Duration Curve using Empirical Method},
journal = {World Academics Journal of Engineering Sciences},
issue_date = {6 2024},
volume = {11},
Issue = {2},
month = {6},
year = {2024},
issn = {2347-2693},
pages = {7-11},
url = {https://www.isroset.org/journal/WAJES/full_paper_view.php?paper_id=3555},
publisher = {IJCSE, Indore, INDIA},
}

RIS Style Citation:
TY - JOUR
UR - https://www.isroset.org/journal/WAJES/full_paper_view.php?paper_id=3555
TI - Effect of Data Length on Assessment of Dependable Flow from Flow Duration Curve using Empirical Method
T2 - World Academics Journal of Engineering Sciences
AU - N. Vivekanandan
PY - 2024
DA - 2024/06/30
PB - IJCSE, Indore, INDIA
SP - 7-11
IS - 2
VL - 11
SN - 2347-2693
ER -

9 Views    31 Downloads    2 Downloads
  
  

Abstract :
Assessment of dependable flows at different probability of exceedance levels is considered as one of the important parameters for planning, design and management of various water related projects. For this purpose, the Flow Duration Curve (FDC) is considered by analyzing the available stream flow data at the site when adequate length of observed data is not available. This paper presented a study on effect of data length on assessment of dependable flows from FDCs using empirical method wherein the probability of exceedance for each sample is determined by Weibull and Blom plotting position formulae (PPF). The selection of most suitable PPF amongst Weibull and Blom applied in empirical method was made through qualitative assessment by the fitted curves of FDCs and quantitative assessment using model performance indicators viz., correlation coefficient and relative error. The study showed that the relative error obtained from the constructed FDCs by Blom is minimum than those value of Weibull though there is a good correlation between the observed and computed flows by the FDCs of Weibull and Blom. The study suggested that the dependable flows at different probability of exceedance levels given by the FDC with Blom PPF could be used for design purposes and various hydrologic analyses at a site.

Key-Words / Index Term :
Blom, Correlation coefficient, Empirical, Flow duration curve, Relative error, Stream flow, Weibull

