Improving Recognition Accuracy of Urdu Weather Service by Identifying Out-of-Vocabulary Words

Authors

  • Saad Irtza
  • Aneek Anwar
  • Sarmad Hussain

Abstract

Mobile based dialogue systems in local languages provide a very suitable information delivery channel. Many of the tasks can be addressed by designing and developing small vocabulary systems. However, as small vocabulary systems generally try to match each input word onto one of the words in the vocabulary, if inadvertently out of vocabulary (OOV) words are spoken, they are also mapped onto the closed set of words in vocabulary and reduce the accuracy. The current work addresses this issue. We present the development of mobile based dialogue system in local language (Urdu) to provide weather information to urban and rural populations. Performance of this speaker independent automatic speech recognition system (ASR) is evaluated by offline and online testing. In offline testing, based on unseen dataset limited to the speakers used for training the system, 100% accuracy is achieved. In online testing, 74.79% accuracy is achieved. Analysis shows that a significant reduction in accuracy is caused by out-of-vocabulary words (OOV) spoken by users. Phone-based model is then added to detect and reject OOV words and system accuracy improves to 88.24%.

References

Beg, M., 2013, “Predictive competence of Existing Bridge Pier Scour Depth Predictors”, European International Journal of Science and Technology, Vol. 2.

Benedict, S. T. and Caldwell. A. W., 2006, “Development and Evaluation of Clear-Water Pier and Contraction Scour Envelope Curves in the Coastal Plain and Piedmont Provinces of South Carolina”, U.S. Geological Survey Report 2005–5289.

Boehmler, E. M. and Olimpio. J. R., 2000, “Evaluation of Pier-Scour Measurement Methods and Pier-Scour Predictions with Observed Scour Measurements at Selected Bridge Sites in New Hampshire, 1995-98”, U.S. Geological Survey, Report No. FHWA-NH-RD- 12323E.

Breusers, H.N.C., Nicollet, G. and Shen, H.W., 1977, “Local scour around cylindrical piers”, Journal of Hydraulic Research, 15(3): 211-252.

Chiew, Y.M., 1984, “Local scour at bridgepiers”, PhD thesis, Department of Civil Engineering, Auckland university, New Zealand.

Chitale, S.V., 1962, Discussion of “Scour at bridge crossings,” by E.M. Laursen: Transactions of the American Society of Civil Engineers, v. 127, part I, no. 3294, p. 191-196 (cited from Melville 1975, Breusers-1977).

Gao, D.G., Posada, L.G., and Nordin, C.F., 1992, “Pier scour equations used in the People's Republic of China—review and summary: Fort Collins”, CO, Colorado State University, Department of Civil Engineering, Draft Report (cited from Sheppard-2011, Mueller-2005, Boehmler-2000)

Gaudio, R., Grimaldi, C., Tafarojnoruz, A. and Calomino, F., 2010, “Comparison of formulae for the prediction of scour depth at piers”.

Garde, R.J. and Kothyari, U.C., 1998, “Scour around bridge piers.” PINSA 64, A, N0. 4. pp. 569-580.

Hanco, S., 1971, “Sur le calcul des affouillements locaux dans la zone des piles de ponts”, Proc. 14th IAHR Congress, Paris, 3, pp. 299/313 (cited from Melville 1975, Breusers- 1977).

Inglis, S.C., 1949 “The Behaviour and Control of Rivers and Canals”, Research Publ. No. 13, Central Water Power Irrigation and Navigation Report, Poona Research Station, India (cited from Kothyari 2007, Melville 1975).

Inglis, S.C., 1949 “The Behaviour and Control of Rivers and Canals”, Research Publ. No. 13, Central Water Power Irrigation and Navigation Report, Poona Research Station, India (cited from Melville 1975, Breusers-1977).

Jain, S. C., and Fischer, E. E., 1979, “Scour around bridge piers at high Froude numbers’, Rep. No. FHWA-RD-79-104, Federal Highway Ad-ministration, Washington D.C (cited from Sheppard-2011, Mueller-2005, Boehmler-2000).

