Abstract
This paper presents the results of an application of support vector machines based modelling technique (radial based kernel and polynomial kernel) to determine discharge and end-depth of a free overfall occurring over a smooth trapezoidal channel with positive, horizontal or zero and negative bottom slopes. The data used in this study are taken from the earlier published work reported in the literature (Ahmad 2001). The results of the study indicate that the radial based function and polynomial kernels support vector machines modelling technique can be used effectively for predicting the discharge and the end depth for a trapezoidal shaped channel with different slopes as compared to the empirical relations suggested by Ahmad (2001); Gupta et al. (1993) and a back propagation neural network technique. The predicted values of both discharge and end depth compared well to the results obtained by using empirical relations derived in previous studies as well as with a back propagation neural network model. In case of discharge prediction, correlation coefficient was more than 0.995 with all three different slopes, while it was more than 0.996 in predicting the end depth using radial based kernel of support vector machines algorithm. Thus, suggesting the application and usefulness of this technique in predicting the discharge as well as end depth in the trapezoidal shaped channel as an alternative to the empirical relations and neural network algorithm. Further, a smaller computational time is an added advantage of using support vector machines in comparison to the neural network classifier, as observed in the present study.
Similar content being viewed by others
References
Ahmad Z (2001) Flow measurements with trapezoidal free overfall. ISH J Hydraul Eng 7(2):32–44
ASCE task committee on application of ANNs in Hydrology (2000a) Artificial neural networks in hydrology, I: preliminary concepts. J Hydraul Eng, ASCE 5(2):115–123
ASCE task committee on application of ANNs in Hydrology (2000b) Artificial neural networks in hydrology, II: hydrologic applications. J Hydraul Eng, ASCE 5(2):124–137
Bhattacharya B, Solomatine DP (2000) Application of artificial neural network in stage discharge relationship. In: Proceedings of 4th international conference on hydroinformatics, Iowa, USA
Cortes C, Vapnik VN (1995) Support vector networks. Mach Learn 20:273–297
Dey S (2002) Free over fall in open channels: state-of-the-art review. Flow Meas Instrum 13:247–264
Gill M Kashif, Asefa Tirusew, Kemblowski Mariush W, Makee Mac (2006) Soil moisture prediction using support vector machines. J Am Water Resour Assoc 42(4):1033–1046 (Paper no. 05004)
Gupta RD, Jamail M, Mohsin M (1993) Discharge prediction in smooth trapezoidal free overfall (positive, zero and negative slopes). J Irrig Drain Eng, ASCE 119(2):215–224
Khan MS, Coulibaly P (2006) Application of support vector machine in lake water level 374 prediction. J Hydrol Eng, ASCE 11(3):199–205
Leunberger D (1984) Linear and nonlinear programming. Addison-Wesley, Reading, MA
Pal M, Goel A (2006) Prediction of the End depth ratio and discharge in semi circular and circular shaped channels using support vector machines. Flow Meas Instrum 17:50–57
Raikar RV, Nagesh Kumar D, Dey S (2004) End depth computation in inverted semi circular channels using ANNs. Flow Meas Instrum 15:285–293
Rouse H (1936) Discharge characteristics of the free overfall. Civil Eng ASCE 6(4):257–260
Smola AJ (1996) Regression estimation with support vector learning machines. Master’s Thesis, Technische Universität München, Germany
Sudheer KP, Jain SK (2003) Radial based function neural network for modelling rating curves. J Hydrol Eng, ASCE 8(3):161–164
Vapnik VN (1995) The nature of statistical learning Theory. Springer, Berlin Heidelberg New York
Yu Pao-shan, Shien Tsung Chen, Chang I-Fan (2006) Support vector regression for real time flood stage forecasting. J Hydrol 328:704–716
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
About this article
Cite this article
Pal, M., Goel, A. Estimation of Discharge and End Depth in Trapezoidal Channel by Support Vector Machines. Water Resour Manage 21, 1763–1780 (2007). https://doi.org/10.1007/s11269-006-9126-z
Received:
Accepted:
Published:
Issue Date:
DOI: https://doi.org/10.1007/s11269-006-9126-z