References :
[1] Post, D., “A New Method for Estimating Flow Duration Curves: An Application to the Burdekin River Catchment, North Queensland, Australia”, Transactions of the 2nd Biennial Meeting of the International Environmental Modelling and Software Society, University of Osnabrück, Germany, Pages 1195-2000, 2004.
[2] Luis Samaniego, András Bárdossy and Rohini Kumar, “Streamflow prediction in ungauged catchments using copula-based dissimilarity measures”, Water Resources Research, Vol. 46, Issue 2, Pages 1-22, 2010. https://doi.org/10.1029/ 2008WR007695
[3] Mutlu Ya?ar and Neset Orhan Baykan, “Prediction of flow duration curves for ungauged basins with Quasi-Newton method”, Journal of Water Resource and Protection, Vol. 5, Issue 1, Pages 97-110, 2013, DOI: 10.4236/jwarp. 2013.51012
[4] Smakhtin, V.Yu., and Masse, B., “Continuous daily hydrograph simulation using duration curves of a precipitation index”, Hydrological Processes, Vol. 14, Issue 6, Pages 1083-1100, 2000. https://doi.org/ 10.1002/(SICI)10991085(20000430)14:6<1083:AID-HYP998>3.0.CO;2-2
[5] Smakhtin, V.Yu., “Low-flow hydrology: A Review”, Journal of Hydrology, Vol. 240, Issue 3-4, Pages 147-186, 2001. https://doi.org/10.1016/ S0022-1694 (00)00340-1
[6] Pao-Shan Yu, Tao-Chang Yang and Yu-Chi Wang, “Uncertainty analysis of regional flow duration curves”, Journal of water resources planning and management, Vol. 128, Issue 6, Pages 424-430, 2002. https://doi.org/10.1061/(ASCE)0733-9496(2002)128: 6(424)
[7] Tallaksen, M.L., and Van Lanen, A.J.H., “Hydrological Drought: processes and estimation methods for streamflow and groundwater”, Developments in Water Sciences, No. 48, 2004.
[8] Patrick N.J. Lane, Alice E. Best, Klaus Hickel and Lu Zhang, “The response of flow duration curves to afforestation”, Journal of Hydrology, Vol. 310, Issue 1-4, Pages 253-265, 2005. https://doi.org/ 10.1016/j.jhydrol.2005.01. 006
[9] Attilio Castellarin, Giorgio Camorani and Armando Brath, “Predicting annual and long-term flow-duration curves in ungauged basins”, Advances in Water Resources, Vol. 30, Issue 4, Pages 937-953, 2007. https://doi.org/10.1016/j.advwatres.2006.08. 006
[10] Yusuf M. Mohamoud, “Prediction of daily flow duration curves and streamflow for ungauged catchments using regional flow duration curves”, Hydrological Sciences Journal, Vol. 53, Issue 4, Pages 706-724, 2008. https://doi.org/10.1623/hysj. 53.4.706
[11] Baltas, E.A., “Development of a regional model for hydropower potential in Western Greece”, Global NEST Journal, Vol. 14, Issue 4, Pages 442-449, 2012. https://doi.org/ 10.30955/ gnj.000766
[12] Hrachowitz, M., Savenije, H.H.G., Bloschl, G., McDonnell, J.J., Sivapalan, M., Pomeroy, J.W., Arheimer, B., Blume, T., Clark, M.P., and Ehret, U., “A decade of predictions in pngauged basins (PUB)-A review”, Hydrological Sciences Journal, Vol. 58, Issue 6, Pages 1198-1255, 2013. https://doi.org/10.1080/ 02626667.2013. 803183
[13] Khopade, D.K., and Oak, R.A., “Estimation of runoff yield for Nira Deoghar catchment using different empirical equations”, The International Journal of Engineering and Science, Vol. 3, Issue 6, Pages 75-81. 2014. DoI:09.1913/0363075081
[14] Yongqiang Zhang, Jai Vaze, Francis H.S. Chiew and Ming Li, “Comparing flow duration curve and rainfall-runoff modelling for predicting daily runoff in ungauged catchments”, Journal of Hydrology, Vol. 525, Issue June, Pages 72-86, 2015. https://doi.org/ 10.1016/j.jhydrol.2015.03.04
[15] Muller, M.F., and Thompson, S.E., “Comparing statistical and process-based flow duration curve models in ungauged basins and changing rain regimes”, Hydrology and Earth System Sciences, Vol. 20, Issue 2, Pages 669-683, 2016. https://doi.org/ 10.5194/hess-20-669-2016
[16] Maya Atieh, Graham Taylor, Ahmed M.A. Sattar and Bahram Gharabaghi, “Prediction of flow duration curves for ungauged basins”, Journal of Hydrology, Vol. 545, Issue February, Pages 383-394, 2017. https://doi.org/10.1016/j.jhydrol.2016. 12.048
[17] Ebru Eris, Hafzullah Aksoy, Bihrat Onoz, Mahmut Cetin, Mehmet Ishak Yuce, Bulent Selek, Hakan Aksu, Halil Ibrahim Burgan, Musa Esit, Isilsu Yildirim and Ece Unsal Karakus, “Frequency analysis of low-flows in intermittent and non-intermittent rivers from hydrological basins in Turkey”, Water Supply, Vol. 19, Issue 1, Pages 30-39, 2019. https://doi.org/ 10.2166/ws.2018.051
[18] Elena Ridolfi, Hemendra Kumar and András Bárdossy, “A methodology to estimate flow duration curves at partially ungauged basins”, Hydrology and Earth System Sciences, Vol. 24, Issue 4, Pages 2043-2060, 2020. https://doi.org/10.5194/hess-24-2043-2060
[19] Nathabandu T. Kottegoda and Renzo Rosso, “Statistics, Probability and reliability for civil and environmental engineers”, McGraw-Hill Co., International Edition, 2004.
[20] Vivekanandan, N., “Evaluation of estimators of probability distributions for frequency analysis of rainfall and river flow data”, International Journal of Scientific Research in Civil Engineering, Vol. 4, Issue 4, Pages 67-75, 2020.

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