Research Article
BibTex RIS Cite

Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model

Year 2017, Volume: 9 Issue: 4, 42 - 50, 27.12.2017
https://doi.org/10.24107/ijeas.342039

Abstract

The main goal of this study is to estimate the
hydrologic parameters of Kocanaz watershed located in Western Black Sea Region,
using a semi-distributed hydrologic model, Hydrologic Engineering Center –
Hydrologic Modelling System (HEC-HMS). In this study, the hydrologic model was
set up for two flood events occurred in 2002 and 2013, in which one was used
for calibration while the other one was used for validation of the calibrated hydrologic
parameters. The watershed was introduced into the model as a single basin.
Hydrologic parameters used for transformation from rainfall to runoff and base
flow estimations were searched using Nelder and Mead method and calibrated
using the peak-weighted root mean square error. The model results were
deliberated by statistical indicators such as Nash-Sutcliffe efficiency
coefficient (ENS), coefficient of determination (R2),
mass balance error (MBE) and peak flow rate error (PE). The model results were
found to be very good for calibration and satisfactory for validation while the
peak flow rate was under estimated for both calibration and validation. It can
be concluded that small watersheds such as Kocanaz might be modelled as a
single basin without sacrificing the estimation capability of the model and
increasing the model simulation time. Though, slightly improved peak discharge
estimations were obtained in case of using sub basins.  

References

  • [1] Akay, H., Baduna Kocyigit, M., Yanmaz, A.M., Estimation of rainfall-runoff relation using HEC-HMS for a basin in Turkey, Sustainable Hydraulics in the Era of Global Changes-Proceedings of the 4th European Congress of the IAHR, Liege, Belgium, 2016.
  • [2] Zhang, H.L., Wang, Y.J., Wang, Y.Q., Li, D.X., Wang X.K., The effect of watershed scale on HEC-HMS calibrated parameters: a case study in the Clear Creek watershed in Iowa, US. Hydrology and Earth System Sciences, 17, 2735-2745, 2013.
  • [3] Baduna Kocyigit, M., Akay, H., Yanmaz, A.M., Effect of watershed partitioning on hydrologic parameters and estimation of hydrograph of an ungauged basin: a case study in Gokirmak and Kocanaz, Turkey. Arabian Journal of Geosciences, 10, 1-13, 2017.
  • [4] Akay, H., Baduna Kocyigit, M., Yanmaz, A.M., A Case Study for Determination of Hydrological Parameters in HEC-HMS in Computing Direct Runoff, 12th International Congress on Advances in Civil Engineering, Istanbul, Turkey, 2016.
  • [5] Reshma, T., Reddy, K.V., Pratap, D., Ahmedi, M., Agilan V., Optimization of Calibration Parameters for an Event Based Watershed Model Using Genetic Algorithm. Water Resources Management, 29, 4589-4606, 2015.
  • [6] Chu, X., Steinman, A., Event and Continuous Hydrologic Modeling with HEC-HMS. Journal of Irrigation and Drainage Engineering, 135, 119-124, 2009.
  • [7] Laouacheria, F., Mansouri, R., Comparison of WBNM and HEC-HMS for Runoff Hydrograph Prediction in a SmallUrban Catchment. Water Resources Management, 29, 2485-2501, 2015.
  • [8] Kaffas, K., Hrissanthou, V., Application of a Continuous Rainfall-Runoff Model to the Basin of Kosynthos River using the Hydrologic Software HEC-HMS. Global Nest, 16, 188-203, 2014.
  • [9] Shahid, M.A., Boccardo, P., Usman, M., Albanese, A., Qamar, M.U., Predicting Peak Flows in Real Time through Event Based Hydrologic Modeling for a Trans-Boundary River Catchment. Water Resources Management, 31, 793-810, 2017.
  • [10] Yilmaz, A.G., Imteaz, M.A. & Ogwuda, O., Accuracy of HEC-HMS and LBRM Models in Simulating Snow Runoff in Upper Euphrates Basin. Journal of Hydrologic Engineering, 17, 342-347, 2012.
  • [11] Baloch, M.A., Ames, D.P., Tanik, A., Hydrologic impacts of climate and land use change on Namnam Stream in Koycegiz Watershed, Turkey. International Journal of Environment Science and Technology, 12, 1481-1494, 2015.
  • [12] Akiner, M.E., Akkoyunlu, A., Modeling and forecasting river flow rate from the Melen Watershed, Turkey. Journal of Hydrology, 456-457, 121-129, 2012.
  • [13] Yanmaz, M., Applied Water Resources Engineering, METU Press; 3rd edition, 2006.
  • [14] Ao, T.Q., Yoshitani, J., Takeuchi, K., Fukami, K., Mutsuura, T., Ishidaira, H., Effects of sub-basin scale on runoff simulation in distributed hydrological model: BTOPMC, Weather Radar Information and Distributed Hydrological Modeling, Sapparo, Japan, 2003.
  • [15] Rouhani, H., Willems, P., Feyen, J., Effect of watershed delineation and areal mean rainfall distribution on runoff prediction using the SWAT model. Hydrology Research, 40, 505-519, 2009.
  • [16] Moriasi, D.N., Arnold, J.G, Van Liew, M.W., Bingner, R.L., Harmel, R.D., Veith, T.L., Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Transactions of the American Society of Agricultural and Biological Engineers, 50, 885-900, 2007.
  • [17] Joo, J., Kjeldsen, T., Kim, H.J., Lee, H., A Comparison of Two Event-based Flood models (ReFH-rainfall Runoff Model and HEC-HMS). KSCE Journal of Civil Engineering, 18, 330-343, 2014.
Year 2017, Volume: 9 Issue: 4, 42 - 50, 27.12.2017
https://doi.org/10.24107/ijeas.342039

