This paper is based on the study of multiple linear regression based technique in determining the rainfall-runoff relations. Without considering the temperature, topography or other parameters of the study area, simply using the data of rainfall and runoff to predict the future runoff is the key characteristic of this technique. Ignoring the parameters of temperature, topography may lead to inaccuracy in forecasting future runoff, but the use of Multiple linear regression based technique provide a simple and fast way to determine the runoff. In the present investigation, 14 years data on rainfall and runoff at the Balaghat district of Madhya Pradesh have been analyzed to develop regression models for stream flow estimation with rainfall as input and different regression model tested with varying input length of data record.
Published in | American Journal of Water Science and Engineering (Volume 2, Issue 1) |
DOI | 10.11648/j.ajwse.20160201.11 |
Page(s) | 1-5 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2016. Published by Science Publishing Group |
Multiple Linear Regression Model, Correlation Coefficient, Standard Error
[1] | Asati, S., & Rathore, S. (2012). Comparative study of stream flow prediction model. International Journal of sciences Biotechnology and Pharma Research, 1, 139-151. |
[2] | Gosain, A., Mani, A., & Dwivedi, C. (2009). Hydrological Modelling-Literature Review. Climawater. |
[3] | Haan, C. (1995). Statistical methods in Hydrology. New Delhi: East-West Press Pvt. Ltd. |
[4] | Haan, C. T. (1972). A water yield model for small watersheds. Water Resources Research, 8(1), 28-69. |
[5] | Holtan, H., Stiltner, G., Hensen, W., & Lopez, N. (1975). Revised model of Watershed Hydrology. Washington, D. C.: USDA-ARS Tech. Bulletin No. 1518. |
[6] | Jarboe, J., & Haan, C. (1974). Calibration of Water yield model for small ungauged watersheds. Water Resources Research, 2, 256-262. |
[7] | Jones, J. (1976). Physical data for catchment models. Nordic Hydrol., 245-164. |
[8] | Kothyari, U. (1995). Estimation of monthly runoff from small catchments in India. Hydrological Sciences – Journal - des Sciences Hydrologigues, 40, 533-541. |
[9] | Lane, L., Diskin, M., & Renard, K. (1971). Input- Output relationship for an ephemeral stream channel system. Journal of Hydrology, 13, 22-40. |
[10] | Lindner- Lunsford, J., & Ellis, S. (1987). Comparison of conceptually based and regression rainfall- runoff models, Denver Metropolitan Area, Colorado, and application in urban areas. U. S. Geological Survey, Denver, CO. |
[11] | Magette, W., Shanholtz, V., & Carr, J. (1976). Estimation selected parameters for the Kentucky Watershed model from watershed characterstics. Water Resources Research, 12(3), 462-476. |
[12] | Nawaz, N., & Adeloye, A. (1999). Evaluation of monthly runoff estimated by a rainfall- runoff model for reservoir yield assessment. Hydrological Sciences—Journal—des Sciences Hydrologiques, 1, 44. |
[13] | Newton, D., & Herrin, J. (1983). Estimating flood frequencies at ungauged loaction. Hydraulic Engineering (pp. 528-533). New York: American Society of Civil Engineers. |
[14] | Pilgrim, D., Chapman, T., & Doran, D. (1988). Problems of rainfall-runoff modelling in arid and semiarid regions. Hydrological Sciences-Journal-des Sciences Hydrologiques, 4, 33. |
[15] | Rutter, A., Kershaw, K., Morton, A., & Robins, P. (1971). A Predictive model of rainfall interception in forests. 1 Derivation of the model from observations in a plantation of Corsican pine. Agricultural Meteorology, 367-384. |
[16] | Wharton, G., & Tomlinson, J. (1999). Flood discharge estimation from river channel dimensions: results of applications in Java, Burundi, Ghana and Tanzania. Hydrological Sciences—Journal—des Sciences Hydrologiques, 1, 44. |
[17] | Xu, C., Seibert, J., & Halldin, S. (1996). Regional water balance modelling in the NOPEX area test on parameter estimation using catchment characteristics. Journal of Hydrology. |
[18] | Xu, C., & V. P., Singh. (1998). A review on monthly water balance models for water resources investigations. Water Resources management, 12, 31-50. |
APA Style
Sharad Patel, M. K. Hardaha, Mukesh K. Seetpal, K. K. Madankar. (2016). Multiple Linear Regression Model for Stream Flow Estimation of Wainganga River. American Journal of Water Science and Engineering, 2(1), 1-5. https://doi.org/10.11648/j.ajwse.20160201.11
ACS Style
Sharad Patel; M. K. Hardaha; Mukesh K. Seetpal; K. K. Madankar. Multiple Linear Regression Model for Stream Flow Estimation of Wainganga River. Am. J. Water Sci. Eng. 2016, 2(1), 1-5. doi: 10.11648/j.ajwse.20160201.11
@article{10.11648/j.ajwse.20160201.11, author = {Sharad Patel and M. K. Hardaha and Mukesh K. Seetpal and K. K. Madankar}, title = {Multiple Linear Regression Model for Stream Flow Estimation of Wainganga River}, journal = {American Journal of Water Science and Engineering}, volume = {2}, number = {1}, pages = {1-5}, doi = {10.11648/j.ajwse.20160201.11}, url = {https://doi.org/10.11648/j.ajwse.20160201.11}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajwse.20160201.11}, abstract = {This paper is based on the study of multiple linear regression based technique in determining the rainfall-runoff relations. Without considering the temperature, topography or other parameters of the study area, simply using the data of rainfall and runoff to predict the future runoff is the key characteristic of this technique. Ignoring the parameters of temperature, topography may lead to inaccuracy in forecasting future runoff, but the use of Multiple linear regression based technique provide a simple and fast way to determine the runoff. In the present investigation, 14 years data on rainfall and runoff at the Balaghat district of Madhya Pradesh have been analyzed to develop regression models for stream flow estimation with rainfall as input and different regression model tested with varying input length of data record.}, year = {2016} }
TY - JOUR T1 - Multiple Linear Regression Model for Stream Flow Estimation of Wainganga River AU - Sharad Patel AU - M. K. Hardaha AU - Mukesh K. Seetpal AU - K. K. Madankar Y1 - 2016/03/01 PY - 2016 N1 - https://doi.org/10.11648/j.ajwse.20160201.11 DO - 10.11648/j.ajwse.20160201.11 T2 - American Journal of Water Science and Engineering JF - American Journal of Water Science and Engineering JO - American Journal of Water Science and Engineering SP - 1 EP - 5 PB - Science Publishing Group SN - 2575-1875 UR - https://doi.org/10.11648/j.ajwse.20160201.11 AB - This paper is based on the study of multiple linear regression based technique in determining the rainfall-runoff relations. Without considering the temperature, topography or other parameters of the study area, simply using the data of rainfall and runoff to predict the future runoff is the key characteristic of this technique. Ignoring the parameters of temperature, topography may lead to inaccuracy in forecasting future runoff, but the use of Multiple linear regression based technique provide a simple and fast way to determine the runoff. In the present investigation, 14 years data on rainfall and runoff at the Balaghat district of Madhya Pradesh have been analyzed to develop regression models for stream flow estimation with rainfall as input and different regression model tested with varying input length of data record. VL - 2 IS - 1 ER -