Jain, S. C., 1981, “Maximum clear-water scour around circular piers”, Journal of the Hydraulics Division, 107(HY5), 611–626 (cited from Sheppard-2011, Mueller-2005, Boehmler-2000).

Jones, J. S., 1984. “Comparison of prediction equations for bridge pier and abutment scour’, Proc., Transportation Research Record, Second Bridge Engineering Conf., Vol. 2, Transportation Research Board, Washington, D.C., 202–209.

Jones, J.S. and Sheppard, D.M., 2000, “Scour at wide bridge piers”, Joint Conference on Water Resources Engineering and Water Resources Planning and Management, ASCE, July 30 ñ August 2, 2000, Minneapolis, Minnesota, U.S., 10 p.

Katherine, J. C. and Stephen R. H., 2004, “Evaluation of Pier-Scour Equations for CoarseBed Streams”, U. S. Geological survey, Scientific Investigations Report 2004-5111

Khwairakpam, P. and Mazumdar, A., 2009, “Local scour around hydraulic structures”, short paper, international journal of recent trends in engineering, Vol. 1, no. 6.

Kothyari, U.C., Garde, R.J., and Ranga Raju, K.G., 1992, “Temporal variation of scour around circular bridge piers.” Journal of Hydraulic Engineering, ASCE, 118(8), 1091-1106.

Kothyari, U. C., 2007, “Indian practice on estimation of scour around bridge piers—A comment”, Sadhana, Vol. 32, Part 3, June 2007, pp. 187–197.

Lagasse, P.F. and Richardson, E.V., 2001, “ASCE compendium of stream stability and bridge scour papers”, Journal of Hydraulic Engineering, ASCE, 127(7): 531-533.

Landers, M. N., Mueller. D. S., and Martin. G. R., 1996, “Bridge scour data management system user’s manual” U.S. GEOLOGICAL SURVEY, Open-File Report 95-754.

Landers, M. N., and Mueller, D. S., 1996, “Evaluation of selected pier-scour equations using field data”, Transp. Res. Rec., 1523, 186– 195.

Laursen, E.M., 1963, “An analysis of relief bridge scour”, American Society of Civil Engineers, Journal of the Hydraulics Division, v. 89, no. HY3, p. 93-118 (cited from Landers- 1996).

Lu, J. U., Hong, M. J., Su, C. C., Wang, C. Y. and Lai, J. S., 2009, “Field Measurements and Simulation of Bridge Scour Depth Variations during Floods”, Journal of Hydraulic Engineering, ASCE.

May, R. W. P., and Willoughby, I. R.,1990, “Local Scour around Large Obstructions”, HR Wallingford, Wallingford, Oxford, and U.K (cited from Sheppard-2011).

May, R.W.P., Ackers, J.C. and Kirby, A.M., 2002, “Manual on scour at bridges and other hydraulic structures”, Construction Industry Research and Information Association.

Melville, M.W., 1975, “Local scour at bridge sites”, New Zealand, University of Auckland, School of Engineering, Project Report No. 117, 227 p.

Melville, B. W. and Sutherland, A. J., 1988, “Design Method for Local Scour at Bridge Piers”, Journal of Hydraulic Engineering, ASCE, 114, No. 10, pp. 1210-1226.

Melville, B.W., 1997, “Pier and abutment scour: integrated approach.” Journal of Hydraulic Engineering, ASCE, 123(2), 125-136.

Melville, B.W. and Chiew, Y.M. 1999. Time scale for local scour at bridge piers. Journal of Hydraulic Engineering, ASCE, 125(1): 59-65.

Mohamed, T. A., Pillai, S., Noor, M. J. M. M., Ghazali, A. H., Huat, G. B. K., and Yusuf, B., 2005, “Validation of some bridge pier scour formulae and models using field data.” American Journal of Environmental Sciences ISSN 1553-345X.

