Abstract

Sediment-dynamics modeling is a useful tool for estimating a dam’s lifespan and its cost–benefit analysis. Collecting real data for sediment-dynamics analysis from conventional field survey methods is both tedious and expensive. Therefore, for most rivers, the historical record of data is either missing or not very detailed. Available data and existing tools have much potential and may be used for qualitative prediction of future bathymetric change trend. This study shows that proxy approaches may be used to increase the spatiotemporal resolution of flow data, and hypothesize the river cross-sections and sediment data. Sediment-dynamics analysis of the reach of the Tenryu River upstream of Sakuma Dam in Japan was performed to predict its future bathymetric changes using a 1D numerical model (HEC-RAS). In this case study, only annually-averaged flow data and the river’s longitudinal bed profile at 5-year intervals were available. Therefore, the other required data, including river cross-section and geometry and sediment inflow grain sizes, had to be hypothesized or assimilated indirectly. The model yielded a good qualitative agreement, with an R2 (coefficient of determination) of 0.8 for the observed and simulated bed profiles. A predictive simulation demonstrated that the useful life of the dam would end after the year 2035 (±5 years), which is in conformity with initial detailed estimates. The study indicates that a sediment-dynamic analysis can be performed even with a limited amount of data. However, such studies may only assess the qualitative trends of sediment dynamics.

Highlights

  • Sediment transport modeling is a process of using a numerical or physical model to reproduce the transport processes of a real river system in a controlled environment

  • Modeling sediment transport behavior is not an easy task, as in addition to theoretical derivations it has some form of empiricism, i.e. based on experimental data and is not derived from laws of physics

  • Hydraulic Engineering Center’s River Analysis System (HEC-RAS) performs sediment routing by solving a simplified 1D formulation that the rate of change in the bed elevation over time, in a control volume is proportional to the difference between sediment inflow and outflow

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Summary

Introduction

Sediment transport modeling is a process of using a numerical or physical model to reproduce the transport processes of a real river system in a controlled environment. Mathematical modeling provides useful knowledge about a river and dams[1] built on it and can able to predict the effect of different external factors on bathymetric changes and reservoir sedimentation. This knowledge assists efficient and sustainable development related to rivers [2]. Reservoir sedimentation negatively affects the storage capacity of a reservoir [3], but it alters the current biogeochemical and ecological cycles[4,5,6,7].

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