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Stochastic Modeling to Prediction of River Morphological Changes


Affiliations
1 Department of Civil Engineering, Ramsar Branch, Islamic Azad University, Ramsar, Iran, Islamic Republic of
 

In this paper, a new stochastic method for predicting of river morphological changes in the future is presented in the braided river. The model procedure is as follows: 1-It is to apply regression equation with bed height as a dependent parameter and three independent parameters of maximum daily flow, and its corresponding sediment discharge and bed slope, these equations were derived at certain points along the river cross-sections over a specific time. 2- By applying observed data, sediment rating curve equation as well as a relationship between slope, water and sediment discharge were derived.3- Simulation of maximum monthly flow by ARIMA stochastic modeling. 4-By substituting values obtained from step 3 into 2 and 1, respectively, river bed height was predicted along the cross-sections. The values of the deepest bed height is selected maximum scour hole depth. Yahagi River in Japan was selected as a case study due to comprehensive and accessible data base. A comparison of observed data and predicted values indicate a seasonable agreement between them.

Keywords

ARIMA, Braided River, Non-Linear Regression, Scour Depth, Stochastic Modeling
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  • Stochastic Modeling to Prediction of River Morphological Changes

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Authors

Somayyeh Pourbakhshian
Department of Civil Engineering, Ramsar Branch, Islamic Azad University, Ramsar, Iran, Islamic Republic of
Majid Pouraminian
Department of Civil Engineering, Ramsar Branch, Islamic Azad University, Ramsar, Iran, Islamic Republic of

Abstract


In this paper, a new stochastic method for predicting of river morphological changes in the future is presented in the braided river. The model procedure is as follows: 1-It is to apply regression equation with bed height as a dependent parameter and three independent parameters of maximum daily flow, and its corresponding sediment discharge and bed slope, these equations were derived at certain points along the river cross-sections over a specific time. 2- By applying observed data, sediment rating curve equation as well as a relationship between slope, water and sediment discharge were derived.3- Simulation of maximum monthly flow by ARIMA stochastic modeling. 4-By substituting values obtained from step 3 into 2 and 1, respectively, river bed height was predicted along the cross-sections. The values of the deepest bed height is selected maximum scour hole depth. Yahagi River in Japan was selected as a case study due to comprehensive and accessible data base. A comparison of observed data and predicted values indicate a seasonable agreement between them.

Keywords


ARIMA, Braided River, Non-Linear Regression, Scour Depth, Stochastic Modeling



DOI: https://doi.org/10.17485/ijst%2F2015%2Fv8i12%2F75084