Mohammed, T. A., Noor, M. J., Halim, A. G., Yusuf, B., and Saed, K., 2006, “Physical Modelling of Local Scouring around Bridge Piers in Erodible Bed”, J. King Saud Univ., Vol. 19, Eng. Sci.(2), pp. 195-207, Riyadh (1427H./2007).

Molinas, A., 2004, “Bridge scour in nonuniform sediment mixtures and in cohesive materials”, Washington, DC, Federal Highway Administration Research Report FHWA–RD– 03–083.

Mueller, D. S., 1996, “Local scour at bridge piers in non-uniform sediment under dynamic conditions”, Ph.D. thesis, Colorado State Univ., Fort Collins (cited from Mueller-2005).

Mueller, D. S., and Wagner, C. R., 2005, “Field observations and evaluations of streambed scour at bridges.” Report no. FHWA–RD–03–052, U.S. Department of Transportation, Federal Highway Administration, Washington, DC, USA.

Richardson, E.V., Simons, D.B., Karaki, Susumu, Mahmood, Khalid, and Stevens, M.A., 1975, “Highways in the river environment: hydraulic and environmental design considerations”, Federal Highway Administration, 476 p (cited from Landers- 1996).

Richardson, E.V. and Davies, S.R., 1993, “Evaluating scour at bridges. (HEC 18)”, Federal Administration, U.S. Department of Transportation, Washington, D.C.

Richardson, E.V. and Davies, S.R., 1995, “Evaluating scour at bridges”, Rep. No. FHWAIP-90-017 (HEC 18), Federal Administration, U.S. Department of Transportation, Washington, D.C.

Richardson, E.V., D.B. Simons, and P.F. Lagasse, 2001, “River Engineering for Highway Encroachments”, FHWA NHI 01-004, Federal Highway Administration, Hydraulic Series No. 6, Washington, D.C.

Richardson, E.V. and Davis, S.R., 2001, “Evaluating Scour at Bridges”, Fourth Edition, Hydraulic Engineering Circular No. 18, FHWA NHI 01-001, Washington, D.C. (www.fhwa.dot.gov/bridge/hydpub.htm)

Richardson, E.V. and Davis, S.R. 2012, “Evaluating Scour at Bridges”, Fifth Edition, Hydraulic Engineering Circular No. 18, FHWA NHI 01-001, Washington, D.C. (www.fhwa.dot.gov/bridge/hydpub.htm)

Shen, H. W.; Schneider, V. R. and Karaki, S., 1969, “Local Scour around Bridge Piers.” Proceedings of ASCE, No. 6, pp.1919-1940 (cited from Melville 1975, Landers-1996, and Breusers-1977).

Sheppard, D.M, Demir, H., Melville, B.W., 2011, “Scour at wide piers and long skewed piers”, NCHRP Report 682, Transportation Res. Board of National Academies, Washington, DC.

Sheppard, D.M, Melville, B.W. and Demir, H., 2013, “Evaluation of existing equations for local scour at bridge piers”, Journal of Hydraulic Engineering. doi:10.1061/(ASCE)HY.1943 7900.0000800

Southard, R.E., 1992, Scour around bridge piers on streams in Arkansas: Little Rock, AR, U.S.

Torsethaugen, K., 1975, “Local crosjonved store konstruksjoner Model lforsok (Norvcgian)”, Vassdragsog Havne-laboratoriet, Trondheim (cited from Breusers-1977).

Wardhana, K. and Hadipriono, F.C., 2003, “Analysis of recent bridge failures in the United States”, Journal of Performance of Constructed Facilities, ASCE, 17(3): 144-150.

Wilson, K.V., Jr., 1995, Scour at selected bridge sites in Mississippi: Reston, VA, and U.S. Geological Survey Water-Resources Investigations Report 94–4241, 44 p.

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Published

2016-06-22

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Electrical Engineering and Computer Science