Abstract

References

  • [1] Akay, H., Baduna Kocyigit, M., Yanmaz, A.M., Estimation of rainfall-runoff relation using HEC-HMS for a basin in Turkey, Sustainable Hydraulics in the Era of Global Changes-Proceedings of the 4th European Congress of the IAHR, Liege, Belgium, 2016.
  • [2] Zhang, H.L., Wang, Y.J., Wang, Y.Q., Li, D.X., Wang X.K., The effect of watershed scale on HEC-HMS calibrated parameters: a case study in the Clear Creek watershed in Iowa, US. Hydrology and Earth System Sciences, 17, 2735-2745, 2013.
  • [3] Baduna Kocyigit, M., Akay, H., Yanmaz, A.M., Effect of watershed partitioning on hydrologic parameters and estimation of hydrograph of an ungauged basin: a case study in Gokirmak and Kocanaz, Turkey. Arabian Journal of Geosciences, 10, 1-13, 2017.
  • [4] Akay, H., Baduna Kocyigit, M., Yanmaz, A.M., A Case Study for Determination of Hydrological Parameters in HEC-HMS in Computing Direct Runoff, 12th International Congress on Advances in Civil Engineering, Istanbul, Turkey, 2016.
  • [5] Reshma, T., Reddy, K.V., Pratap, D., Ahmedi, M., Agilan V., Optimization of Calibration Parameters for an Event Based Watershed Model Using Genetic Algorithm. Water Resources Management, 29, 4589-4606, 2015.
  • [6] Chu, X., Steinman, A., Event and Continuous Hydrologic Modeling with HEC-HMS. Journal of Irrigation and Drainage Engineering, 135, 119-124, 2009.
  • [7] Laouacheria, F., Mansouri, R., Comparison of WBNM and HEC-HMS for Runoff Hydrograph Prediction in a SmallUrban Catchment. Water Resources Management, 29, 2485-2501, 2015.
  • [8] Kaffas, K., Hrissanthou, V., Application of a Continuous Rainfall-Runoff Model to the Basin of Kosynthos River using the Hydrologic Software HEC-HMS. Global Nest, 16, 188-203, 2014.
  • [9] Shahid, M.A., Boccardo, P., Usman, M., Albanese, A., Qamar, M.U., Predicting Peak Flows in Real Time through Event Based Hydrologic Modeling for a Trans-Boundary River Catchment. Water Resources Management, 31, 793-810, 2017.
  • [10] Yilmaz, A.G., Imteaz, M.A. & Ogwuda, O., Accuracy of HEC-HMS and LBRM Models in Simulating Snow Runoff in Upper Euphrates Basin. Journal of Hydrologic Engineering, 17, 342-347, 2012.
  • [11] Baloch, M.A., Ames, D.P., Tanik, A., Hydrologic impacts of climate and land use change on Namnam Stream in Koycegiz Watershed, Turkey. International Journal of Environment Science and Technology, 12, 1481-1494, 2015.
  • [12] Akiner, M.E., Akkoyunlu, A., Modeling and forecasting river flow rate from the Melen Watershed, Turkey. Journal of Hydrology, 456-457, 121-129, 2012.
  • [13] Yanmaz, M., Applied Water Resources Engineering, METU Press; 3rd edition, 2006.
  • [14] Ao, T.Q., Yoshitani, J., Takeuchi, K., Fukami, K., Mutsuura, T., Ishidaira, H., Effects of sub-basin scale on runoff simulation in distributed hydrological model: BTOPMC, Weather Radar Information and Distributed Hydrological Modeling, Sapparo, Japan, 2003.
  • [15] Rouhani, H., Willems, P., Feyen, J., Effect of watershed delineation and areal mean rainfall distribution on runoff prediction using the SWAT model. Hydrology Research, 40, 505-519, 2009.
  • [16] Moriasi, D.N., Arnold, J.G, Van Liew, M.W., Bingner, R.L., Harmel, R.D., Veith, T.L., Model evaluation guidelines for systematic quantification of accuracy in watershed simulations. Transactions of the American Society of Agricultural and Biological Engineers, 50, 885-900, 2007.
  • [17] Joo, J., Kjeldsen, T., Kim, H.J., Lee, H., A Comparison of Two Event-based Flood models (ReFH-rainfall Runoff Model and HEC-HMS). KSCE Journal of Civil Engineering, 18, 330-343, 2014.
There are 17 citations in total.

Details

Subjects Engineering
Journal Section Articles
Authors

Müsteyde Baduna Koçyiğit

Hüseyin Akay

Ali Melih Yanmaz

Publication Date December 27, 2017
Acceptance Date November 8, 2017
Published in Issue Year 2017 Volume: 9 Issue: 4

Cite

APA Baduna Koçyiğit, M., Akay, H., & Yanmaz, A. M. (2017). Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model. International Journal of Engineering and Applied Sciences, 9(4), 42-50. https://doi.org/10.24107/ijeas.342039
AMA Baduna Koçyiğit M, Akay H, Yanmaz AM. Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model. IJEAS. December 2017;9(4):42-50. doi:10.24107/ijeas.342039
Chicago Baduna Koçyiğit, Müsteyde, Hüseyin Akay, and Ali Melih Yanmaz. “Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model”. International Journal of Engineering and Applied Sciences 9, no. 4 (December 2017): 42-50. https://doi.org/10.24107/ijeas.342039.
EndNote Baduna Koçyiğit M, Akay H, Yanmaz AM (December 1, 2017) Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model. International Journal of Engineering and Applied Sciences 9 4 42–50.
IEEE M. Baduna Koçyiğit, H. Akay, and A. M. Yanmaz, “Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model”, IJEAS, vol. 9, no. 4, pp. 42–50, 2017, doi: 10.24107/ijeas.342039.
ISNAD Baduna Koçyiğit, Müsteyde et al. “Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model”. International Journal of Engineering and Applied Sciences 9/4 (December 2017), 42-50. https://doi.org/10.24107/ijeas.342039.
JAMA Baduna Koçyiğit M, Akay H, Yanmaz AM. Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model. IJEAS. 2017;9:42–50.
MLA Baduna Koçyiğit, Müsteyde et al. “Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model”. International Journal of Engineering and Applied Sciences, vol. 9, no. 4, 2017, pp. 42-50, doi:10.24107/ijeas.342039.
Vancouver Baduna Koçyiğit M, Akay H, Yanmaz AM. Estimation of Hydrologic Parameters of Kocanaz Watershed by a Hydrologic Model. IJEAS. 2017;9(4):42-50.

21357download